cost analysis

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Cost Analysis Breakdown 22:03:17 10/28/2022 1/324 document.xls10/28/2022 CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST MARK-UP PROFIT CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT AMOUNT S.R. QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. 01 GENERAL REQUIREMENTS 013 SUBMITTALS 013300 Survey data 015 015100 Temporary construction 015250 Construction aids 015300 Barriers & Enclosures 015500 Access roads 015575 Safety and Security LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 sets 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Security Guard (24 hrs on duty) Months 1,920.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 015600 Photo Graphs LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Cannon Camera set no. 1,250.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Consumable Film nos. 10.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Consumable Pictures & Paper Report nos. 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 015650 Protections of Services and Cables LS #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Assumed to be minor job. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Plumbing works LS 5,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Electrical works LS 5,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 015700 As-Built Drawings LS #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 As-Built Drawings sheets 300.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 015710 Workshop Drawings LS #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Shop Drawings sheets 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 015720 Workshop & As-Built Drawings LS #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Shop Drawings sheets 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 As-Built Drawings sheets 200.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 015750 Water and Electricity LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 trucks 50.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Temporary Electricity lot 35,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Electric Consumables Lot 10,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 015800 Telephone and Consumables LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Telephone set sets 1,050.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Telephone bills months 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 015850 Notice Boards Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00 nos. 2,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Related Civil Works 0.00 nos. 550.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 015870 Samples and Testing LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Sample Room, size 4.00 x 5.00m m2 450.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Laboratory Room, size: 4 x 4m m2 350.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Testing Equipment set 15,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Water Consumables & miscellaneous lot 17,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 015880 Plant (Equipt) LS 015900 Field offices & sheds LS #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00 lot 160,959.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 015920 Setting up the Site LS #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Site Surveying & Building Layout lot 2,500.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Temporary Fences Lm 70.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Temporary Gates & entrances nos. 2,500.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 015950 LS #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 Building Net Protection m2 1.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 017 CONTRACT CLOSEOUT 017100 Final cleaning 018 MAINTENANCE SITE OH & TEMP. FACIL Tools & consumables INDIRECT COST PRODUCT IVITY MDAY (Duration ) MANDAY- RATE AMOUNT S.R. AMOUNT S.R. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS Safety Helmets, workers uniforms & etc Water Consumables (50m3=I truck load) Project Sign Boards, size: 3.00 x 3.00m Clients / Engineers temporary Offices complete with furnitures, computers sets, car park, toilets & office supplies. See BOQ.temp computations sheets Protection of Existing Adjoining Structures

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Page 1: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0304/17/2023

1/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

01 GENERAL REQUIREMENTS

013 SUBMITTALS

013300 Survey data

015

015100 Temporary construction

015250 Construction aids

015300 Barriers & Enclosures

015500 Access roads

015575 Safety and Security LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Safety Helmets, workers uniforms & etc sets 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Security Guard (24 hrs on duty) 1,920.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

015600 Photo Graphs LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cannon Camera set no. 1,250.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Consumable Film nos. 10.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Consumable Pictures & Paper Report nos. 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

015650 Protections of Services and Cables LS #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Assumed to be minor job. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plumbing works LS 5,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Electrical works LS 5,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

015700 As-Built Drawings LS #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

As-Built Drawings sheets 300.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

015710 Workshop Drawings LS #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Shop Drawings sheets 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

015720 Workshop & As-Built Drawings LS #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Shop Drawings sheets 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

As-Built Drawings sheets 200.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

015750 Water and Electricity LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Water Consumables (50m3=I truck load) trucks 50.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Temporary Electricity lot 35,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Electric Consumables Lot 10,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

015800 Telephone and Consumables LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Telephone set sets 1,050.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Telephone bills 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

015850 Notice Boards Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Project Sign Boards, size: 3.00 x 3.00m 0.00 nos. 2,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Related Civil Works 0.00 nos. 550.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

015870 Samples and Testing LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sample Room, size 4.00 x 5.00m m2 450.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Laboratory Room, size: 4 x 4m m2 350.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Testing Equipment set 15,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Water Consumables & miscellaneous lot 17,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

015880 Plant (Equipt) LS

015900 Field offices & sheds LS #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 lot 160,959.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

015920 Setting up the Site LS #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Site Surveying & Building Layout lot 2,500.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Temporary Fences Lm 70.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Temporary Gates & entrances nos. 2,500.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

015950 Protection of Existing Adjoining Structures LS #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Building Net Protection m2 1.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

017 CONTRACT CLOSEOUT

017100 Final cleaning

018 MAINTENANCE

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

Months

months

Clients / Engineers temporary Offices complete with furnitures, computers sets, car park, toilets & office supplies. See BOQ.temp computations sheets

A6
Willy Prado: 0
Page 2: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0304/17/2023

2/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

15000 Facilities Maintenance

02 SITE WORKS

020

020120 Std. Penetration Test

020550 Site Demolition

020600 Building Demolition

020700 Selective Demolition

020750 Concrete Removal

020751 Demolition of Existing Sidewalk m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 m2 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of rubbish materials 0.00 m3 20.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Relocation of existing trees/plants nos. 2.00 0.00 120.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

020752 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of rubbish materials 0.00 m3 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

021

021100 Site Clearing m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

021400 Dewatering 0.00 0.00

021440 Wellpoints

021480 Relief Well

021520 Shores

021560 Underpinning

021610 Sheet piling

022 EARTH WORK

022100 Excavation to reduce Level m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 6.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022101 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 6.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated Materials 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022102 Unclassified Excavation m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 7.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022103 Disposal of Excavated Materials m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated Materials 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022104 Excavation to Foundations & G. Beams m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 6.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022105 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

m3 6.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

m3 4.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022106 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 12.00 0.00 0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

SUBSURFACE INVESTIGATION AND DEMOLITION

Demolition of Existing Sidewalk and plants / trees including re-planting of tress/plants.

Cutting & Disposal of existing Asphalt pavement

Cutting & Disposal of existing Asphalt pavement. Assume to Shovel / Grader Equipment

SITE PREPARATION AND EXCAVATION SUPPORT

150mm depth average cut from existing surface

Assuming to be natural soil, loosed soil / sand. Applicable to large open areas only.

Site Excavation to reduce Level including leveling and compaction. Including disposal of excavated materials away from site.

Assuming to be natural soil. Applicable to open areas only.

Assuming to be natural soil, loosed soil / sand. Applicable to large open areas only.

Assuming tobe narural soil or lossed sandy soil.

Excavation to Foundations & G. Beams. Including backfilling & disposal of the excess excavated materials.

Excavation work; Assuming tobe natural soil or lossed sandy soil.

Backfilling work; Using excavated soil materials

Disposal of the excess excavated materials

Excavation to Pipes Trenches. Including backfilling & sand bedding materials. For one pipe.

Excavation work; Assuming tobe natural soil or lossed sandy soil.

Bedding; Using sandy soil materials

Page 3: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0304/17/2023

3/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022107 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 12.00 0.00 0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022108 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 12.00 0.00 0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Flags; size 40 x 40 x 4cm 0.00 m2 12.10 0.00 0.00 m2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Electrical Warning Tapes 0.00 Lm 1.00 0.00 0.00 Lm 120.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022109 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 12.00 0.00 0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Flags; size 25 x 25 x 2.5cm 0.00 m2 9.90 0.00 0.00 m2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Electrical Warning Tapes 0.00 Lm 1.00 0.00 0.00 Lm 120.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022110 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 12.00 0.00 0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Envelope; size 40 x 80cm 0.00 m3 159.50 0.00 0.00 m3 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Electrical Warning Tapes 0.00 Lm 1.00 0.00 0.00 Lm 120.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 25.30 0.00 0.00 Lm 15.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022111 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 12.00 0.00 0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Envelope; size 40 x 80cm 0.00 m3 159.50 0.00 0.00 m3 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Electrical Warning Tapes 0.00 Lm 1.00 0.00 0.00 Lm 120.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 25.30 0.00 0.00 Lm 15.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022150 Excavation to Foundations & G. Beams m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Assuming to be fracture materials. 0.00 m3 6.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022160 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0 M3 35.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022200 m3 #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling work; Using excavated soil materials

Disposal of the excess excavated materials

Excavation to Pipes Trenches. Including backfilling & sand bedding materials. For two pipe.

Excavation work; Assuming tobe natural soil or lossed sandy soil.

Bedding; Using sandy soil materials

Backfilling work; Using excavated soil materials

Disposal of the excess excavated materials

Excavation to Electrical Cable Trenches. Including backfilling, sand bedding materials, concrete flags & marking tapes. For 900mm wide trench.

Excavation work; Assuming tobe natural soil or lossed sandy soil.

Bedding; Using sandy soil materials

Backfilling work; Using excavated soil materials

Disposal of the excess excavated materials

Excavation to Electrical Cable Trenches. Including backfilling, sand bedding materials, concrete flags & marking tapes. For 300mm wide trench.

Excavation work; Assuming tobe natural soil or lossed sandy soil.

Bedding; Using sandy soil materials

Backfilling work; Using excavated soil materials

Disposal of the excess excavated materials

Duct Bank for Electrical Cables, 1000mm wide

Excavation work; Assuming tobe natural soil or lossed sandy soil.

Bedding; Using sandy soil materials

PVC conduit pipes, 4-nos. @ 100mm dia.

Backfilling work; Using excavated soil materials

Disposal of the excess excavated materials

Duct Bank for Electrical Cables, 900mm wide

Excavation work; Assuming tobe natural soil or lossed sandy soil.

Bedding; Using sandy soil materials

PVC conduit pipes, 3-nos. @ 100mm dia.

Backfilling work; Using excavated soil materials

Disposal of the excess excavated materials

Excavation to Basement including dewatering & disposal, 7.00m depth

Backfilling of soil from excavated materials & well compacted to Foundations & Grade Beams.

Page 4: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0304/17/2023

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Using excavated soil materials 0.00 m3 15.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022201 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 15.00 0.00 200.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022205 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using Imported soil materials, A-1-a 0.00 m3 18.00 0.00 0.00 m3 8.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022206 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using Imported soil materials, A-2-4 0.00 m3 15.00 0.00 0.00 m3 8.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

022207 Filling of Sand Blinding, 50mm thk m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 M2 2.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

022208 Filling of Granular Fill m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filling of Granular Fill 0.00 m3 20.00 0.00 0.00 m3 8.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

022209 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 16.00 0.00 0.00 m3 8.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

022210 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 16.00 0.00 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

022211 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 M3 6.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

022212 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 15.00 0.00 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

022213 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Approve borrow soil materials 0.00 m3 8.00 0.00 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

022300 Pavement Base m3 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 M3 45.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

022301 Sub-grade base materials, 200mm thick m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 m2 6.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

022302 150mm thick aggregate sub base m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 m2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

022303 200mm thick aggregate sub base m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using aggregates sub-base 0.00 m3 18.00 0.00 0.00 m3 7.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

022800 Soil Treatment (Termites Control) m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Dursband Termites control 0.00 m2 2.75 0.00 0.00 m2 200.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

022801 Soil Treatment (Termites Control) m2 #DIV/0! #DIV/0! 25,252.00 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 m2 3.50 0.00 0.00 m2 200.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025 PAVING AND SURFACING 0.00 0.00

025100 Asphalt Paving 0.00 0.00

025101 Prime coat, MC1 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 m2 1.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025102 M3 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 M3 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025103 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Prime coat, MC1 0.00 m2 0.75 0.00 0.00 m2 100.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 9.60 0.00 0.00 m2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Selected Fill and Backfill of soil obtained from excavated materials & well compacted to Basement.

Using selected soil fill from excavated material

Filling of soil materials to Footings & Grade Beams

Filling of soil materials to Footings & Grade Beams

Filling of Sub-base inside the building, using A-1-a soil materials.

Filling of Sub-base inside the building, using A-1-a soil materials.

Filling of soil around foundation, using A-1-a soil materials.

Filling of soil around foundation, using A-1-a soil materials.

Filling of Sub-base materials inside the corridor, 200mm thick.

Filling of approved soil materials to under grade slab inside the building.

Using soil material complying to A-2-4 classification

Filling of approved borrow soil materials to over site areas.

80mm thick asphaltic concrete base course

80mm thick asphaltic concrete base course with primer MC-1

80mm thick asphaltic concrete base course (due to less of qty, we increase the price)

Page 5: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

025104 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 m2 10.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025105 Tack coat, RC2 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Tack coat, RC2 0.00 m2 1.50 0.00 0.00 m2 100.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025106 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 8.40 0.00 0.00 m2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025107 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 m2 7.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025108 Road Asphalt m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-grade base materials, 200mm thick 0.00 m2 4.00 0.00 0.00 m2 45.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

150mm thick aggregate sub base 0.00 m2 4.75 0.00 0.00 m2 45.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Prime coat, MC1 0.00 m2 0.75 0.00 0.00 m2 100.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 6.00 0.00 0.00 m2 33.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Tack coat, RC2 0.00 m2 1.00 0.00 0.00 m2 100.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 4.00 0.00 0.00 m2 33.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025109 Road Asphalt m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-grade base materials, 200mm thick 0.00 m2 2.40 0.00 0.00 m2 40.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

200mm thick aggregate sub base 0.00 m2 3.60 0.00 0.00 m2 40.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Prime coat, MC1 0.00 m2 0.50 0.00 0.00 m2 200.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 7.00 0.00 0.00 m2 33.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025110 Concrete pavement 0.00 0.00

025111 R.C. Slab On Grade, 200 mm thk m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filling of 150mm thk compacted sub-base 0.00 m2 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polythelen Sheets, 150microns 0.00 m2 2.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Floor Joints Lm 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 160.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars, 2-layers of 12mm dia WWF 0.00 m2 11.38 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 2.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 4.83 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025120 Sidewalks , Driveways 0.00 0.00

025121 Precast wheel stoppers Nrs. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 1500 x 200 x 150mm 0.00 Nrs. 170.00 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Anchor Bolts, 16mm dia. 0.00 Nrs. 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Nrs. 6.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Nrs. 6.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025122 Precast wheel stoppers Nrs. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 2000 x 225 x 150mm 0.00 Nrs. 220.00 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Anchor Bolts, 16mm dia. 0.00 Nrs. 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Nrs. 6.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Nrs. 6.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025125 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 12.00 0.00 0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polythelen Sheets, 150microns 0.00 m2 1.00 0.00 0.00 m2 120.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars, 2-layers of 8mm dia WWF 0.00 m2 8.30 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 2.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 4.83 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025150 Asphalt Blocks 0.00 0.00

025158 Brick Paving 0.00 0.00

025160 Concrete Pavers 0.00 0.00

025161 Precast Concrete Pavers m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

70mm thick asphaltic concrete base course

70mm thick asphaltic concrete wearing course with RC-2 tack coat

70mm thick asphaltic concrete wearing course

50mm thick asphaltic concrete wearing course

60mm thick asphaltic concrete base course

40mm thick asphaltic concrete wearing course

70mm thick asphaltic concrete wearing course

Concrete, type V, 350kg/m3 cement contents (SR. 150 / M3)

R.C. Slab On Grade, 200 mm thk for Sidewalk.

Filling of 150mm thick compacted sub-base, using borrow soil materials

Concrete, type V, 350kg/m3 cement contents (SR. 145 / M3)

Page 6: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Size: 400 x 400 x 40mm thick 0.00 m2 10.45 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 m3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 m2 23.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m2 23.33 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filling of Sand as bedding 0.00 m3 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025162 Precast Concrete Pavers m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 400 x 400 x 40mm thick 0.00 m2 10.45 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 m3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 m2 23.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m2 23.33 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filling of 50mm thk Sand as bedding 0.00 m3 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filling of 150mm thk compacted sub-base 0.00 m3 30.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 75mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

6mm dia. WWF x 200 x 200mm 0.00 M2 6.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.24 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025163 Precast Concrete Pavers m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 400 x 400 x 40mm thick 0.00 m2 9.98 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 m3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 m2 26.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m2 26.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 137.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025170 Coloured Interlocking tiles, 80mm thick 284 m2 83 23,572 56.06 15,921.04 11.50 3,266.00 0.00 0.00 19,187.04 0.15989% 1,151.21 191.87 20,530.12 15% 3,079.52 23,609.64

Size: 200 x 100 x 80mm thick 284.00 m2 33.00 9,372.00 9,372.00 0.07810% 562.32 93.72 10,028.04 15% 1,504.21 11,532.25

Sand-Cement Mortar 14.20 m3 154.00 2,186.80 2,186.80 0.01822% 131.18 21.86 2,339.84 15% 350.98 2,690.82

Mason 284.00 m2 20.00 14.20 100.00 5.00 1,420.00 1,420.00 0.01183% 85.18 14.20 1,519.38 15% 227.91 1,747.29

Labour 284.00 m2 20.00 14.20 60.00 3.00 852.00 852.00 0.00710% 51.12 8.52 911.64 15% 136.75 1,048.39

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 28.40 M3 135.30 3,842.52 3,842.52 0.03202% 230.54 38.42 4,111.48 15% 616.72 4,728.20

Formworks 56.80 M2 2.50 142.00 142.00 0.00118% 8.50 1.42 151.92 15% 22.79 174.71

Polyethelene Sheet 284.00 M2 0.83 235.72 235.72 0.00196% 14.11 2.35 252.18 15% 37.83 290.01

Carpenter 28.40 M3 7.50 3.79 100.00 13.35 379.00 379.00 0.00316% 22.75 3.79 405.54 15% 60.83 466.37

Mason 28.40 M3 15.00 1.89 100.00 6.65 189.00 189.00 0.00158% 11.38 1.90 202.28 15% 30.34 232.62

Labourer 28.40 M3 5.00 5.68 60.00 12.00 340.80 340.80 0.00284% 20.45 3.41 364.66 15% 54.70 419.36

Filling of Sand as bedding 14.20 m3 10.00 142.00 14.20 M3 10.00 1.42 60.00 6.00 85.20 227.20 0.00189% 13.61 2.27 243.08 15% 36.46 279.54

0.00 0.00

Interlocking tiles, 80mm thick m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 200 x 100 x 80mm thick 0.00 m2 35.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 m3 154.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 m2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 145.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filling of Sand as bedding 0.00 m3 10.00 0.00 0.00 M3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025171 Interlocking tiles, 80mm thick m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 200 x 100 x 80mm thick 0.00 m2 35.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 m3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 m2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filling of Sand as bedding 0.00 m3 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025172 Precast Cement tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 200 x 200 x 20mm thick 0.00 m2 9.45 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 m3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 m2 23.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m2 23.33 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filling of Sand as bedding 0.00 m2 3.00 0.00 0.00 m2 40.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025200 Stone Pavers 0.00 0.00

025250 Curb Stone 0.00 0.00

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

025163 Precast Concrete Pavers m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 400 x 400 x 50mm thick 0.00 m2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 m3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 m2 23.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m2 23.33 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filling of Sand as bedding 0.00 m3 13.00 0.00 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025251 Precast Concrete Curbs @ BASEMENT 452 Lm 25 11,300 13.37 6,040.98 6.67 3,012.80 0.00 0.00 9,053.78 0.07545% 543.24 90.54 9,687.56 15% 1,453.13 11,140.69

Size: 150 x 300 x 500mm 452.00 Lm 9.90 4,474.80 4,474.80 0.03729% 268.49 44.75 4,788.04 15% 718.21 5,506.25

Sand-Cement Mortar & Grouting 10.17 M3 154.00 1,566.18 1,566.18 0.01305% 93.96 15.66 1,675.80 15% 251.37 1,927.17

Mason to fix the precast curbs 452.00 Lm 24.00 18.83 100.00 4.17 1,883.00 1,883.00 0.01569% 112.97 18.83 2,014.80 15% 302.22 2,317.02

Labour to fix precast curbs 452.00 Lm 24.00 18.83 60.00 2.50 1,129.80 1,129.80 0.00942% 67.82 11.30 1,208.92 15% 181.34 1,390.26

025252 31.5 Lm 63 1,985 39.03 1,229.47 12.03 378.80 0.00 0.00 1,608.27 0.01340% 96.48 16.08 1,720.83 15% 258.12 1,978.95

CONVERTING TO WHEEL BUMPER 21 NOS. 95 1,985

Size: 150 x 300 x 500mm 31.50 Lm 11.66 367.29 367.29 0.00306% 22.03 3.67 392.99 15% 58.95 451.94

Sand-Cement Mortar 0.71 M3 154.00 109.34 109.34 0.00091% 6.55 1.09 116.98 15% 17.55 134.53

Mason to fix the precast curbs 31.50 Lm 24.00 1.31 100.00 4.16 131.00 131.00 0.00109% 7.85 1.31 140.16 15% 21.02 161.18

Labour to fix precast curbs 31.50 Lm 24.00 1.31 60.00 2.50 78.60 78.60 0.00066% 4.75 0.79 84.14 15% 12.62 96.76

Excavation 2.13 m3 10.00 0.21 60.00 5.92 12.60 12.60 0.00011% 0.79 0.13 13.52 15% 2.03 15.55

Backfill 1.28 m3 10.00 0.13 60.00 6.09 7.80 7.80 0.00007% 0.50 0.08 8.38 15% 1.26 9.64

Plain Concrete & Backing 0.00 0.00

Concrete, type V 4.65 M3 135.30 629.15 629.15 0.00524% 37.73 6.29 673.17 15% 100.98 774.15

Formworks 18.60 M2 2.50 46.50 46.50 0.00039% 2.81 0.47 49.78 15% 7.47 57.25

Polyethelene Sheet 93.00 M2 0.83 77.19 77.19 0.00064% 4.61 0.77 82.57 15% 12.39 94.96

Carpenter for PC 4.65 M3 7.50 0.62 100.00 13.33 62.00 62.00 0.00052% 3.74 0.62 66.36 15% 9.95 76.31

Mason for PC 4.65 M3 15.00 0.31 100.00 6.67 31.00 31.00 0.00026% 1.87 0.31 33.18 15% 4.98 38.16

Labourer for PC 4.65 M3 5.00 0.93 60.00 12.00 55.80 55.80 0.00047% 3.38 0.56 59.74 15% 8.96 68.70

0.00 0.00

025253 98 Lm 44 4,312 25.56 2,504.43 8.42 825.60 1.38 135.02 3,465.05 0.02888% 207.94 34.66 3,707.65 15% 556.15 4,263.80

Size: 150 x 300 x 500mm 98.00 Lm 11.55 1,131.90 1,131.90 0.00943% 67.90 11.32 1,211.12 15% 181.67 1,392.79

Sand-Cement Mortar 2.21 M3 154.00 340.34 340.34 0.00284% 20.45 3.41 364.20 15% 54.63 418.83

Mason to fix the precast curbs 98.00 Lm 24.00 4.08 100.00 4.16 408.00 408.00 0.00340% 24.48 4.08 436.56 15% 65.48 502.04

Labour to fix precast curbs 98.00 Lm 24.00 4.08 60.00 2.50 244.80 244.80 0.00204% 14.69 2.45 261.94 15% 39.29 301.23

Excavation 6.62 m3 12.00 79.44 79.44 0.00066% 4.75 0.79 84.98 15% 12.75 97.73

Backfill 3.97 m3 14.00 55.58 55.58 0.00046% 3.31 0.55 59.44 15% 8.92 68.36

Plain Concrete, 50mm thick 0.00 0.00

Concrete, type V 5.39 M3 148.50 800.42 800.42 0.00667% 48.02 8.00 856.44 15% 128.47 984.91

Formworks 21.56 M2 2.50 53.90 53.90 0.00045% 3.24 0.54 57.68 15% 8.65 66.33

Polyethelene Sheet 107.80 M2 1.65 177.87 177.87 0.00148% 10.66 1.78 190.31 15% 28.55 218.86

Carpenter for PC 5.39 M3 7.50 0.72 100.00 13.36 72.00 72.00 0.00060% 4.32 0.72 77.04 15% 11.56 88.60

Mason for PC 5.39 M3 15.00 0.36 100.00 6.68 36.00 36.00 0.00030% 2.16 0.36 38.52 15% 5.78 44.30

Labourer for PC 5.39 M3 5.00 1.08 60.00 12.02 64.80 64.80 0.00054% 3.89 0.65 69.34 15% 10.40 79.74

0.00 0.00

025254 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 100 x 300 x 500mm 0.00 Lm 10.45 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason to fix the precast curbs 0.00 Lm 26.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour to fix precast curbs 0.00 Lm 26.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 m3 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfill 0.00 m3 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plain Concrete, 50mm thick 0.00 0.00

Concrete, type V 0.00 M3 148.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter for PC 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason for PC 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer for PC 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025700 Pavement Repair 0.00 0.00

025800 Pavement Marking 0.00 0.00

025801 Floor painting Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Transparent paint, 100-120mm wide 0.00 m 9.00 0.00 0.00 m 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

025802 Parking lines, 100mm wide Lm #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 Lm 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

026 PIPE UTILITIES 0.00 0.00

026010 Piped utilities 0.00 0.00

026050 Manholes & Cleanouts 0.00 0.00

026051 Manholes Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Inspection Chambers 0.00 0.00

Size: 900mm x 900 x 700mm depth Nr 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 32.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 35.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Precast Concrete Curbs with concrete backing

Precast Concrete Curbs with Lean concrete.

Precast Concrete Curbs with concrete backing

Page 8: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 15.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External Damp proofing 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of cold Bitumen asphalt 0.00 M2 4.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nrs. 800.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sewage Manholes with cover 0.00 0.00

Nrs 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 32.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 35.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 50mm thick 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 15.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External H2O proofing 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-coat of H2O membrane + 1-coat of primer 0.00 M2 19.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nrs. 600.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

026052 Precast Manhole to Inspection Chamber Nrs. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 1.20m diam x 1.50m depth 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 19.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Basement, 1.20 x 0.18 x 1.20m high 0.00 Nr. 1,270.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rings, 1.2 x 0.18 x 0.3m high 0.00 Nr. 320.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Tapered 1.20/0.60 x 1.00m high 0.00 Nr. 696.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Erection of Precast Manholes 0.00 Nrs. 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External Damproofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using Epoxy coaltar 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nr. 650.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

026055 Catch Basin 1 Nrs 3,410 3,410 921.87 921.87 633.60 633.60 0.00 1,216.00 1,216.00 2,771.47 0.02310% 166.32 27.72 2,965.51 15% 444.83 3,410.34

Concrete catch Basin 0.00 0.00 0.00

Size: 1.00m x 1.00 x 1.25m depth 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 5.00 M3 19.20 96.00 96.00 0.00080% 5.76 0.96 102.72 15% 15.41 118.13

Backfilling of soil 1.00 M3 14.00 14.00 14.00 0.00012% 0.86 0.14 15.00 15% 2.25 17.25

Disposal of Excavated materials 4.00 M3 7.00 28.00 28.00 0.00023% 1.66 0.28 29.94 15% 4.49 34.43

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.13 M3 143.00 18.59 18.59 0.00015% 1.08 0.18 19.85 15% 2.98 22.83

Formworks 0.52 M2 2.50 1.30 1.30 0.00001% 0.07 0.01 1.38 15% 0.21 1.59

Polyethelene Sheet 2.60 M2 1.65 4.29 4.29 0.00004% 0.29 0.05 4.63 15% 0.69 5.32

Carpenter 0.13 M3 7.50 0.02 100.00 15.38 2.00 2.00 0.00002% 0.14 0.02 2.16 15% 0.32 2.48

Mason 0.13 M3 15.00 0.01 100.00 7.69 1.00 1.00 0.00001% 0.07 0.01 1.08 15% 0.16 1.24

Labourer 0.13 M3 5.00 0.03 60.00 13.85 1.80 1.80 0.00002% 0.14 0.02 1.96 15% 0.29 2.25

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 2.30 M3 171.20 393.76 393.76 0.00328% 23.62 3.94 421.32 15% 63.20 484.52

Rebars (Cut & bent) 218.50 KGS 1.58 345.23 345.23 0.00288% 20.74 3.46 369.43 15% 55.41 424.84

Formworks 18.40 M2 8.00 147.20 147.20 0.00123% 8.86 1.48 157.54 15% 23.63 181.17

Miscellaneous 2.30 M3 5.00 11.50 11.50 0.00010% 0.72 0.12 12.34 15% 1.85 14.19

Carpenter 2.30 M3 0.75 3.07 100.00 133.48 307.00 307.00 0.00256% 18.43 3.07 328.50 15% 49.28 377.78

Cast Iron Manhole Cover, 60cm x 60 cm, MC-224CDHD

Size: 600mm x 600mm x 1500mm depth (average)

Cast Iron Manhole Cover, 60cm x 60 cm, MC-224CDHD

Precast Manhole, 2.50m clear depth, externally coated by damp proofing

Cast Iron Manhole Cover & Frame, 60cm dia.

D517
Wdampilly Prado:
Page 9: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Steelfixer 2.30 M3 1.50 1.53 100.00 66.52 153.00 153.00 0.00128% 9.22 1.54 163.76 15% 24.56 188.32

Mason 2.30 M3 3.00 0.77 100.00 33.48 77.00 77.00 0.00064% 4.61 0.77 82.38 15% 12.36 94.74

Labourer 2.30 M3 1.50 1.53 60.00 39.91 91.80 91.80 0.00077% 5.54 0.92 98.26 15% 14.74 113.00

External H2O proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-coat of H2O membrane + 1-coat of primer 12.00 M2 19.00 228.00 228.00 0.00190% 13.68 2.28 243.96 15% 36.59 280.55

PVC Water stop 5.00 Lm 30.00 150.00 150.00 0.00125% 9.00 1.50 160.50 15% 24.08 184.58

Cast Iron Manhole Grating, 60cm x 60 cm 1.00 Nrs. 700.00 700.00 700.00 0.00583% 41.98 7.00 748.98 15% 112.35 861.33

0.00 0.00

026056 Catch Basin with 2 cover Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete catch Basin 0.00 0.00 0.00

Size: 1.50m x 1.00 x 1.25m depth 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 19.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External Water proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-coat of H2O membrane + 1-coat of primer 0.00 M2 19.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

PVC Water stop 0.00 Lm 30.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast Iron Manhole Grating, 60cm x 60 cm Nrs. 700.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

026070 Precast Manhole Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 1.20m diam x 1.50m depth 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 19.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Basement, 1.20 x 0.18 x 1.20m high 0.00 Nr. 1,270.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rings, 1.2 x 0.18 x 0.3m high 0.00 Nr. 320.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Tapered 1.20/0.60 x 1.00m high 0.00 Nr. 696.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Erection of Precast Manholes 0.00 Nrs. 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External Water proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-coat of H2O membrane 0.00 M2 17.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nr. 650.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

026071 Precast Manhole Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 1.20m diam x 1.50m depth 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Precast Manhole, 2.20m clear depth 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Basement, 1.20 x 0.18 x 1.20m high 0.00 Nr. 1,270.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Tapered 1.20/0.60 x 1.00m high 0.00 Nr. 696.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Erection of Precast Manholes 0.00 Nrs. 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Damp proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Damp proofing 0.00 m2 3.00 0.00 0.00 m2 100.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Precast Manhole, 2.50m clear depth, externally coated by damp proofing

Cast Iron Manhole Cover & Frame, 60cm dia.

Page 10: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0304/17/2023

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 nr. 650.00 0.00 0.00 nrs. 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

026072 Precast Manhole, Back Drop type Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 1.20m diam x 1.50m depth 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 19.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Precast Manhole, 2.50m clear depth 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Basement, 1.20 x 0.18 x 1.20m high 0.00 Nr. 1,270.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rings, 1.2 x 0.18 x 0.3m high 0.00 Nr. 320.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Tapered 1.20/0.60 x 1.00m high 0.00 Nr. 696.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Erection of Precast Manholes 0.00 Nrs. 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External Water proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-coat of H2O membrane 0.00 M2 17.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nr. 650.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

026080 Electrical Manhole Nrs. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 1.05m x 1.55 x 1.25m clear depth 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 19.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External Water proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-coat of H2O membrane + 1-coat of primer 0.00 M2 19.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

PVC Water stop 0.00 Lm 40.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast Iron Manhole Grating, 60cm x 60 cm 0.00 Nrs. 700.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast Iron Sump Grating, 30cm x 30 cm 0.00 Nrs. 350.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Related Electrical Works 0.00 Nrs. 515.00 0.00 0.00 Nrs. 90.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

026081 Electrical Manhole Nrs. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 1.05m x 1.55 x 1.25m clear depth 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 19.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External Water proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-coat of H2O membrane + 1-coat of primer 0.00 M2 19.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast Iron Manhole Cover & Frame, 60cm dia.

Cast Iron Manhole Cover & Frame, 60cm dia.

Page 11: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0304/17/2023

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

PVC Water stop 0.00 Lm 40.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast Iron Manhole Grating, 60cm x 60 cm 0.00 Nrs. 700.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast Iron Sump Grating, 30cm x 30 cm 0.00 Nrs. 350.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Related Electrical Works 0.00 Nrs. 515.00 0.00 0.00 Nrs. 90.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

026082 Electrical Manhole Nrs. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 1.00m x 1.00 x 0.80m clear depth 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 m3 6.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External Damp proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of primer 0.00 m2 0.75 0.00 0.00 m2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nrs. 575.00 see separate price 0.00 Nos. 3.00 0.00 60.00 see separate price

026100 Pipe & Fittings 0.00 0.00

026400 Valves & cocks 0.00 0.00

026650 Water Systems 0.00 0.00

026700 Water Wells 0.00 0.00

026800 Full Distribution 0.00 0.00

026850 Gas Distribution System 0.00 0.00

027 SEWERAGE AND DRAINAGE SYSTEM 0.00 0.00

027050 Drainage System 0.00 0.00

027051 Drainage Gullies Trench Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 700 x 500mm depth 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 32.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 35.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 50mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Damp proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Bitumen Cold Asphalt 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 700mm wide, sub-con by BOA 0.00 Lm 240.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

027150 Sewage System #DIV/0! 0.00 0.00

027151 Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 m3 6.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 50mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast Iron Manhole Grating, 50cm x 50 cm, MC-220DT (HD)

Galvanzied Steel Grating Cover with frames

Sewage Manholes with Cast-Iron Frame & Cover

Size: 900mm x 900mm x 1200mm depth (average) nominal size

Page 12: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0304/17/2023

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 10.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External Damp proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Bituminous primer 0.00 m2 1.50 0.00 0.00 m2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 598.00 See separate pr 0.00 Nos. 3.00 0.00 60.00 See separate price

0.00 0.00

027152 Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 m3 6.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 m3 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 50mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External Damp proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Bituminous primer 0.00 m2 0.75 0.00 0.00 m2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 598.00 0.00 0.00 Nos. 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

027350 Waste water System 0.00 0.00

027400 Septic System 0.00 0.00

028 SITE IMPROVEMENTS 0.00 0.00

028100 Irrigation Systems 0.00 0.00

028200 Fountains 0.00 0.00

028201 Concrete Fountains Item #DIV/0! #DIV/0! #DIV/0! 44,894.91 #DIV/0! 10,748.40 0.00 #DIV/0! 42,636.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 72.00 M3 38.50 2,772.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 18.50 M3 35.00 647.50 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 53.50 M3 7.00 374.50 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 50mm thick 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 10.18 M3 143.00 1,455.74 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 40.72 M2 2.50 101.80 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 203.60 M2 1.65 335.94 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 10.18 M3 7.50 1.36 100.00 13.36 136.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 10.18 M3 8.00 1.27 100.00 12.48 127.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 10.18 M3 5.00 2.04 60.00 12.02 122.40 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 46.50 M3 171.20 7,960.80 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 6,742.50 KGS 1.58 10,653.15 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 372.00 M2 8.00 2,976.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 46.50 M3 5.00 232.50 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 46.50 M3 1.50 31.00 100.00 66.67 3,100.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 46.50 M3 3.00 15.50 100.00 33.33 1,550.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 46.50 M3 6.00 7.75 100.00 16.67 775.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 46.50 M3 3.00 15.50 60.00 20.00 930.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Damp Proofing 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using Cold Bitumen asphalt 107.00 M2 4.00 428.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Internal Waterproofing 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using Elastomeric paint 187.00 M2 22.00 4,114.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Floor Screed, 50mm thick 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using Sand-cement screed 101.00 M2 7.88 795.88 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 101.00 M2 30.00 3.37 100.00 3.34 337.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 101.00 M2 30.00 3.37 60.00 2.00 202.20 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plastering works to received tiles m2 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Marble Capping, 2cm thick Lm 0.00 Lm 40.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast Iron Manhole Cover, 60cm dia. 40 Tons, MC-260R5CDHD

Sewage Manholes with Cast-Iron Frame & Cover

Size: 600mm x 600mm x 1500mm depth (average)

Cast Iron Manhole Cover, 60cm x 60 cm, MC-224CDHD

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Mosaic walls & floor tiles @ external face 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 25 x 25mm, using 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

253.00 M2 55.00 13,915.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

885.50 KGS 5.61 4,967.66 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

252.60 KGS 5.94 1,500.44 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 253.00 M2 11.67 21.68 100.00 8.57 2,168.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 253.00 M2 11.67 21.68 60.00 5.14 1,300.80 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Electrical Works 2.00 sets 5,150.00 10,300.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mechanical Works 2.00 sets 12,000.00 24,000.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

028300 Fence & gates 0.00 0.00

028301 Fence Wall, 3000mm high Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Buildings 0.00 0.00

Excavation to Foundn & G. Beams 0.00 M3 32.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling to Foundn & G. Beams 0.00 M3 35.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of excavated materials 0.00 M3 6.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plain Concrete, 50mm thick 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC FOOTINGS 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 4.50 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 9.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

R.C. For Tie Beams, 20cm thk 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC COLUMNS 0.00 0.00

Concrete, type 1 0.00 M3 155.15 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC CAPPING BEAMS 0.00 0.00

Concrete, type 1 0.00 M3 152.25 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 5.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

CHB, 20CM THICK 0.00 0.00

Concrete Hollow Block 0.00 M2 16.50 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

DAMPROOFING WORK M2 0.00 0.00

2-coats of Cold Bitumen Asphalt 0.00 M2 1.80 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 28.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

PLASTER & PAINTED FINISHED M2 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Textured Paint 0.00 Liters 11.04 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Plastering work 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Made in Spain, colour code #51-A, 52-A & 54-A

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

028302 120 Lm 1,152 138,240 745.35 89,442.18 190.57 22,868.80 0.00 0.00 112,310.98 0.93592% 6,738.62 1,123.10 120,172.70 15% 18,025.91 138,198.61

To Buildings 0.00 0.00

Excavation to Foundn & G. Beams 17.46 M3 5.00 3.49 60.00 11.99 209.40 209.40 0.00175% 12.60 2.10 224.10 15% 33.62 257.72

Backfilling to Foundn & G. Beams 10.48 M3 10.00 1.05 60.00 6.01 63.00 63.00 0.00053% 3.82 0.64 67.46 15% 10.12 77.58

Disposal of excavated materials 6.98 M3 10.00 0.70 60.00 6.02 42.00 42.00 0.00035% 2.52 0.42 44.94 15% 6.74 51.68

Plain Concrete, 100mm thick 0.00 0.00 0.00

Concrete, type V 1.36 M3 137.50 187.00 187.00 0.00156% 11.23 1.87 200.10 15% 30.02 230.12

Formworks 5.44 M2 2.50 13.60 13.60 0.00011% 0.79 0.13 14.52 15% 2.18 16.70

Polyethelene Sheet 27.20 M2 0.83 22.58 22.58 0.00019% 1.37 0.23 24.18 15% 3.63 27.81

Carpenter 1.36 M3 7.50 0.18 100.00 13.24 18.00 18.00 0.00015% 1.08 0.18 19.26 15% 2.89 22.15

Mason 1.36 M3 15.00 0.09 100.00 6.62 9.00 9.00 0.00008% 0.58 0.10 9.68 15% 1.45 11.13

Labourer 1.36 M3 5.00 0.27 60.00 11.91 16.20 16.20 0.00014% 1.01 0.17 17.38 15% 2.61 19.99

RCC FOOTING STRIPS 0.00 0.00 0.00

Concrete, type V 3.49 M3 162.75 568.00 568.00 0.00473% 34.06 5.68 607.74 15% 91.16 698.90

Rebars (Cut & bent) 331.55 KGS 1.41 467.49 467.49 0.00390% 28.08 4.68 500.25 15% 75.04 575.29

Formworks 4.01 M2 10.00 40.10 40.10 0.00033% 2.38 0.40 42.88 15% 6.43 49.31

Miscellaneous 3.49 M3 5.00 17.45 17.45 0.00015% 1.08 0.18 18.71 15% 2.81 21.52

Carpenter 3.49 M3 4.50 0.78 100.00 22.35 78.00 78.00 0.00065% 4.68 0.78 83.46 15% 12.52 95.98

Steelfixer 3.49 M3 3.00 1.16 100.00 33.24 116.00 116.00 0.00097% 6.98 1.16 124.14 15% 18.62 142.76

Mason 3.49 M3 9.00 0.39 100.00 11.17 39.00 39.00 0.00033% 2.38 0.40 41.78 15% 6.27 48.05

Labourer 3.49 M3 3.00 1.16 60.00 19.94 69.60 69.60 0.00058% 4.18 0.70 74.48 15% 11.17 85.65

RCC COLUMNS 0.00 0.00 0.00

Concrete, type 1 10.12 M3 160.50 1,624.26 1,624.26 0.01354% 97.49 16.25 1,738.00 15% 260.70 1,998.70

Rebars (Cut & bent) 1,619.20 KGS 1.41 2,283.07 2,283.07 0.01903% 137.02 22.84 2,442.93 15% 366.44 2,809.37

Formworks 50.60 M2 12.00 607.20 607.20 0.00506% 36.43 6.07 649.70 15% 97.46 747.16

Miscellaneous 10.12 M3 5.00 50.60 50.60 0.00042% 3.02 0.50 54.12 15% 8.12 62.24

Carpenter 10.12 M3 1.50 6.75 100.00 66.70 675.00 675.00 0.00563% 40.54 6.76 722.30 15% 108.35 830.65

Steelfixer 10.12 M3 3.00 3.37 100.00 33.30 337.00 337.00 0.00281% 20.23 3.37 360.60 15% 54.09 414.69

Mason 10.12 M3 6.00 1.69 100.00 16.70 169.00 169.00 0.00141% 10.15 1.69 180.84 15% 27.13 207.97

Labourer 10.12 M3 3.00 3.37 60.00 19.98 202.20 202.20 0.00169% 12.17 2.03 216.40 15% 32.46 248.86

RCC CAPPING BEAMS 0.00 0.00 0.00

Concrete, type 1 4.80 M3 152.25 730.80 730.80 0.00609% 43.85 7.31 781.96 15% 117.29 899.25

Rebars (Cut & bent) 336.00 KGS 1.41 473.76 473.76 0.00395% 28.44 4.74 506.94 15% 76.04 582.98

Formworks, 4.00m high supports 96.00 M2 12.00 1,152.00 1,152.00 0.00960% 69.12 11.52 1,232.64 15% 184.90 1,417.54

Miscellaneous 4.80 M3 5.00 24.00 24.00 0.00020% 1.44 0.24 25.68 15% 3.85 29.53

Carpenter 4.80 M3 1.38 3.48 100.00 72.50 348.00 348.00 0.00290% 20.88 3.48 372.36 15% 55.85 428.21

Steelfixer 4.80 M3 2.75 1.75 100.00 36.46 175.00 175.00 0.00146% 10.51 1.75 187.26 15% 28.09 215.35

Mason 4.80 M3 5.50 0.87 100.00 18.13 87.00 87.00 0.00073% 5.26 0.88 93.14 15% 13.97 107.11

Labourer 4.80 M3 2.75 1.75 60.00 21.88 105.00 105.00 0.00088% 6.34 1.06 112.40 15% 16.86 129.26

CHB, 20CM THICK 0.00 0.00 0.00

Concrete Hollow Block 351.52 M2 16.50 5,800.08 5,800.08 0.04833% 347.98 58.00 6,206.06 15% 930.91 7,136.97

Horizontal Rebars, 10mm dia. 723.10 KGS 1.41 1,019.57 1,019.57 0.00850% 61.20 10.20 1,090.97 15% 163.65 1,254.62

Sand-Cement Mortar 7.03 M3 198.00 1,391.94 1,391.94 0.01160% 83.52 13.92 1,489.38 15% 223.41 1,712.79

Mason 351.52 M2 20.00 17.58 100.00 5.00 1,758.00 1,758.00 0.01465% 105.48 17.58 1,881.06 15% 282.16 2,163.22

Labour 351.52 M2 20.00 17.58 60.00 3.00 1,054.80 1,054.80 0.00879% 63.29 10.55 1,128.64 15% 169.30 1,297.94

DAMPROOFING WORK 0.00 0.00 0.00

2-coats of Cold Bitumen Asphalt 67.90 M2 1.80 122.22 122.22 0.00102% 7.34 1.22 130.78 15% 19.62 150.40

Labour 67.90 M2 50.00 1.36 60.00 1.20 81.60 81.60 0.00068% 4.90 0.82 87.32 15% 13.10 100.42

PLASTER & PAINTED FINISHED 720 0.00 0.00 0.00

Sand-Cement Mortar 14.40 M3 172.50 2,484.00 2,484.00 0.02070% 149.04 24.84 2,657.88 15% 398.68 3,056.56

1-Coat of Sealer / Primer 79.99 Liters 10.80 863.89 863.89 0.00720% 51.84 8.64 924.37 15% 138.66 1,063.03

2-coats of Putty 1,124.93 KGS 1.54 1,732.39 1,732.39 0.01444% 103.97 17.33 1,853.69 15% 278.05 2,131.74

2-Coats of Textured Paint 159.98 Liters 11.04 1,766.18 1,766.18 0.01472% 105.98 17.66 1,889.82 15% 283.47 2,173.29

Paintor 720.00 M2 25.00 28.80 100.00 4.00 2,880.00 2,880.00 0.02400% 172.80 28.80 3,081.60 15% 462.24 3,543.84

Labour for Painting work 720.00 M2 75.00 9.60 60.00 0.80 576.00 576.00 0.00480% 34.56 5.76 616.32 15% 92.45 708.77

Mason 720.00 M2 20.00 36.00 100.00 5.00 3,600.00 3,600.00 0.03000% 216.00 36.00 3,852.00 15% 577.80 4,429.80

Labour for Plastering work 720.00 M2 20.00 36.00 60.00 3.00 2,160.00 2,160.00 0.01800% 129.60 21.60 2,311.20 15% 346.68 2,657.88

Guard Rail, 65mm dia. epoxy coated 120.00 Lm 550.00 66,000.00 120.00 Lm 1.50 80.00 100.00 66.67 8,000.00

0.00 0.00

Concrete Fence Wall, 2200mm high M3 #DIV/0! #DIV/0! #DIV/0! 67,408.80 #DIV/0! 21,713.20 0.00 #DIV/0! 2,779.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Entry Gates 0.00 0.00

Excavation to Foundn & G. Beams 51.00 M3 32.00 1,632.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling to Foundn & G. Beams 29.00 M3 35.00 1,015.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of excavated materials 22.00 M3 6.00 132.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plain Concrete, 50mm thick 0.00 0.00

Concrete, type V 2.50 M3 143.00 357.50 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 10.00 M2 2.50 25.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 50.00 M2 1.65 82.50 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 2.50 M3 7.50 0.33 100.00 13.20 33.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 2.50 M3 15.00 0.17 100.00 6.80 17.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 2.50 M3 5.00 0.50 60.00 12.00 30.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC STRIP FOOTINGS 0.00 0.00

Concrete, type V 22.00 M3 171.20 3,766.40 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 2,530.00 KGS 1.55 3,921.50 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 25.30 M2 8.00 202.40 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 22.00 M3 5.00 110.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 22.00 M3 4.50 4.89 100.00 22.23 489.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 22.00 M3 3.00 7.33 100.00 33.32 733.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 22.00 M3 9.00 2.44 100.00 11.09 244.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Fence Wall, 3000mm high (Partly w/out footing)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Labourer 22.00 M3 3.00 7.33 60.00 19.99 439.80 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

R.C. For Walls, 20cm thk 0.00 0.00

Concrete, type V 143.00 M3 171.20 24,481.60 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 14,300.00 KGS 1.55 22,165.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 1,430.00 M2 8.00 11,440.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 143.00 M3 5.00 715.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 143.00 M3 1.50 95.33 100.00 66.66 9,533.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 143.00 M3 3.00 47.67 100.00 33.34 4,767.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 143.00 M3 6.00 23.83 100.00 16.66 2,383.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 143.00 M3 3.00 47.67 60.00 20.00 2,860.20 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

DAMPROOFING WORK 0.00 0.00

2-coats of Cold Bitumen Asphalt 86.00 M2 1.65 141.90 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 86.00 M2 28.00 3.07 60.00 2.14 184.20 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

028303 Lm #DIV/0! #DIV/0! #DIV/0! 51,780.00 #DIV/0! 8,175.00 0.00 #DIV/0! 0.00 59,955.00 0.49963% 3,597.34 599.56 64,151.90 15% 9,622.79 73,774.69

Applicable to Industrial Area 0.00 0.00

Excavation to Foundn & G. Beams 0.00 m3 6.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling to Foundn & G. Beams 0.00 m3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of excavated materials 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plain Concrete, 100mm thick 0.00 0.00 0.00

Concrete, type V 0.00 M3 137.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC ISOLATED FOOTINGS 0.00 0.00 0.00

Concrete, type V 0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 4.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 9.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

R.C. For Grade Beams & Cap Beams 0.00 0.00 0.00

Concrete, type V 0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

DAMPROOFING WORK 0.00 0.00 0.00

2-coats of Cold Bitumen Asphalt 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 28.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

WATERPROOFING WORK 0.00 0.00 0.00

0.00 M2 11.40 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 M2 18.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Lime Block, 20cm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Lime Block 0.00 M2 34.38 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 15.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

STEEL GRILLS 0.00 0.00 0.00

80cm high Steel Grills 0.00 Lm 50.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 Lm 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

ELECTRICAL WORKS 0.00 0.00 0.00

Related Electrical works 156.00 Nos. 330.00 51,480.00 51,480.00 0.42900% 3,088.80 514.80 55,083.60 15% 8,262.54 63,346.14

Labour 156.00 Nos. 2.00 78.00 100.00 50.00 7,800.00 7,800.00 0.06500% 468.00 78.00 8,346.00 15% 1,251.90 9,597.90

EXPANSION JOINTS 0.00 0.00 0.00

10mm thk Filler board with sealants 75.00 Lm 4.00 300.00 300.00 0.00250% 18.00 3.00 321.00 15% 48.15 369.15

Labour 75.00 Lm 20.00 3.75 100.00 5.00 375.00 375.00 0.00313% 22.54 3.76 401.30 15% 60.20 461.50

0.00 0.00 0.00

028700 Site / Street Furnishings #DIV/0! 0.00 0.00

029 LANDSCAPING 0.00 0.00

029100 Shrub / Tree Transplanting 0.00 0.00

029200 Soil preparation 0.00 0.00

029201 Agricultural soil to flower beds m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

AFNAN Supplier 0.00 no. 80.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

029400 Planter Boxes (Interior) Item #DIV/0! #DIV/0! #DIV/0! 18,961.66 #DIV/0! 6,080.00 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 50mm thick 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 16.00 M3 143.00 2,288.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 64.00 M2 2.50 160.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Fence Wall, 2400mm overall high incldg. 80cm high steel grill & Electrical works

1-layer of water proofing membrane, 3mm thick

Page 16: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0404/17/2023

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Polyethelene Sheet 320.00 M2 1.65 528.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 16.00 M3 7.50 2.13 100.00 13.31 213.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 16.00 M3 15.00 1.07 100.00 6.69 107.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 16.00 M3 5.00 3.20 60.00 12.00 192.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

CHB, 20cm thick 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block 696.00 M2 16.50 11,484.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 1,431.73 KGS 1.54 2,204.86 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 13.92 M3 165.00 2,296.80 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 696.00 M2 20.00 34.80 100.00 5.00 3,480.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 696.00 M2 20.00 34.80 60.00 3.00 2,088.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Walls m2 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Acrylic Paint 0.00 Liters 10.80 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Plastering work 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plastering works to received tiles m2 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Marble Capping, 2cm thick Lm 0.00 Lm 40.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mosaic walls tiles @ external face 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 25 x 25mm, using 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 55.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.61 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 11.67 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 11.67 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

029401 Planter Boxes (Interior) Ea #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

CHB, 20cm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Marble Capping, 30 x 2cm thick 0.00 Lm 25.00 0.00 0.00 Lm 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External Carrara Marble cladding 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 300 x 300 x 20mm 0.00 m2 145.00 0.00 0.00 m2 0.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Waterproofing membrane 2-layers 0.00 m2 22.00 0.00 0.00 m2 14.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Agricultural soil 0.00 m3 80.00 0.00 0.00 m3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Indoor Plants, 10 pots 0.00 nos. 50.00 0.00 0.00 nos. 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Bermuda Grass 0.00 m2 15.00 0.00 0.00 m2 15.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pebbles & Big Rock 0.00 lot 50.00 0.00 0.00 lot 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

029402 Rectangular Planter Boxes (Interior) Ea #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

CHB, 20cm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Marble Capping, 30 x 2cm thick 0.00 Lm 25.00 0.00 0.00 Lm 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External Carrara Marble cladding 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 300 x 300 x 20mm 0.00 m2 145.00 0.00 0.00 m2 0.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Waterproofing membrane 2-layers 0.00 m2 22.00 0.00 0.00 m2 14.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Agricultural soil 0.00 m3 80.00 0.00 0.00 m3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Indoor Plants, 10 pots 0.00 nos. 50.00 0.00 0.00 nos. 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Bermuda Grass 0.00 m2 15.00 0.00 0.00 m2 15.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pebbles & Big Rock 0.00 lot 50.00 0.00 0.00 lot 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

029403 Circular Planter Boxes (Interior) Ea #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Made in Spain, colour code #51-A, 52-A & 54-A

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

Plastering works to Internal/external Walls

Plastering works to Internal/external Walls

Page 17: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Diam. 2.50m high 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 173.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Marble Capping, 30 x 2cm thick 0.00 Lm 25.00 0.00 0.00 Lm 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External Carrara Marble cladding 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 300 x 20mm 0.00 m2 145.00 0.00 0.00 m2 0.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Waterproofing membrane 2-layers 0.00 m2 22.00 0.00 0.00 m2 14.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Agricultural soil 0.00 m3 80.00 0.00 0.00 m3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Indoor Plants, 10 pots 0.00 nos. 50.00 0.00 0.00 nos. 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Bermuda Grass 0.00 m2 15.00 0.00 0.00 m2 15.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pebbles & Big Rock 0.00 lot 50.00 0.00 0.00 lot 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

029404 Rectangular Planter Boxes (Interior) Ea #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

CHB, 20cm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Marble Capping, 30 x 2cm thick 0.00 Lm 25.00 0.00 0.00 Lm 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External Carrara Marble cladding 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 300 x 300 x 20mm 0.00 m2 145.00 0.00 0.00 m2 0.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Waterproofing membrane 2-layers 0.00 m2 22.00 0.00 0.00 m2 14.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Agricultural soil 0.00 m3 80.00 0.00 0.00 m3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Indoor Plants, 10 pots 0.00 nos. 50.00 0.00 0.00 nos. 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Bermuda Grass 0.00 m2 15.00 0.00 0.00 m2 15.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pebbles & Big Rock 0.00 lot 50.00 0.00 0.00 lot 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

029500 Planter Boxes (Exterior) Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast-in-situ concrete Planter boxes 0.00 0.00 0.00

Size: 3.60mm x 3.60 x 1.65m high 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 19.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filling of imported soil 0.00 M3 30.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Internal Water proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 19.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plastering works to received paint m2 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Painting works m2 0.00 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Acrylic Paint 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent), 70kg/m3

Plastering works to Internal/external Walls

Plastering works to Internal/external Walls

Rebars (Cut & bent), 140kg/m3

1-coat of cold Bitumen asphalt + 2 layers of membrane

Page 18: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0404/17/2023

18/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

029501 Planter Boxes (Exterior) Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast-in-situ concrete Planter boxes 0.00 0.00 0.00

Size: 2.40mm x 2.40 x 1.65m high 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 19.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filling of imported soil 0.00 M3 30.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Internal Water proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 19.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plastering works to received paint m2 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Painting works m2 0.00 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Acrylic Paint 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

029502 Planter Boxes (Exterior) Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast-in-situ concrete Planter boxes 0.00 0.00 0.00

Size: 2.40mm x 2.40 x 1.65m high 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 19.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filling of imported soil 0.00 M3 30.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Internal Water proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 19.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plastering works to received paint m2 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Painting works m2 0.00 0.00 0.00

0.00 Liters 6.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 9.43 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

029503 Planter Boxes (Exterior) Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast-in-situ concrete Planter boxes 0.00 0.00 0.00

Size: 3.00mm x 3.00 x 1.00m high 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent), 140kg/m3

1-coat of cold Bitumen asphalt + 2 layers of membrane

Rebars (Cut & bent), 140kg/m3

1-coat of cold Bitumen asphalt + 2 layers of membrane

1-Coat of Sealer / Primer, using Sigma Acrylic primer

2-Coats of Acrylic Paint (Plastic), using Sigmacryl

Page 19: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0404/17/2023

19/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 m3 6.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 4.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 145.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 173.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Internal Water proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 24.20 0.00 0.00 m2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 120.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Agricultural Planting Soil 0.00 m3 80.00 0.00 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Palm Tress 0.00 nos. 1,400.00 0.00 0.00 nos. 1.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Trees using Delonix Regia / Ficus Nitada 0.00 nos. 100.00 0.00 0.00 nos. 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Shrubs & Ground covers 0.00 m2 50.00 0.00 0.00 m2 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

029504 Planter Boxes (Interior) Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast-in-situ concrete Planter boxes 0.00 0.00 0.00

Size: 1.80mm x 1.20 x 2.00m high 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 145.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 173.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Internal Water proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 24.20 0.00 0.00 m2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 120.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation work; Assuming tobe natural soil or lossed sandy soil.

Backfilling work; Using excavated soil materials

Disposal of the excess excavated materials

Concrete, type V, SR. 162/m3

Rebars (Cut & bent), 140kg/m3

1-coat of cold Bitumen asphalt + 2 layers of membrane

Plastering works to received marble tile finish.

Marble wall tiles finish to external sides, using Carrara type, 30 x 60 x 2cm thick

Marble toping tiles finish to top side, using Carrara type, 30 x 3cm thick

Concrete, type V, SR. 162/m3

Rebars (Cut & bent), 140kg/m3

1-coat of cold Bitumen asphalt + 2 layers of membrane

Plastering works to received marble tile finish.

Marble wall tiles finish to external sides, using Carrara type, 30 x 60 x 2cm thick

Marble toping tiles finish to top side, using Carrara type, 30 x 3cm thick

Page 20: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0404/17/2023

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Mason 0.00 M2 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Agricultural Planting Soil 0.00 m3 80.00 0.00 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Trees using Delonix Regia / Ficus Nitada 0.00 nos. 100.00 0.00 0.00 nos. 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Shrubs & Ground covers 0.00 m2 50.00 0.00 0.00 m2 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

029505 Planter Boxes (Interior) Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast-in-situ concrete Planter boxes 0.00 0.00 0.00

Size: 2.50mm x 1.00 x 1.80m high 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 145.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 173.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Internal Water proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 24.20 0.00 0.00 m2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 120.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Agricultural Planting Soil 0.00 m3 80.00 0.00 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Trees using Delonix Regia / Ficus Nitada 0.00 nos. 100.00 0.00 0.00 nos. 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Shrubs & Ground covers 0.00 m2 50.00 0.00 0.00 m2 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

029700 Site landscape & Maintenance m2 #DIV/0! #DIV/0! #DIV/0! 240,612.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Planting Soil 387.00 m3 77.00 29,799.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Gravel Mulch, 50mm thick 66.00 m2 4.00 264.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Palm Trees / Date Palm 74.00 nos. 2,000.00 148,000.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Trees: 0.00 0.00

Brachychiton Populeneus / Bottle tree 9.00 nos. 215.00 1,935.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Conocarpus Lancifolius / Button Mangrove 12.00 nos. 225.00 2,700.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Ficus Al Tissima / Lofty Fig 17.00 nos. 225.00 3,825.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plumeria Rubra / Frangipani 6.00 nos. 235.00 1,410.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Hedges & Shrubs 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Caesalpinia Pulcherrima / Bird of Paradise 3.00 nos 22.00 66.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Dadonea Viscosa 3.00 nos 25.00 75.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Jasminum Sambac / Arabian Jasmine 36.00 nos 23.00 828.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

8.00 nos 28.00 224.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Leucophyllum Frutescens / Texas Sage 12.00 nos 21.00 252.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Thevetia Nerifolia / Yellow Oleander 5.00 nos 21.00 105.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Tecoma Stans / Yellow Bells 7.00 nos 31.00 217.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

119.00 nos 23.00 2,737.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Ground Covers: 0.00 0.00

Asparagus Spengerh / Asparagus 100.00 nos 25.00 2,500.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carissa Grandiflora / Nata Plum 27.00 nos 25.00 675.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Clerodendron Inerme / Indian Privet 167.00 nos 9.00 1,503.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

565.00 nos 11.00 6,215.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Gazania Rigens / Yellow Gazania 405.00 nos 11.00 4,455.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pennisetum Setaceum / Fountain Grass 70.00 nos 11.00 770.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Seasonals 6.00 nos 9.00 54.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V, SR. 162/m3

Rebars (Cut & bent), 140kg/m3

1-coat of cold Bitumen asphalt + 2 layers of membrane

Plastering works to received marble tile finish.

Marble wall tiles finish to external sides, using Carrara type, 30 x 60 x 2cm thick

Marble toping tiles finish to top side, using Carrara type, 30 x 3cm thick

Hibiscus Rosa-Sinesis (brilliant) / Chinese Rose

Bougainvillea SP Crimson Jewel / Red Bougainvellea

Catharanthus Roseus Purple Eyes / Madag Periwinkle

Page 21: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0404/17/2023

21/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Wedelia Trilobata / Creeping Daisy 380.00 nos 9.00 3,420.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Lawn: 0.00 0.00

Cynodon Dactylon / Bermuda Grass 581.00 m2 22.00 12,782.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Maintenance for One year 12.00 month 3,800.00 45,600.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

03 CONCRETE WORKS 0.00 0.00

031 PLAIN CONCRETE 0.00 0.00

031100 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 144.90 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 Separate price 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00000% 0.00 0.00 0.00 0.00 0.00

031120 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 151.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 Separate price 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00000% 0.00 0.00 0.00 0.00 0.00

031121 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.75 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00000% 0.00 0.00 0.00 0.00 0.00

031150 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.75 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.10 0.00 Separate price 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00000% 0.00 0.00 0.00 0.00 0.00

031200 Plain Concrete Under Slab On Grade 0.00 0.00

031250 Plain Concrete Under Retaining walls 0.00 0.00

031300 335 m3 230 77,050 162.05 54,286.75 24.68 8,268.60 62,555.35 0.52129% 3,753.29 625.55 66,934.19 15% 10,040.13 76,974.32

335.00 M3 143.75 48,156.25 48,156.25 0.40130% 2,889.36 481.56 51,527.17 15% 7,729.08 59,256.25

Formworks 1,340.00 M2 2.50 3,350.00 3,350.00 0.02792% 201.02 33.50 3,584.52 15% 537.68 4,122.20

Polyethelene Sheet 3,350.00 M2 0.83 2,780.50 2,780.50 0.02317% 166.82 27.80 2,975.12 15% 446.27 3,421.39

Carpenter 335.00 M3 9.00 37.22 100.00 11.11 3,722.00 3,722.00 0.03102% 223.34 37.22 3,982.56 15% 597.38 4,579.94

Mason 335.00 M3 20.00 16.75 100.00 5.00 1,675.00 1,675.00 0.01396% 100.51 16.75 1,792.26 15% 268.84 2,061.10

Labourer 335.00 M3 7.00 47.86 60.00 8.57 2,871.60 2,871.60 0.02393% 172.30 28.72 3,072.62 15% 460.89 3,533.51

0.00000% 0.00 0.00 0.00 0.00 0.00

032 REINFORCED CONCRETE 0.00 0.00

032100 R.C. to Footings m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 173.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 4.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 9.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

032101 R.C. to Footings & Grade Beams m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Footings

0.00 M3 160.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 4.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 9.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Grade Beams, 25, 30 & 40 cm thick

0.00 M3 160.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plain Concrete, 50mm thk to Protection Layer

Concrete, type V, SR. 135/m3

Plain Concrete, 100mm thk to Footings & Grade Beams.

Plain Concrete, 100mm thk to Footings, Grade Beams & G. slab.

Plain Concrete, 100mm thick to Tie Beams

Plain Concrete, 100mm thick to Basement / Raft Slab

Concrete, type V, 20MPA of cement contents (SR 125/M3)

Concrete, type V, SR. 162/m3

Concrete, type V, SR. 150kg/m3

Rebars (Cut & bent), 92kg/m3

Concrete, type V, SR. 150kg/m3

Rebars (Cut & bent), 103kg/m3

Page 22: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0404/17/2023

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

032102 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Footings

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 4.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 9.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pedestals

Concrete, type V 0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Grade Beams, 20 cm thick

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

032110 R.C. For Strip Foundation 0.00 0.00

0.00 0.00

032115 R.C. to Raft Foundation m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 184.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.33 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

032116 R.C. to Raft Foundation 692 m3 443 306,556 263.73 182,502.89 96.28 66,624.40 249,127.29 2.07606% 14,947.63 2,491.27 266,566.19 15% 39,984.93 306,551.12

692.00 M3 157.50 108,990.00 108,990.00 0.90825% 6,539.40 1,089.90 116,619.30 15% 17,492.90 134,112.20

47,229.00 KGS 1.41 66,592.89 66,592.89 0.55494% 3,995.57 665.93 71,254.39 15% 10,688.16 81,942.55

Formworks 138.40 M2 15.00 2,076.00 2,076.00 0.01730% 124.56 20.76 2,221.32 15% 333.20 2,554.52

Miscellaneous 692.00 M3 7.00 4,844.00 4,844.00 0.04037% 290.66 48.44 5,183.10 15% 777.47 5,960.57

Carpenter 692.00 M3 3.75 184.53 100.00 26.67 18,453.00 18,453.00 0.15378% 1,107.22 184.54 19,744.76 15% 2,961.71 22,706.47

Steelfixer 692.00 M3 2.75 251.64 100.00 36.36 25,164.00 25,164.00 0.20970% 1,509.84 251.64 26,925.48 15% 4,038.82 30,964.30

Mason 692.00 M3 8.75 79.09 100.00 11.43 7,909.00 7,909.00 0.06591% 474.55 79.09 8,462.64 15% 1,269.40 9,732.04

Labourer 692.00 M3 2.75 251.64 60.00 21.82 15,098.40 15,098.40 0.12582% 905.90 150.98 16,155.28 15% 2,423.29 18,578.57

0.00 0.00

032120 R.C. to Sump Pit m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 168.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

032121 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

R.C. to Footings, Pedestal & Grade Beams

Concrete, type V, SR. 145kg/m3

Rebars (Cut & bent), 85kg/m3

Rebars (Cut & bent), 120kg/m3

Concrete, type V, SR. 145kg/m3

Rebars (Cut & bent), 131kg/m3

Concrete, type V, 400kg/m3 cement contents w/ 7% microsilica (SR. 176 / M3)

Epoxy coated Rebars (Cut & bent), 130 Kg/m3

Concrete, type V, 430kg/m3 cement contents and with additives (SR. 150 / M3)

Rebars (Cut & bent), 65 Kg/m3

Concrete, type V, 400kg/m3 cement contents (SR. 160 / M3)

Rebars (Cut & bent), 115 Kg/m3

R.C. to Machine Pit, Trenches & Batching plant.

Concrete, type V, 350kg/m3 cement contents (SR. 145 / M3)

Rebars (Cut & bent), 115 Kg/m3

Page 23: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0404/17/2023

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Mason 0.00 M3 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 4.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

032122 R.C.C. to A/C equipt pads @ roof LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 169.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

032125 R.C.C. to Pile Cap 464 m3 618 286,752 404.49 187,685.65 97.42 45,204.80 232,890.45 1.94075% 13,973.40 2,328.90 249,192.75 15% 37,378.91 286,571.66

464.00 M3 157.50 73,080.00 73,080.00 0.60900% 4,384.80 730.80 78,195.60 15% 11,729.34 89,924.94

73,080.00 KGS 1.41 103,042.80 103,042.80 0.85869% 6,182.57 1,030.43 110,255.80 15% 16,538.37 126,794.17

Formworks 616.19 M2 15.00 9,242.85 9,242.85 0.07702% 554.54 92.42 9,889.81 15% 1,483.47 11,373.28

Miscellaneous 464.00 M3 5.00 2,320.00 2,320.00 0.01933% 139.18 23.20 2,482.38 15% 372.36 2,854.74

Carpenter 464.00 M3 4.00 116.00 100.00 25.00 11,600.00 11,600.00 0.09667% 696.02 116.00 12,412.02 15% 1,861.80 14,273.82

Steelfixer 464.00 M3 2.67 173.78 100.00 37.45 17,378.00 17,378.00 0.14482% 1,042.70 173.78 18,594.48 15% 2,789.17 21,383.65

Mason 464.00 M3 8.00 58.00 100.00 12.50 5,800.00 5,800.00 0.04833% 347.98 58.00 6,205.98 15% 930.90 7,136.88

Labourer 464.00 M3 2.67 173.78 60.00 22.47 10,426.80 10,426.80 0.08689% 625.61 104.27 11,156.68 15% 1,673.50 12,830.18

0.00 0.00

032130 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 147.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.63 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.25 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

032150 Stub columns / Rectangular type m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 160.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

032151 Stub columns / Circular type m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 173.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 3.67 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

03215 Column Neck / Rectangular type m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 160.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0321531 Column Neck / Rectangular type m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 160.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Concrete, type I, 350kg/m3 cement contents (SR. 169 / M3)

Rebars (Cut & bent), 70 Kg/m3

Concrete, type I, 430kg/m3 cement contents (SR. 150 / M3)

Rebars (Cut & bent), 150 Kg/m3

R.C. to all RCC above ground level such as columns, beams, drop/inverted beams, frames, over hang, roof slabs, walls, upstand, parapet & tie beams..

Concrete, type I, 350kg/m3 cement contents (SR. 140 / M3)

Rebars (Cut & bent), 135 Kg/m3

Concrete, type V, SR. 162/m3

Rebars , 233kg/m3

Formworks, 300mm dia. (Rental)

Concrete, type V, SR 150/m3

Rebars (Cut & bent), 244kg/m3

Concrete, type V, SR 150/m3

Rebars (Cut & bent), 132kg/m3

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0321532 Column Neck / Rectangular type m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 173.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0321533 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rectangular Type m3

0.00 M3 160.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Circular Type m3 0.00 0.00

Concrete, type V, 150kg/m3 0.00 M3 160.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 3.67 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0321534 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rectangular Type m3

0.00 M3 160.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Circular Type m3 0.00 0.00

Concrete, type V, 150kg/m3 0.00 M3 160.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 3.67 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

032153 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rectangular Type

0.00 M3 184.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

032154 Retaining walls; 250mm thick 143 m3 789 112,827 504.58 72,154.23 136.67 19,543.20 91,697.43 0.76415% 5,501.88 916.98 98,116.29 15% 14,717.44 112,833.73

143.00 M3 157.50 22,522.50 22,522.50 0.18769% 1,351.37 225.23 24,099.10 15% 3,614.87 27,713.97

22,522.50 KGS 1.41 31,756.73 31,756.73 0.26464% 1,905.41 317.57 33,979.71 15% 5,096.96 39,076.67

Formworks 1,144.00 M2 15.00 17,160.00 17,160.00 0.14300% 1,029.60 171.60 18,361.20 15% 2,754.18 21,115.38

Miscellaneous 143.00 M3 5.00 715.00 715.00 0.00596% 42.91 7.15 765.06 15% 114.76 879.82

Carpenter 143.00 M3 1.50 95.33 100.00 66.66 9,533.00 9,533.00 0.07944% 571.97 95.33 10,200.30 15% 1,530.05 11,730.35

Steelfixer 143.00 M3 3.00 47.67 100.00 33.34 4,767.00 4,767.00 0.03973% 286.06 47.68 5,100.74 15% 765.11 5,865.85

Mason 143.00 M3 6.00 23.83 100.00 16.66 2,383.00 2,383.00 0.01986% 142.99 23.83 2,549.82 15% 382.47 2,932.29

Labourer 143.00 M3 3.00 47.67 60.00 20.00 2,860.20 2,860.20 0.02384% 171.65 28.61 3,060.46 15% 459.07 3,519.53

0.00 0.00

032155 Retaining walls; 300mm thick 185 m3 755 139,675 477.22 88,286.16 136.67 25,283.20 113,569.36 0.94641% 6,814.15 1,135.69 121,519.20 15% 18,227.88 139,747.08

185.00 M3 157.50 29,137.50 29,137.50 0.24281% 1,748.23 291.37 31,177.10 15% 4,676.57 35,853.67

28,166.25 KGS 1.41 39,714.41 39,714.41 0.33095% 2,382.84 397.14 42,494.39 15% 6,374.16 48,868.55

Concrete, type V, SR 162/m3

Rebars (Cut & bent), 212kg/m3

Column Neck / Combined Rectangular & Circular type

Concrete, type V, SR 150/m3

Rebars (Cut & bent), 205kg/m3

Rebars , 210 kg / m3

Formworks, 300mm dia. (Rental)

Column Neck / Combined Rectangular & Circular type

Concrete, type V, SR 150/m3

Rebars (Cut & bent), 205kg/m3

Rebars , 205 kg / m3

Formworks, 300mm dia. (Rental)

Pile Cap around external wall, 600mm thick

Concrete, type V with 7% microsilica, SR 176/m3

Epoxy coated Rebars (Cut & bent), 144kg/m3

Concrete, type V, 400kg/m3 cement content SR 150/m3

Epoxy coated Rebars (Cut & bent), 150 kg/m3

Concrete, type V, 400kg/m3 cement content SR 150/m3

Epoxy coated Rebars (Cut & bent), 145kg/m3

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Formworks 1,233.95 M2 15.00 18,509.25 18,509.25 0.15424% 1,110.53 185.09 19,804.87 15% 2,970.73 22,775.60

Miscellaneous 185.00 M3 5.00 925.00 925.00 0.00771% 55.51 9.25 989.76 15% 148.46 1,138.22

Carpenter 185.00 M3 1.50 123.33 100.00 66.66 12,333.00 12,333.00 0.10278% 740.02 123.34 13,196.36 15% 1,979.45 15,175.81

Steelfixer 185.00 M3 3.00 61.67 100.00 33.34 6,167.00 6,167.00 0.05139% 370.01 61.67 6,598.68 15% 989.80 7,588.48

Mason 185.00 M3 6.00 30.83 100.00 16.66 3,083.00 3,083.00 0.02569% 184.97 30.83 3,298.80 15% 494.82 3,793.62

Labourer 185.00 M3 3.00 61.67 60.00 20.00 3,700.20 3,700.20 0.03084% 222.05 37.01 3,959.26 15% 593.89 4,553.15

0.00 0.00

Retaining walls; 550mm thick m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 184.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous & water stop 0.00 M3 16.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

032156 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast-in-situ concrete Retaining Wall 0.00 0.00 0.00

Size: 46.00mm x 1.00m high 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 4.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 4.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 50mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 158.40 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 173.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 4.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 9.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 173.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Cold Bitumen Asphalt 0.00 M2 1.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plastering works to received paint 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 m3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Painting works 0.00 0.00 0.00

0.00 Liters 6.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 9.43 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

032157 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Cast-in-situ concrete Retaining Wall 0.00 0.00 0.00

Size: 11.00mm x 1.50m high 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 4.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 4.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 50mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 158.40 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V with 7% microsilica, SR 176/m3

Epoxy coated Rebars (Cut & bent), 145kg/m3

Retaining walls; 300mm thick to outside the building

Excavation work; Assuming tobe fracture materials

Backfilling work; Using excavated soil materials

Disposal of the excess excavated materials

RCC Footings; using concrete, type V, SR. 162/m3

Rebars (Cut & bent), 80Kg/m3

RCC Wall; using concrete, type V, 350kg/m3 cement content (SR. 162 / M3)

Rebars (Cut & bent), 110Kg/m3

1-Coat of Sealer / Primer, using Sigma Acrylic primer

2-Coats of Acrylic Paint (Plastic), using Sigmacryl

Retaining walls; 300mm thick to outside the building

Excavation work; Assuming tobe fracture materials

Backfilling work; Using excavated soil materials

Disposal of the excess excavated materials

Page 26: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 173.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 4.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 9.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 173.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Cold Bitumen Asphalt 0.00 M2 1.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plastering works to received tiles 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 m3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 150 x 150 x 8.5mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 79.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

MORTAR; using Vetonit brand, 3mm thick 0.00 KGS 2.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 11.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 11.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

032158 77 Lm 803 61,831 458.75 35,323.83 193.90 14,930.60 0.00 50,254.43 0.41879% 3,015.29 502.55 53,772.27 15% 8,065.84 61,838.11

Cast-in-situ concrete Retaining Wall 0.00 0.00 0.00

Size: 0.60m high clear height 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

228.69 m3 4.00 57.17 60.00 15.00 3,430.20 3,430.20 0.02859% 205.85 34.31 3,670.36 15% 550.55 4,220.91

80.85 m3 7.00 11.55 60.00 8.57 693.00 693.00 0.00578% 41.62 6.94 741.56 15% 111.23 852.79

147.84 m3 10.00 14.78 60.00 6.00 886.80 886.80 0.00739% 53.21 8.87 948.88 15% 142.33 1,091.21

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 10.78 M3 147.60 1,591.13 1,591.13 0.01326% 95.47 15.91 1,702.51 15% 255.38 1,957.89

Formworks 43.12 M2 2.50 107.80 107.80 0.00090% 6.48 1.08 115.36 15% 17.30 132.66

Polyethelene Sheet 107.80 M2 0.83 89.47 89.47 0.00075% 5.40 0.90 95.77 15% 14.37 110.14

Carpenter 10.78 M3 7.50 1.44 100.00 13.36 144.00 144.00 0.00120% 8.64 1.44 154.08 15% 23.11 177.19

Mason 10.78 M3 15.00 0.72 100.00 6.68 72.00 72.00 0.00060% 4.32 0.72 77.04 15% 11.56 88.60

Labourer 10.78 M3 5.00 2.16 60.00 12.02 129.60 129.60 0.00108% 7.78 1.30 138.68 15% 20.80 159.48

37.73 M3 173.25 6,536.72 6,536.72 0.05447% 392.18 65.36 6,994.26 15% 1,049.14 8,043.40

3,763.57 KGS 1.41 5,306.63 5,306.63 0.04422% 318.38 53.06 5,678.07 15% 851.71 6,529.78

Formworks 43.39 M2 10.00 433.90 433.90 0.00362% 26.06 4.34 464.30 15% 69.65 533.95

Miscellaneous 37.73 M3 5.00 188.65 188.65 0.00157% 11.30 1.88 201.83 15% 30.27 232.10

Carpenter 37.73 M3 4.50 8.38 100.00 22.21 838.00 838.00 0.00698% 50.26 8.38 896.64 15% 134.50 1,031.14

Steelfixer 37.73 M3 3.00 12.58 100.00 33.34 1,258.00 1,258.00 0.01048% 75.46 12.58 1,346.04 15% 201.91 1,547.95

Mason 37.73 M3 9.00 4.19 100.00 11.11 419.00 419.00 0.00349% 25.13 4.19 448.32 15% 67.25 515.57

Labourer 37.73 M3 3.00 12.58 60.00 20.01 754.80 754.80 0.00629% 45.29 7.55 807.64 15% 121.15 928.79

32.34 M3 176.55 5,709.63 5,709.63 0.04758% 342.58 57.10 6,109.31 15% 916.40 7,025.71

3,735.27 KGS 1.41 5,266.73 5,266.73 0.04389% 316.01 52.67 5,635.41 15% 845.31 6,480.72

Formworks 513.59 M2 15.00 7,703.85 7,703.85 0.06420% 462.24 77.04 8,243.13 15% 1,236.47 9,479.60

Miscellaneous 77.00 M3 5.00 385.00 385.00 0.00321% 23.11 3.85 411.96 15% 61.79 473.75

Carpenter 32.34 M3 1.50 21.56 100.00 66.67 2,156.00 2,156.00 0.01797% 129.38 21.56 2,306.94 15% 346.04 2,652.98

Steelfixer 32.34 M3 3.00 10.78 100.00 33.33 1,078.00 1,078.00 0.00898% 64.66 10.78 1,153.44 15% 173.02 1,326.46

Mason 32.34 M3 6.00 5.39 100.00 16.67 539.00 539.00 0.00449% 32.33 5.39 576.72 15% 86.51 663.23

Labourer 32.34 M3 3.00 10.78 60.00 20.00 646.80 646.80 0.00539% 38.81 6.47 692.08 15% 103.81 795.89

2-coats of Cold Bitumen Asphalt 462.00 M2 1.80 831.60 831.60 0.00693% 49.90 8.32 889.82 15% 133.47 1,023.29

Labour 462.00 M2 60.00 7.70 60.00 1.00 462.00 462.00 0.00385% 27.72 4.62 494.34 15% 74.15 568.49

Plastering works to received paint 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 2.62 m3 198.00 518.76 518.76 0.00432% 31.10 5.18 555.04 15% 83.26 638.30

Mason 131.00 M2 20.00 6.55 100.00 5.00 655.00 655.00 0.00546% 39.31 6.55 700.86 15% 105.13 805.99

Labour 131.00 M2 20.00 6.55 60.00 3.00 393.00 393.00 0.00328% 23.62 3.94 420.56 15% 63.08 483.64

Painting works 0.00 0.00 0.00

RCC Footings; using concrete, type V, SR. 162/m3

Rebars (Cut & bent), 80Kg/m3

RCC Wall; using concrete, type V, 350kg/m3 cement content (SR. 162 / M3)

Rebars (Cut & bent), 110Kg/m3

Unglazed tiles, Philkeam Johnson, Kerastar range

GROUTING; using BAL FLEX GROUT, 2mm wide

Retaining walls; 200mm thick to outside the building

Excavation work; Assuming tobe fracture materials

Backfilling work; Using excavated soil materials

Disposal of the excess excavated materials

RCC Footings; using concrete, type V, SR. 165/m3

Rebars (Cut & bent), 95Kg/m3

RCC Wall; using concrete, type V, 350kg/m3 cement content (SR. 165 / M3)

Rebars (Cut & bent), 110Kg/m3

Page 27: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

13.64 Liters 6.00 81.84 81.84 0.00068% 4.90 0.82 87.56 15% 13.13 100.69

2-coats of Putty 204.52 KGS 1.54 314.96 314.96 0.00262% 18.86 3.14 336.96 15% 50.54 387.50

27.27 Liters 9.43 257.16 257.16 0.00214% 15.41 2.57 275.14 15% 41.27 316.41

Paintor 62.68 M2 20.00 3.13 100.00 4.99 313.00 313.00 0.00261% 18.79 3.13 334.92 15% 50.24 385.16

Labour 62.68 M2 60.00 1.04 60.00 1.00 62.40 62.40 0.00052% 3.74 0.62 66.76 15% 10.01 76.77

0.00 0.00

033100 R.C. to Tie Beams, 200mm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 173.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 8.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

034250 R.C. Slab On Grade, 20 cm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 7.06 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polythelene sheet 0.00 m2 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 4.83 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

034251 R.C. Slab On Grade, 20 cm thk 13 m3 462 6,006 335.55 4,362.15 39.95 519.40 4,881.55 0.04068% 292.90 48.82 5,223.27 15% 783.49 6,006.76

13.00 M3 155.15 2,016.95 2,016.95 0.01681% 121.03 20.17 2,158.15 15% 323.72 2,481.87

1,482.00 kgs 1.50 2,223.00 2,223.00 0.01853% 133.42 22.24 2,378.66 15% 356.80 2,735.46

Formworks 1.30 M2 2.50 3.25 3.25 0.00003% 0.22 0.04 3.51 15% 0.53 4.04

Polythelene sheet 65.00 m2 0.83 53.95 53.95 0.00045% 3.24 0.54 57.73 15% 8.66 66.39

Miscellaneous 13.00 M3 5.00 65.00 65.00 0.00054% 3.89 0.65 69.54 15% 10.43 79.97

Steelfixer 13.00 M3 7.25 1.79 100.00 13.77 179.00 179.00 0.00149% 10.73 1.79 191.52 15% 28.73 220.25

Mason 13.00 M3 7.25 1.79 100.00 13.77 179.00 179.00 0.00149% 10.73 1.79 191.52 15% 28.73 220.25

Labourer 13.00 M3 4.83 2.69 60.00 12.42 161.40 161.40 0.00135% 9.72 1.62 172.74 15% 25.91 198.65

0.00 0.00

034260 R.C. Slab On Grade, 15 cm thk 27 m3 470 12,690 343.05 9,262.44 38.67 1,044.00 10,306.44 0.08589% 618.41 103.07 11,027.92 15% 1,654.19 12,682.11

Concrete, type V 27.00 M3 155.15 4,189.05 4,189.05 0.03491% 251.35 41.89 4,482.29 15% 672.34 5,154.63

Rebars, 1-layer of 8mm dia 150mm c/c 3,188.16 kgs 1.50 4,782.24 4,782.24 0.03985% 286.92 47.82 5,116.98 15% 767.55 5,884.53

Formworks 2.70 M2 2.50 6.75 6.75 0.00006% 0.43 0.07 7.25 15% 1.09 8.34

Polythelene sheet 180.00 m2 0.83 149.40 149.40 0.00125% 9.00 1.50 159.90 15% 23.99 183.89

Miscellaneous 27.00 M3 5.00 135.00 135.00 0.00113% 8.14 1.36 144.50 15% 21.68 166.18

Steelfixer 27.00 M3 7.50 3.60 100.00 13.33 360.00 360.00 0.00300% 21.60 3.60 385.20 15% 57.78 442.98

Mason 27.00 M3 7.50 3.60 100.00 13.33 360.00 360.00 0.00300% 21.60 3.60 385.20 15% 57.78 442.98

Labourer 27.00 M3 5.00 5.40 60.00 12.00 324.00 324.00 0.00270% 19.44 3.24 346.68 15% 52.00 398.68

0.00 0.00

034261 R.C. Slab On Grade, 15 cm thk m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 11.03 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polythelene sheet 0.00 m2 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

034265 R.C. Slab On Grade, 100 mm thk 46 m3 389 17,894 276.20 12,705.20 39.98 1,839.20 14,544.40 0.12120% 872.64 145.44 15,562.48 15% 2,334.37 17,896.85

46.00 M3 159.50 7,337.00 7,337.00 0.06114% 440.21 73.37 7,850.58 15% 1,177.59 9,028.17

Rebars, 1-layer of 10mm dia WWF 460.00 m2 11.03 5,073.80 5,073.80 0.04228% 304.42 50.74 5,428.96 15% 814.34 6,243.30

Formworks 4.60 M2 3.00 13.80 13.80 0.00012% 0.86 0.14 14.80 15% 2.22 17.02

Polythelene sheet 46.00 m2 1.10 50.60 50.60 0.00042% 3.02 0.50 54.12 15% 8.12 62.24

Miscellaneous 46.00 M3 5.00 230.00 230.00 0.00192% 13.82 2.30 246.12 15% 36.92 283.04

Steelfixer 46.00 M3 7.25 6.34 100.00 13.78 634.00 634.00 0.00528% 38.02 6.34 678.36 15% 101.75 780.11

Mason 46.00 M3 7.25 6.34 100.00 13.78 634.00 634.00 0.00528% 38.02 6.34 678.36 15% 101.75 780.11

Labourer 46.00 M3 4.83 9.52 60.00 12.42 571.20 571.20 0.00476% 34.27 5.71 611.18 15% 91.68 702.86

0.00 0.00

034266 R.C. Slab On Grade, 100 mm thk m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 171.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars, 1-layer of 10mm dia WWF 0.00 m2 11.03 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polythelene sheet 0.00 m2 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer, using Sigma Acrylic primer

2-Coats of Acrylic Paint (Plastic), using Sigmacryl

Concrete, type V, SR. 162/m3

Concrete, type V (SR. 145/M3)

Rebars, 2-layers of 8mm dia x 200 x 200mm WWF (A252)

Concrete, type V (SR. 145/M3)

Rebars, 2-layers of 14mm dia x 200 x 200mm

Concrete, type V, SR. 145/m3

Rebars, 1-layer of 10mm dia WWF, type A393

Concrete, type V, 350kg/m3 cement contents (SR. 145 / M3)

Concrete, type V, 350kg/m3 cement contents (SR. 145 / M3)

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Steelfixer 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 4.83 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

034270 R.C. Slab On Grade, 10 cm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 179.52 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 7.06 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polythelene sheet 0.00 m2 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thick sand bedding 0.00 m2 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 4.83 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

034271 R.C. Slab On Grade, 10 cm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 160.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 6.83 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polythelene sheet 0.00 m2 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 4.83 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

034272 LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 173.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 6.83 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polythelene sheet 0.00 m2 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 4.83 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

100mm thick Rigid Insulation 0.00 m2 22.00 0.00 0.00 m2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

034273 R.C. Slab On Grade, 14 cm thk aver. m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 160.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 6.83 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polythelene sheet 0.00 m2 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 4.83 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

034280 R.C. Ramps, 20 cm thk m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 162.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars, 2-layers of 10mm dia WWF 0.00 m2 11.38 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polythelene sheet 0.00 m2 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

034281 R.C. Suspended Ramps, 20cmthk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 171.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 10.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polythelene sheet 0.00 m2 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 4.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

034290 R.C. Steps m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 155.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V w/ 7% microsilica (SR. 176/M3)

Rebars, 1-layer of 8mm dia x 200 x 200mm WWF (A252)

Concrete, type V (SR. 150/M3)

Rebars, 1-layer of 6mm dia x 200 x 200mm WWF (A142)

R.C. Slab, 10 cm thk with rigid polyurethane insulation

Concrete, type I (SR. 162/M3)

Rebars, 1-layer of 8mm dia x 200 x 200mm WWF (A252)

Concrete, type V (SR. 150/M3)

Rebars, 1-layer of 6mm dia x 200 x 200mm WWF (A142)

Concrete, type I, 400Kg/m3 cement content including pumping charge after 8th floor level (adding SR15/m3). SR. 163/m3

Rebars (Cut & bent), 92Kg/m3

Rebars, 85kg/m3

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polythelene sheet 0.00 m2 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 4.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

035300 R.C. Rectangular Column 495 m3 896 443,520 547.86 271,190.70 180.29 89,243.00 360,433.70 3.00361% 21,625.99 3,604.33 385,664.02 15% 57,849.60 443,513.62

495.00 M3 155.15 76,799.25 76,799.25 0.63999% 4,607.93 767.99 82,175.17 15% 12,326.28 94,501.45

114,345.00 KGS 1.41 161,226.45 161,226.45 1.34355% 9,673.56 1,612.26 172,512.27 15% 25,876.84 198,389.11

Formworks 1,980.00 M2 15.00 29,700.00 29,700.00 0.24750% 1,782.00 297.00 31,779.00 15% 4,766.85 36,545.85

Miscellaneous 495.00 M3 7.00 3,465.00 3,465.00 0.02888% 207.94 34.66 3,707.60 15% 556.14 4,263.74

Carpenter 495.00 M3 1.15 430.43 100.00 86.96 43,043.00 43,043.00 0.35869% 2,582.57 430.43 46,056.00 15% 6,908.40 52,964.40

Steelfixer 495.00 M3 2.25 220.00 100.00 44.44 22,000.00 22,000.00 0.18333% 1,319.98 220.00 23,539.98 15% 3,531.00 27,070.98

Mason 495.00 M3 4.50 110.00 100.00 22.22 11,000.00 11,000.00 0.09167% 660.02 110.00 11,770.02 15% 1,765.50 13,535.52

Labourer 495.00 M3 2.25 220.00 60.00 26.67 13,200.00 13,200.00 0.11000% 792.00 132.00 14,124.00 15% 2,118.60 16,242.60

0.00 0.00

035301 R.C. Rectangular Planted Column m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 170.13 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 10.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

035310 R.C. CircularColumn m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Circular Columns 0.00 0.00

Concrete, type 1 0.00 M3 170.13 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 10.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0353101 R.C. Rectangular & CircularColumn m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

R.C. Rectangular Column m3

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Circular Columns m3 0.00 0.00

Concrete, type 1 0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0353102 R.C. Rectangular & CircularColumn m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

R.C. Rectangular Column m3

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Octagonal / Circular Columns m3 0.00 0.00

Concrete, type 1 0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1, 430Kg/m3 cement content SR. 145/m3

Rebars (Cut & bent), 220Kg/m3

Concrete, type 1, 400Kg/m3 cement content SR. 159/m3

Rebars (Cut & bent), 177Kg/m3

Rebars, 234kg/m3

Concrete, type 1, 350Kg/m3 cement content SR. 145/m3

Rebars (Cut & bent), 212Kg/m3

Rebars, 212kg/m3

Concrete, type 1, 350Kg/m3 cement content SR. 145/m3

Rebars (Cut & bent), 205Kg/m3

Rebars, 210kg/m3

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Labourer 0.00 M3 2.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0353103 R.C. Rectangular & CircularColumn m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

R.C. Rectangular Column m3

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Octagonal / Circular Columns m3 0.00 0.00

Concrete, type 1 0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

035311 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 169.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

035325 R.C. Circular Column, 300mm dia. m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 3.67 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

035326 R.C. Circular Column, 500mm dia. m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 165.85 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 3.67 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

035350 R.C. Walls, 300mm thick (average)

0.00 0.00

035351 R.C. Parapet Walls, 15cm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

035352 R.C. Walls, 15cm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 0.00 M3 162.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

035353 R.C. Walls, 20cm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 0.00 M3 170.13 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1, 350Kg/m3 cement content SR. 145/m3

Rebars (Cut & bent), 177Kg/m3

Rebars, 210kg/m3

R.C. Rectangular Column to high rise bldg.

Concrete, type 1, 350Kg/m3 cement content including pump charge SR. 169/m3

Rebars (Cut & bent), 196Kg/m3

Formworks, 300mm dia. (Rental)

Concrete, type 1, SR. 155/m3

Rebars, 200kg/m3

Formworks, 300mm dia. (Rental)

Rebars (Cut & bent), 176 kg/m3

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

035354 R.C. Walls & columns, 250mm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 182.97 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

035355 R.C. Walls, 30cm thk to high rise bldg m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 169.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0353551 R.C. Walls, 30cm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0353552 R.C. Walls, 30cm thk m3 #DIV/0! #DIV/0! #DIV/0! 2,223.00 #DIV/0! 358.00 2,581.00 0.02151% 154.87 25.81 2,761.68 15% 414.25 3,175.93

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 2,223.00 2,223.00 0.01853% 133.42 22.24 2,378.66 15% 356.80 2,735.46

Carpenter 0.00 M3 1.38 #DIV/0! 100.00 #DIV/0! 0.00 3.25 0.00003% 0.22 0.04 3.51 15% 0.53 4.04

Steelfixer 0.00 M3 2.75 #DIV/0! 100.00 #DIV/0! 0.00 65.00 0.00054% 3.89 0.65 69.54 15% 10.43 79.97

Mason 0.00 M3 5.50 1.79 100.00 13.77 179.00 179.00 0.00149% 10.73 1.79 191.52 15% 28.73 220.25

Labourer 0.00 M3 2.75 1.79 60.00 13.77 179.00 179.00 0.00149% 10.73 1.79 191.52 15% 28.73 220.25

25.91 198.65

035356 R.C. Walls, 300mm thick (average) m3 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #REF! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 15% #VALUE! #VALUE!

#REF! M3 174.41 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 15% #VALUE! #VALUE!

#VALUE! KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks #VALUE! M2 12.00 0.00 10,306.44 0.08589% 618.41 103.07 11,027.92 15% 1,654.19 12,682.11

Miscellaneous #REF! M3 5.00 #REF! #REF! #REF! #REF! #REF! #REF! 15% #REF! #REF!

Carpenter #REF! M3 1.50 #REF! 100.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF! 15% #REF! #REF!

Steelfixer #REF! M3 3.00 #REF! 100.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF! 15% #REF! #REF!

Mason #REF! M3 6.00 #REF! 100.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF! 15% #REF! #REF!

Labourer #REF! M3 3.00 #REF! 60.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF! 15% #REF! #REF!

0.00 0.00

036400 R.C. Arches & Dome m3 0 0 #REF! #REF! 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

036410 R.C. Staircase 56 m3 766 42,896 462.55 25,902.80 159.99 8,959.40 34,862.20 0.29052% 2,091.74 348.62 37,302.56 15% 5,595.38 42,897.94

Concrete, type 1 56.00 M3 155.15 8,688.40 8,688.40 0.07240% 521.28 86.88 9,296.56 15% 1,394.48 10,691.04

Rebars (Cut & bent) 7,840.00 KGS 1.41 11,054.40 11,054.40 0.09212% 663.26 110.54 11,828.20 15% 1,774.23 13,602.43

Formworks 392.00 M2 15.00 5,880.00 5,880.00 0.04900% 352.80 58.80 6,291.60 15% 943.74 7,235.34

Miscellaneous 56.00 M3 5.00 280.00 280.00 0.00233% 16.78 2.80 299.58 15% 44.94 344.52

Carpenter 56.00 M3 1.50 37.33 100.00 66.66 3,733.00 3,733.00 0.03111% 223.99 37.33 3,994.32 15% 599.15 4,593.47

Steelfixer 56.00 M3 2.25 24.89 100.00 44.45 2,489.00 2,489.00 0.02074% 149.33 24.89 2,663.22 15% 399.48 3,062.70

Mason 56.00 M3 4.50 12.44 100.00 22.21 1,244.00 1,244.00 0.01037% 74.66 12.44 1,331.10 15% 199.67 1,530.77

Labourer 56.00 M3 2.25 24.89 60.00 26.67 1,493.40 1,493.40 0.01245% 89.64 14.94 1,597.98 15% 239.70 1,837.68

0.00 0.00

036411 R.C. Staircase & Steps m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 166.95 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type I, 400Kg/m3 cement content with water proofing including pumping charge after 8th floor level (adding SR15/m3). SR. 171/m3

Rebars (Cut & bent), 130kg/m3

Concrete, type 1, 350kg/m3 cement contents, including pump chargeSR. 169/m3

Rebars (Cut & bent), 140kg/m3

Concrete, type 1, 360kg/m3 cement contents, SR. 145/m3

Rebars (Cut & bent), 105kg/m3

Concrete, type 1, 360kg/m3 cement contents, SR. 145/m3

Rebars (Cut & bent), 112kg/m3

Concrete, type 1, 400Kg/m3 cement content including pumping charge after 8th floor level (adding SR15/m3). SR. 163/m3

Rebars (Cut & bent), 149Kg/m3

Concrete, type I, 350Kg/m3 cement content SR. 159/m3

Rebars (Cut & bent), 147kg/m3

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Formworks 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

036420 R.C.Equipt Base to roof, 30cm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

036450 R.C. Lintels & Sills ITEM #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 Lm 0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

036455 R.C. Lintels Beams 5 m3 875 4,375 562.33 2,811.65 148.84 744.20 3,555.85 0.02963% 213.34 35.56 3,804.75 15% 570.71 4,375.46

5.00 M3 162.75 813.75 813.75 0.00678% 48.82 8.14 870.71 15% 130.61 1,001.32

690.00 KGS 1.41 972.90 972.90 0.00811% 58.39 9.73 1,041.02 15% 156.15 1,197.17

Formworks, 4.00m high supports 100.00 M2 10.00 1,000.00 1,000.00 0.00833% 59.98 10.00 1,069.98 15% 160.50 1,230.48

Miscellaneous 5.00 M3 5.00 25.00 25.00 0.00021% 1.51 0.25 26.76 15% 4.01 30.77

Carpenter 5.00 M3 1.38 3.62 100.00 72.40 362.00 362.00 0.00302% 21.74 3.62 387.36 15% 58.10 445.46

Steelfixer 5.00 M3 2.75 1.82 100.00 36.40 182.00 182.00 0.00152% 10.94 1.82 194.76 15% 29.21 223.97

Mason 5.00 M3 5.50 0.91 100.00 18.20 91.00 91.00 0.00076% 5.47 0.91 97.38 15% 14.61 111.99

Labourer 5.00 M3 2.75 1.82 60.00 21.84 109.20 109.20 0.00091% 6.55 1.09 116.84 15% 17.53 134.37

0.00 0.00

037500 R.C.Beams, 30cm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.88 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

037501 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 174.41 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

037505 R.C.Beams, 20cm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.88 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

037506 R.C.Beams, 20cm thk 9.5 m3 736 6,992 476.03 4,522.26 122.51 1,163.80 5,686.06 0.04738% 341.14 56.86 6,084.06 15% 912.61 6,996.67

Concrete, type 1 9.50 M3 152.25 1,446.38 1,446.38 0.01205% 86.76 14.46 1,547.60 15% 232.14 1,779.74

Rebars (Cut & bent) 1,137.15 KGS 1.41 1,603.38 1,603.38 0.01336% 96.19 16.03 1,715.60 15% 257.34 1,972.94

Formworks, 4.00m high supports 95.00 M2 15.00 1,425.00 1,425.00 0.01188% 85.54 14.26 1,524.80 15% 228.72 1,753.52

Miscellaneous 9.50 M3 5.00 47.50 47.50 0.00040% 2.88 0.48 50.86 15% 7.63 58.49

Carpenter 9.50 M3 1.88 5.05 100.00 53.16 505.00 505.00 0.00421% 30.31 5.05 540.36 15% 81.05 621.41

Steelfixer 9.50 M3 2.50 3.80 100.00 40.00 380.00 380.00 0.00317% 22.82 3.80 406.62 15% 60.99 467.61

Mason 9.50 M3 7.50 1.27 100.00 13.37 127.00 127.00 0.00106% 7.63 1.27 135.90 15% 20.39 156.29

Labourer 9.50 M3 3.75 2.53 60.00 15.98 151.80 151.80 0.00127% 9.14 1.52 162.46 15% 24.37 186.83

0.00 0.00

037507 R.C.Beams, 300/500mm depth m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1, SR. 155/m3

Rebars (Cut & bent), 138kg/m3

R.C. Beams, Upstand & Parapets, 300mm thick (average)

Concrete, type I, 400Kg/m3 cement content including pumping charge after 8th floor level (adding SR15/m3). SR. 163/m3

Rebars (Cut & bent), 178Kg/m3

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 M3 168.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.88 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

037508 R.C.Rib Beams, aver. 60cm depth 1152 m3 846 974,592 564.88 650,736.00 122.53 141,149.00 791,885.00 6.59904% 47,513.09 7,918.85 847,316.94 15% 127,097.54 974,414.48

1,152.00 M3 152.25 175,392.00 175,392.00 1.46160% 10,523.52 1,753.92 187,669.44 15% 28,150.42 215,819.86

302,400.00 KGS 1.41 426,384.00 426,384.00 3.55320% 25,583.04 4,263.84 456,230.88 15% 68,434.63 524,665.51

Formworks, 4.00m high supports 2,880.00 M2 15.00 43,200.00 43,200.00 0.36000% 2,592.00 432.00 46,224.00 15% 6,933.60 53,157.60

Miscellaneous 1,152.00 M3 5.00 5,760.00 5,760.00 0.04800% 345.60 57.60 6,163.20 15% 924.48 7,087.68

Carpenter 1,152.00 M3 1.88 612.77 100.00 53.19 61,277.00 61,277.00 0.51064% 3,676.61 612.77 65,566.38 15% 9,834.96 75,401.34

Steelfixer 1,152.00 M3 2.50 460.80 100.00 40.00 46,080.00 46,080.00 0.38400% 2,764.80 460.80 49,305.60 15% 7,395.84 56,701.44

Mason 1,152.00 M3 7.50 153.60 100.00 13.33 15,360.00 15,360.00 0.12800% 921.60 153.60 16,435.20 15% 2,465.28 18,900.48

Labourer 1,152.00 M3 3.75 307.20 60.00 16.00 18,432.00 18,432.00 0.15360% 1,105.92 184.32 19,722.24 15% 2,958.34 22,680.58

0.00 0.00

R.C.Beams, 80cm depth m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 0.00 M3 166.95 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.88 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

037509 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 171.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars, 1-layer of 10mm dia WWF 0.00 m2 11.03 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

m2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 m3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 4.83 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

037510 R.C.Solid Slabs, 150 mm thk 18 m3 788 14,184 508.98 9,161.63 131.52 2,367.40 11,529.03 0.09608% 691.78 115.30 12,336.11 15% 1,850.42 14,186.53

Concrete, type I, 400Kg/m3 cement conten, 18.00 M3 152.25 2,740.50 2,740.50 0.02284% 164.45 27.41 2,932.36 15% 439.85 3,372.21

2,362.50 KGS 1.41 3,331.13 3,331.13 0.02776% 199.87 33.31 3,564.31 15% 534.65 4,098.96

Formworks, 4.00m high supports 150.00 M2 20.00 3,000.00 3,000.00 0.02500% 180.00 30.00 3,210.00 15% 481.50 3,691.50

Miscellaneous 18.00 M3 5.00 90.00 90.00 0.00075% 5.40 0.90 96.30 15% 14.45 110.75

Carpenter 18.00 M3 1.75 10.29 100.00 57.17 1,029.00 1,029.00 0.00858% 61.78 10.30 1,101.08 15% 165.16 1,266.24

Steelfixer 18.00 M3 2.33 7.73 100.00 42.94 773.00 773.00 0.00644% 46.37 7.73 827.10 15% 124.07 951.17

Mason 18.00 M3 7.00 2.57 100.00 14.28 257.00 257.00 0.00214% 15.41 2.57 274.98 15% 41.25 316.23

Labourer 18.00 M3 3.50 5.14 60.00 17.13 308.40 308.40 0.00257% 18.50 3.08 329.98 15% 49.50 379.48

0.00 0.00

037511 R.C.Solid Slabs, 200 mm thk 65 m3 722 46,930 455.64 29,616.41 131.50 8,547.20 38,163.61 0.31803% 2,289.82 381.64 40,835.07 15% 6,125.26 46,960.33

65.00 M3 152.25 9,896.25 9,896.25 0.08247% 593.78 98.96 10,588.99 15% 1,588.35 12,177.34

9,145.50 KGS 1.41 12,895.16 12,895.16 0.10746% 773.71 128.95 13,797.82 15% 2,069.67 15,867.49

Formworks, 4.00m high supports 325.00 M2 20.00 6,500.00 6,500.00 0.05417% 390.02 65.00 6,955.02 15% 1,043.25 7,998.27

Miscellaneous 65.00 M3 5.00 325.00 325.00 0.00271% 19.51 3.25 347.76 15% 52.16 399.92

Carpenter 65.00 M3 1.75 37.14 100.00 57.14 3,714.00 3,714.00 0.03095% 222.84 37.14 3,973.98 15% 596.10 4,570.08

Steelfixer 65.00 M3 2.33 27.90 100.00 42.92 2,790.00 2,790.00 0.02325% 167.40 27.90 2,985.30 15% 447.80 3,433.10

Mason 65.00 M3 7.00 9.29 100.00 14.29 929.00 929.00 0.00774% 55.73 9.29 994.02 15% 149.10 1,143.12

Labourer 65.00 M3 3.50 18.57 60.00 17.14 1,114.20 1,114.20 0.00929% 66.89 11.15 1,192.24 15% 178.84 1,371.08

0.00 0.00

037512 R.C.Solid Slabs, 250 mm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 166.95 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

037513 R.C.Solid Slabs, 300 mm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 166.95 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V, 400kg/m3 cement contents (SR. 160 / M3)

Rebars (Cut & bent), 178Kg/m3

Formworks, 4.00m high supports (the bottom of beams is flush to suspended slabs)

Concrete, type 1, SR. 145/M3

Rebars (Cut & bent), 250KG/M3

R.C.Solid Slabs, 100 mm thk on metal Decking

Concrete, type I, 400Kg/m3 cement content including SR. 159/m3

Formworks (supported by metal decking by owner)

Rebars (Cut & bent), 125kg/m3

Concrete, type I, 400Kg/m3 cement content SR. 145/m3

Rebars (Cut & bent), 134kg/m3

Concrete, type I, 400Kg/m3 cement content SR. 159/m3

Rebars (Cut & bent), 173 kg/m3

Concrete, type I, 400Kg/m3 cement content SR. 159/m3

Rebars (Cut & bent), 131 kg/m3

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

037514 R.C.Solid Slabs Ramp, 350 mm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 166.95 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

037515 R.C.Solid Slabs, 350 mm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 166.95 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

037516 R.C.Solid Slabs, 550 mm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 166.95 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

037517 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Solid Slabs, 12cm thick m3

0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Suspended Beams, 30cm thick m3 0.00 0.00

0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.88 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

037518 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Solid Slabs, 12cm thick m3

0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Suspended Beams, 30cm thick m3 0.00 0.00

0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.88 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type I, 400Kg/m3 cement content SR. 159/m3

Rebars (Cut & bent), 172 kg/m3

Concrete, type I, 400Kg/m3 cement content SR. 159/m3

Rebars (Cut & bent), 172 kg/m3

Concrete, type I, 400Kg/m3 cement content SR. 159/m3

Rebars (Cut & bent), 172 kg/m3

Combined R.C.Solid Slabs, 120 mm thk and Beams, 30cm thk

Concrete, type I, 350Kg/cm2 cement content SR. 145/m3

Rebars (Cut & bent), 133kg/m3

Concrete, type I, 350Kg/cm2 cement content SR. 145/m3

Rebars (Cut & bent), 133kg./m3

Combined R.C.Solid Slabs, 120 mm thk, Parapet 200mm thick and Beams, 30cm thk

Concrete, type I, 350Kg/cm2 cement content SR. 145/m3

Rebars (Cut & bent), 153kg/m3

Concrete, type I, 350Kg/cm2 cement content SR. 145/m3

Rebars (Cut & bent), 91kg./m3

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Parapet Wall 20cm thick m3 0.00 0.00 0.00

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

037530 Combined R.C.Columns and Beams LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC STIFFNER COLUMN 0.00 0.00

Concrete, type 1 0.00 M3 196.88 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC CAPPING BEAMS 0.00 0.00 0.00

Concrete, type 1 0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

037531 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Solid Slabs, 15cm thick m3

0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Suspended Beams, 30cm thick m3 0.00 0.00

0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.88 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Elastomeric Bearing Pads Lm 100.00 0.00 Lm 10.00 0.00 100.00 #DIV/0! 0.00

037532 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Solid Slabs, 12cm thick m3

0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Suspended Beams, 30cm thick m3 0.00 0.00

0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.88 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Elastomeric Bearing Pads Lm 100.00 0.00 0.00 Lm 10.00 0.00 100.00 #DIV/0! 0.00

Concrete, type 1, SR. 145/m3

Rebars (Cut & bent), 101kg/m3

Combined R.C.Solid Slabs, 150 mm thick and Beams, 30cm thk

Concrete, type I, 350Kg/cm2 cement content SR. 145/m3

Rebars (Cut & bent), 120kg/m3

Concrete, type I, 350Kg/cm2 cement content SR. 145/m3

Rebars (Cut & bent), 172kg./m3

Combined R.C.Solid Slabs, 120 mm thick and Beams, 30cm thk

Concrete, type I, 350Kg/cm2 cement content SR. 145/m3

Rebars (Cut & bent), 150kg/m3

Concrete, type I, 350Kg/cm2 cement content SR. 145/m3

Rebars (Cut & bent), 140kg./m3

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

037547 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

For Solid Slab

0.00 M3 171.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 2.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 9.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 4.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

For Beams & Drop Beams

0.00 M3 180.83 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

038100 R.C. Hordi Slab, 27cm thk m2 0 0 #REF! #REF! #REF! 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

038150 R.C. Hordi Slab, 300mm thick m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 171.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Hordi Block size: 380/420 x 200 x 240mm 0.00 M2 30.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0 m2 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0 m2 6.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0 m2 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0 m2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

038200 R.C. Hordi Slab, 32cm thk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Hordi Block size: 400 x 200 x 250mm 0.00 M2 19.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.60 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.13 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.20 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.20 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

038225 R.C. Hordi Slab, 400mm thick m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 162.75 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Hordi Block size: 350/370 x 200 x 390mm 0.00 M2 30.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0 m2 4.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0 m2 5.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0 m2 8.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0 m2 8.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

038250 R.C. Hordi Slab, 450mm thick m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 171.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Hordi Block size: 350/370 x 200 x 390mm 0.00 M2 30.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0 m2 4.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0 m2 5.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

R.C. Solid Slabs including drop beams, 300 mm thick

Concrete, type I, 350Kg/m3 cement content including pumping charge after 8th floor level (adding SR15/m3). SR. 169/m3

Rebars (Cut & bent), 136Kg/m3

Concrete, type I, 350Kg/m3 cement content including pumping charge after 8th floor level (adding SR15/m3). SR. 169/m3

Rebars (Cut & bent), 136Kg/m3

Concrete, type I, 400Kg/m3 cement content including pumping charge after 8th floor level (adding SR15/m3). SR. 163/m3

Rebars (Cut & bent), 183Kg/m3 (24kg/m2)

Concrete, type I, 350Kg/m3 cement content. SR. 155/m3

Rebars (Cut & bent), 165Kg/m3 (29kg/m2)

Concrete, type I, 400Kg/m3 cement content including pumping charge after 8th floor level (adding SR15/m3). SR. 163/m3

Rebars (Cut & bent), 165Kg/m3 (29kg/m2)

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Mason 0 m2 8.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0 m2 8.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

038400 R.C. Rib Slab, 400mm thick 10058 m2 191 1,921,078 95.56 961,190.57 59.99 603,375.40 1,564,565.97 13.03805% 93,873.96 15,645.66 1,674,085.59 15% 251,112.84 1,925,198.43

1,629.40 M3 152.25 248,076.15 248,076.15 2.06730% 14,884.56 2,480.76 265,441.47 15% 39,816.22 305,257.69

321,643.56 KGS 1.41 453,517.42 453,517.42 3.77931% 27,211.03 4,535.17 485,263.62 15% 72,789.54 558,053.16

Polyesterene size: 340 x 200 x 400mm 4,023.20 M2 25.00 100,580.00 100,580.00 0.83817% 6,034.82 1,005.80 107,620.62 15% 16,143.09 123,763.71

Formworks, 4.00m high supports 10,058.00 M2 15.00 150,870.00 150,870.00 1.25725% 9,052.20 1,508.70 161,430.90 15% 24,214.64 185,645.54

Miscellaneous 1,629.40 M3 5.00 8,147.00 8,147.00 0.06789% 488.81 81.47 8,717.28 15% 1,307.59 10,024.87

Carpenter 10,058 m2 4.25 2,366.59 100.00 23.53 236,659.00 236,659.00 1.97216% 14,199.55 2,366.59 253,225.14 15% 37,983.77 291,208.91

Steelfixer 10,058 m2 5.67 1,773.90 100.00 17.64 177,390.00 177,390.00 1.47825% 10,643.40 1,773.90 189,807.30 15% 28,471.10 218,278.40

Mason 10,058 m2 8.50 1,183.29 100.00 11.76 118,329.00 118,329.00 0.98608% 7,099.78 1,183.30 126,612.08 15% 18,991.81 145,603.89

Labourer 10,058 m2 8.50 1,183.29 60.00 7.06 70,997.40 70,997.40 0.59165% 4,259.88 709.98 75,967.26 15% 11,395.09 87,362.35

0.00 0.00

0.00 0.00

038600 R.C. Waffle Slab, 50cm thk m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 169.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 55.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M2 10.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M2 3.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M2 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 7.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

038700 R.C. Waffle Slab, 60cm thk m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 169.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Pcs 41.67 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M2 2.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M2 4.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M2 5.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 8.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 8.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

038750 R.C. Waffle Slab, 65cm thk m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 169.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 55.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M2 10.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M2 3.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M2 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 7.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

038800 R.C. Waffle Slab, 700mm thk m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 162.75 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Pcs 41.67 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M2 2.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M2 4.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M2 5.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 8.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 8.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Concrete, type I, 400Kg/m3 cement content. SR. 145/m3

Rebars (Cut & bent), 188Kg/m3 (33kg/m2)

Concrete, type I, 350kg/m3 cement contents (SR. 169 / M3)

Rebars (Cut & bent), 127 Kg/m3 (26.5kg/m2)

Steel Waffle Type formwork, size: 600mm wide x 500mm thick x length

Concrete, type I, 350kg/m3 cement contents (SR. 169 / M3)

Rebars (Cut & bent), 122 Kg/m3 (30kg/m2)

Waffle 1000 x 1000 x 500mm thick ( SR. 250 / piece) 6 times to use

Concrete, type I, 350kg/m3 cement contents (SR. 169 / M3)

Rebars (Cut & bent), 122 Kg/m3 (33kg/m2)

Steel Waffle Type formwork, size: 600mm wide x 400mm thick x length

Concrete, type I, 400kg/m3 cement contents (SR. 155 / M3)

Rebars (Cut & bent), 122 Kg/m3 (30kg/m2)

Waffle 1000 x 1000 x 500mm thick ( SR. 250 / piece) 6 times to use

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

038950 m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Footings m3

0.00 M3 160.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 4.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 9.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Grade Beams, 20cm thick m3

0.00 M3 160.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

R.C. Rectangular Column m3

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

R.C. Roof Beams, 80 x 32cm thick m3 0.00 0.00

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

R.C. Beams, 20cm wide m3 0.00 0.00

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

R.C. Staircase m3 0.00 0.00

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.13 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 4.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.25 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Solid Suspended Slab, 20cm thick m3 0.00 0.00

0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Solid Suspended Slab, 16cm thick m3 0.00 0.00

0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Solid Suspended Slab, 14cm thick m3 0.00 0.00

0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

R.C. to Footings, G. Beams, Roof beams, wall, columns, solid slab, hordi slab & staircase.

Concrete, type V, SR. 150/m3

Rebars (Cut & bent), 87kg/m3

Concrete, type V, SR. 150kg/m3

Rebars (Cut & bent), 120kg/m3

Concrete, type 1, 350Kg/m3 cement content SR. 145/m3

Rebars (Cut & bent), 122Kg/m3

Concrete, type 1, 360kg/m3 cement contents, SR. 145/m3

Rebars (Cut & bent), 148kg/m3

Concrete, type 1, 360kg/m3 cement contents, SR. 145/m3

Rebars (Cut & bent), 116kg/m3

Concrete, type 1, SR. 145/m3

Rebars (Cut & bent), 145KG/M3

Concrete, type 1, SR. 145/m3

Rebars (Cut & bent), 182kg/m3

Concrete, type 1, SR. 145/m3

Rebars (Cut & bent), 118kg/m3

Concrete, type 1, SR. 145/m3

Rebars (Cut & bent), 112kg/m3

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

R.C. Hordi Slab, 320mm thick m2

Concrete, type 1 0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Hordi Block size: 400 x 200 x 250mm 0.00 M2 19.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.60 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.13 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.20 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.20 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

039 PRECAST CONCRETE 0.00 0.00

039100 Precast Foundation 0.00 0.00

039250 Precast Column Neck 0.00 0.00

039300 Precast Tie Beams 0.00 0.00

039350 Precast Column Neck 0.00 0.00

039400 Precast Walls 0.00 0.00

039401 Precast Walls Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nrs 13,294.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

039402 Precast Walls Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nrs 34,710.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

039403 Precast Walls Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Wall section @ 33.00m level, 200mm thick 0.00 Nrs 23,321.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

039404 Precast Walls Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Wall section @ 25.110m level, 300 mm thick 0.00 Nrs 31,483.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

039405 Precast Walls Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Wall section @ 17.25m level, 300 mm thick 0.00 Nrs 38,480.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

039406 Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

GRC size 1.20 x 1.20 x 0.05m thk 0.00 Nrs 750.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-coat of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Textured Paint 0.00 Liters 11.04 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

039450 Precast Arches & Staircase & Domes 0.00 0.00

039451 Precast Dome Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Top of minaret, Dome 0.00 Nrs 4,827.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

039500 Precast Beams 0.00 0.00

039501 Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Precast Trilles size: 100 x 300 x 5500mm 0.00 Nrs 531.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Beams & Supports 0.00 0.00

Concrete, type 1 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.88 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

039550 Precast Slabs 0.00 0.00

039600 Precast Splash Block no. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 350 x 400mm 0.00 NOS 390.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 NOS 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 NOS 4.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

039700 Precast Railings Item #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Lm 382.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

04 MASONRY WORKS 0.00 0.00

150mm thick x 2.70m high minaret precast wall panel, 25m2

150mm thick x 4.05m high minaret precast wall panel, 25m2

GRC Precast Walls including paint finish.

Precast concrete trellis including supports and beams

Precast concrete as detailed on Section 6/Drg. No. Q-A-306

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

042 Unit Masonry 0.00 0.00

0.00 0.00

042100 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Red Brick Wall, 20 x 20 x 40cm 0.00 M2 23.38 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 0.00 M3 169.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks @ 2-sides 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042101 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Red Brick Wall, 15 x 20 x 40cm 0.00 M2 22.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 0.00 M3 169.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks @ 2-sides 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042102 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Red Brick Wall, 10 x 20 x 40cm 0.00 M2 20.63 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 0.00 M3 169.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks @ 2-sides 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042200 CHB Masonry, 200mm thk 3849 m2 41 157,809 21.11 81,254.23 11.85 45,617.60 126,871.83 1.05727% 7,612.34 1,268.72 135,752.89 15% 20,362.93 156,115.82

Concrete Hollow Block 3,849.00 M2 15.13 58,235.37 58,235.37 0.48529% 3,494.09 582.35 62,311.81 15% 9,346.77 71,658.58

Horizontal Rebars, 10mm dia. 7,917.69 KGS 1.41 11,163.94 11,163.94 0.09303% 669.82 111.64 11,945.40 15% 1,791.81 13,737.21

Sand-Cement Mortar 76.98 M3 154.00 11,854.92 11,854.92 0.09879% 711.29 118.55 12,684.76 15% 1,902.71 14,587.47

Mason 3,849.00 M2 13.50 285.11 100.00 7.41 28,511.00 28,511.00 0.23759% 1,710.65 285.11 30,506.76 15% 4,576.01 35,082.77

Labour 3,849.00 M2 13.50 285.11 60.00 4.44 17,106.60 17,106.60 0.14256% 1,026.43 171.07 18,304.10 15% 2,745.62 21,049.72

0.00 0.00

042201 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 m 0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks @ 2-sides 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042210 CHB Masonry, 150mm thk 948 m2 38 36,024 19.65 18,628.66 11.03 10,460.80 29,089.46 0.24241% 1,745.35 290.89 31,125.70 15% 4,668.86 35,794.56

Concrete Hollow Block 948.00 M2 14.44 13,689.12 13,689.12 0.11408% 821.38 136.90 14,647.40 15% 2,197.11 16,844.51

Horizontal Rebars, 10mm dia. 1,950.11 KGS 1.41 2,749.66 2,749.66 0.02291% 164.95 27.49 2,942.10 15% 441.32 3,383.42

Sand-Cement Mortar 14.22 M3 154.00 2,189.88 2,189.88 0.01825% 131.40 21.90 2,343.18 15% 351.48 2,694.66

Mason 948.00 M2 14.50 65.38 100.00 6.90 6,538.00 6,538.00 0.05448% 392.26 65.38 6,995.64 15% 1,049.35 8,044.99

Red Bricks, 200mm thk including lintel beams, bond beams, sills & jambs.

Red Bricks, 150mm thk including lintel beams, bond beams, sills & jambs.

Red Bricks, 100mm thk including lintel beams, bond beams, sills & jambs.

CHB Masonry, 200mm thk including lintel beams, bond beams, columns, sills & jambs.

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Labour 948.00 M2 14.50 65.38 60.00 4.14 3,922.80 3,922.80 0.03269% 235.37 39.23 4,197.40 15% 629.61 4,827.01

0.00 0.00

042211 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block 0 M2 15.81 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0 M2 18.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0 M2 18.33 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 m 0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks @ 2-sides 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042220 CHB Masonry, 100mm thk 387 m2 34 13,158 17.50 6,772.69 10.00 3,870.40 10,643.09 0.08869% 638.57 106.43 11,388.09 15% 1,708.21 13,096.30

Concrete Hollow Block 387.00 M2 13.06 5,054.22 5,054.22 0.04212% 303.26 50.54 5,408.02 15% 811.20 6,219.22

Horizontal Rebars, 10mm dia. 796.09 KGS 1.41 1,122.49 1,122.49 0.00935% 67.32 11.22 1,201.03 15% 180.15 1,381.18

Sand-Cement Mortar 3.87 M3 154.00 595.98 595.98 0.00497% 35.78 5.96 637.72 15% 95.66 733.38

Mason 387.00 M2 16.00 24.19 100.00 6.25 2,419.00 2,419.00 0.02016% 145.15 24.19 2,588.34 15% 388.25 2,976.59

Labour 387.00 M2 16.00 24.19 60.00 3.75 1,451.40 1,451.40 0.01210% 87.12 14.52 1,553.04 15% 232.96 1,786.00

0.00 0.00

042221 CHB Masonry, 100mm thk m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block 0.00 M2 12.38 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 18.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 18.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042222 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block 0.00 M2 15.13 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 m 0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks @ 2-sides 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042250 CHB Insul Masonry, 200mm thk m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block Insulated type 0.00 M2 33.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 14.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 14.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

042260 CHB Insul Masonry, 250mm thk m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block Insulated type 0.00 M2 34.38 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

042300 Reinforced Masonry, 20cm thk m2 0 0 #REF! #REF! #REF! 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042301 CHB Masonry as columns, 2.285m Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 1,500.00 #DIV/0! 4,800.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

GRC wall panel 100mm thk x 1000mm high 0.00 Lm 398.00 0.00 1.00 Day 1,500.00 1,500.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

CHB, 20cm thk as column panel m2 0.00 M2 16.50 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block m2 0.00 M2 12.38 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. M2 0.00 KGS 1.54 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Vertical Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar & filler 0.00 M3 165.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason to FIX GRC PANELS 96.00 Lm 50.00 4,800.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason to install CHB 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

CHB Masonry, 150mm thk including lintel beams, bond beams, columns, sills & jambs.

CHB Masonry, 100mm thk including lintel beams, bond beams, columns, sills & jambs.

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

042320 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block, 200mm thick 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block, 100mm thick 0.00 M2 12.38 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rockwall Insulation, 50mm thick

50mm thick Insulation, 35kg/m3 0.00 M2 14.30 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Galvanized steel wall Ties 0.00 NOS 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0423201 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block, 200mm thick 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block, 100mm thick 0.00 M2 12.38 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rockwall Insulation, 50mm thick

50mm thick Insulation, 35kg/m3 0.00 M2 14.30 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Galvanized steel wall Ties 0.00 NOS 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042325 57 m2 90 5,130 55.03 3,136.87 17.73 1,010.60 4,147.47 0.03456% 248.83 41.47 4,437.77 15% 665.67 5,103.44

Concrete Hollow Block, 100mm thick 57.00 M2 12.38 705.66 705.66 0.00588% 42.34 7.06 755.06 15% 113.26 868.32

Horizontal Rebars, 10mm dia. 117.25 KGS 1.54 180.57 180.57 0.00150% 10.80 1.80 193.17 15% 28.98 222.15

Sand-Cement Mortar 0.57 M3 165.00 94.05 94.05 0.00078% 5.62 0.94 100.61 15% 15.09 115.70

Mason 57.00 M2 20.00 2.85 100.00 5.00 285.00 285.00 0.00238% 17.14 2.86 305.00 15% 45.75 350.75

Labour 57.00 M2 20.00 2.85 60.00 3.00 171.00 171.00 0.00143% 10.30 1.72 183.02 15% 27.45 210.47

Concrete Hollow Block, 150mm thick 57.00 M2 14.44 823.08 823.08 0.00686% 49.39 8.23 880.70 15% 132.11 1,012.81

Horizontal Rebars, 10mm dia. 117.25 KGS 1.54 180.57 180.57 0.00150% 10.80 1.80 193.17 15% 28.98 222.15

Sand-Cement Mortar 0.86 M3 165.00 141.90 141.90 0.00118% 8.50 1.42 151.82 15% 22.77 174.59

Mason 57.00 M2 18.33 3.11 100.00 5.46 311.00 311.00 0.00259% 18.65 3.11 332.76 15% 49.91 382.67

Labour 57.00 M2 18.33 3.11 60.00 3.27 186.60 186.60 0.00156% 11.23 1.87 199.70 15% 29.96 229.66

Rockwall Insulation, 50mm thick

50mm thick Insulation, 35kg/m3 57.00 M2 14.30 815.10 815.10 0.00679% 48.89 8.15 872.14 15% 130.82 1,002.96

Galvanized steel wall Ties 178.13 NOS 1.10 195.94 195.94 0.00163% 11.74 1.96 209.64 15% 31.45 241.09

Labour 57.00 M2 60.00 0.95 60.00 1.00 57.00 57.00 0.00048% 3.46 0.58 61.04 15% 9.16 70.20

0.00 0.00

042330 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block, 100mm thick 0.00 M2 12.38 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block, 100mm thick 0.00 M2 12.38 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rockwall Insulation, 50mm thick

50mm thick Insulation, 35kg/m3 0.00 M2 14.30 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Galvanized steel wall Ties 0.00 NOS 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042350 Masonry Panels m2 0 0 #REF! #REF! #REF! 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042400 Offwhite Lime Block, 200mm thk m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Lime Block (Offwhite color) 0.00 M2 27.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 15.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

042410 Lime Block, 150mm thk m2 0 0 #REF! #REF! #REF! 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Combined CHB Masonry, 200+50+100mm thk

Combined CHB Masonry, 200+50+100mm thk

Combined CHB Masonry, 150+50+100mm thk

Combined CHB Masonry, 100+50+100mm thk

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

042500 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Precast Solid Block 0.00 M2 17.88 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 m 0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks @ 2-sides 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042510 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Precast Solid Block 0 M2 22.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0 M2 18.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0 M2 18.33 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 m 0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks @ 2-sides 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042520 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Precast Solid Block 0.00 M2 28.88 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 m 0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks @ 2-sides 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042530 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Precast Solid Block 0.00 M2 42.63 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 m 0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks @ 2-sides 0.00 M2 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

042900 Adobe Masonry 0.00 0.00

044 Stone Pavers 0.00 0.00

044100 Rough Stone 0.00 0.00

044200 Cut Stone 0.00 0.00

044550 Marble 0.00 0.00

044600 Limestone 0.00 0.00

044650 Granite 0.00 0.00

044700 Sand stone 0.00 0.00

045 0.00 0.00

045650 Fire Brick 0.00 0.00

05 METAL WORKS 0.00 0.00

050 Metal Fastening 0.00 0.00

050500 Metal Fastening 0.00 0.00

Solid Blockwalls, 100mm thk including lintel beams, bond beams, columns, sills & jambs.

Solid Blockwalls, 150mm thk including lintel beams, bond beams, columns, sills & jambs.

Solid Blockwalls, 200mm thk including lintel beams, bond beams, columns, sills & jambs.

Solid Blockwalls, 300mm thk including lintel beams, bond beams, columns, sills & jambs.

Masonry Restoration , Cleaning And Refractors

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

050501 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using painted 0.50mm thick Hi-rib Panel 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

fix on painted steel purlins & columns. 0.00 m2 215.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

051 STRUCTURAL METAL Framing 0.00 0.00

051200 Structural Steel 0.00 0.00

052 METAL JOISTS 0.00 0.00

052100 Steel Joists 0.00 0.00

053 METAL DECKING 0.00 0.00

053100 Steel Deck 0.00 0.00

055 METAL FABRICATIONS 0.00 0.00

055100 Metal Stairs 0.00 0.00

055101 Spiral Staircase to Minaret Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Spiral galv. Steel staircase to minaret 0.00 Nrs 14,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete in fill, type I 0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.58 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055102 Spiral Staircase to shops areas Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nrs 32,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Erector 0.00 Nrs 0.05 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Nrs 0.05 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055150 Ladders 0.00 0.00

0.00 0.00

055151 Steel Ladder Rungs Lm #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steel Ladder Rungs 0.00 Lm 275.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055200 Ballustrade Railings, complete Item #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Staircase, ST1,ST2,ST3 & ST4. 0.00 0.00

LM 325.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Galv. Steel handrails wall mounted LM 275.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

LM 325.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Galv. Steel handrails wall mounted LM 275.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055201 Aluminum Handrails to Staircase m #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m 400.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055203 Aluminum Handrails to Mezzanine m #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m 550.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055204 m #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m 650.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055205 m #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m 600.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055206 m #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m 330.00 0.00 0.00 m 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055207 m #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m 300.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Pre-finished exposed sheeting; to ceiling

Fabricate supply and install spiral staircase in shops complete with all supports, treads, risers, balustrade and paint.

10cm Dia. X 90cm high Galv. Steel Straight Handrails

To entrance Corridor @ G05, G018, G403, G08, G16 & G20.

10cm Dia. X 90cm high Galv. Steel Straight Handrails

Aluminum Handrails to staircase at penthouse level.

100 x 50 mm aluminium handrail with 12 mm safety glass in shop at mezzanine with post all complete as per detail 2/A43.

Aluminum Handrails to Penthouse Living Room

100 x 50 mm aluminium handrail with curved polycarbonate panel for the penthouse living room; all complete as per detail 1/A43.

Propietary Powder Coated Aluminum Handrails

Propreitary 80 x 40 mm polyester powder coated aluminium handrail with 3 x 3 balusters; polyster powder coated aluminium shoe plugged and screwed to structure, with powder coated aluminium reveal; all complete as per detail b/A26.

Steel Railing Powder Coated Handrails (floor mounted)

using 50mm dia. steel pipe railing with powder coated finish, 900mm overall height

Steel Railing Powder Coated Handrails (Top Wall mounted)

using 50mm dia. steel pipe railing with powder coated finish, 200mm high

Page 45: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0504/17/2023

45/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

055208 m #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m 70.00 0.00 0.00 m 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055209 m #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m 125.00 0.00 0.00 m 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055210 m #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m 650.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m 3.00 0.00 120.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055211 m #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m 400.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m 4.00 0.00 120.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m 4.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055212 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 1,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 Lm 3.00 0.00 120.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 Lm 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055213 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 890.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 Lm 2.00 0.00 120.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 Lm 2.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055250 Aluminum Cat Ladder No. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 No. 1,110.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055251 Aluminum Cat Ladder Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 1,110.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055252 Aluminum Cat Ladder Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 1,150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055253 Steel Ladder Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 671.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055254 Steel Ladder Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 385.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055255 Steel Ladder Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 275.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055256 Steel Ladder Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 1,199.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

05525 Satinless Steel Steps to U.G. Tank Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steel Railing Handrails (floor mounted) with primer & 2-coats of paint finish.

using 50mm dia. steel pipe railing with painted finish, 900mm overall height

Steel Railing Handrails (sidewall mounted) with primer & 2-coats of paint finish.

using 50mm dia. steel pipe railing with painted finish

Stainless Steel Handrails to Parapet walls

Stainless steel handrail 550 mm high fixed to parapet as per section 5/A23. Using dia. 70mm, see Q&A#14

Stainless Steel Handrails to staircase (wall mounted)

Using S/S dia. 50.80mm x 1.50mm thick (T304) complete with accessories.

Stainless Steel Handrails, 950mm high to staircase (floorl mounted)

Using S/S dia. 50.80mm x 1.50mm thick (T304) on top rail, one at mid-rail in polished finish, supported by mild stell painted screwed & cover bu sst flange cover complete with accessories.

Stainless Steel Handrails with 10mm thk single clear tempered glass, 950mm high to staircase (floorl mounted)

Using S/S dia. 50.80mm x 2.00mm thick (T304) on top rail & vertical post in mirror polished finish, 10mm thk single clear tempered glass, supported by 4mm thk base plate & cover s/st flange cover complete with accessories.

Supply and install aluminium cat ladder 3650 mm high as per detail 13/A43.

Supply and install aluminium cat ladder 3600 mm high as per detail 13/A43.

Supply and install aluminium cat ladder 3850 mm high as per detail 13/A43.

Supply and install steel ladder 3.05m high

Supply and install steel ladder 1.75m high

Supply and install steel ladder 1.25m high

Supply and install steel ladder 5.45m high

Page 46: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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46/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 Nos. 70.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 0.00 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 0.00 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

05525 Galvanized Steel Steps to U.G. Tank Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 45.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 0.00 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 0.00 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055290 Steel Pipe Bollards, 100mm dia. Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 250.00 0.00 0.00 Nos. 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation, Back fill & concrete foorings 0.00 nos. 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Nos. 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 Nos. 7.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055291 Steel Pipe Bollards, 150mm dia. Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 300.00 0.00 0.00 Nos. 2.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation, Back fill & concrete foorings 0.00 nos. 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Nos. 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 Nos. 7.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055300 Grating & Floor Plates 0.00 0.00

055301 Steel Chequered Plates m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 140.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Fabricator 0.00 m2 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m2 4.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055310 Ablution Grating Cover Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

20cm wide steel grating cover 0.00 Lm 135.00 0.00 0.00 Lm 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Angle plates, 5cm x 5cm 0.00 Lm 10.00 0.00 0.00 Lm 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

055311 Ablution Grating Cover Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

30cm wide steel grating cover 0.00 Lm 150.00 0.00 0.00 Lm 4.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Angle plates, 5cm x 5cm 0.00 Lm 10.00 0.00 0.00 Lm 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

055312 Grating Cover to Sump Pit Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 3,300.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055313 Grating Cover to Sump Pit No. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 No. 1,900.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055314 Grating Cover to Basement m #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

500 mm wide steel grating at basement. 0.00 m 285.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055315 Grating to Flatforms m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steel grating platform to shafts. 0.00 m2 330.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055500 Metal Specialties 0.00 0.00

0.00 0.00

055501 Grab Rails Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Metal Grab Rails 0.00 Nrs 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055510 Checkered Plate Landing item #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

m2 700.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055520 Roof Hatch Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Metal Roof Hatch, 700 x 700mm 0.00 Nrs 1,350.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

055521 Roof Hatch Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nrs 3,350.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Nrs 3.00 0.00 100.00 #DIV/0! 0.00

Labour 0.00 Nrs 3.00 0.00 60.00 #DIV/0! 0.00

0.00 0.00

057 ORNAMENTAL METAL 0.00 0.00

057250 Ornamental Metal 0.00 0.00

Stainless steel tubular rungs anchored to walls, as per detail 12/A43.

Galvanized steel tubular rungs anchored to walls, as per detail 12/A43.

Supply and install Painted Steel Pipe Bollard Protection 1100mm clear high

Supply and install Painted Steel Pipe Bollard Protection 1100mm clear high

Steel chequered plate at transformer and electrical rooms.

Grating for sump pit size 2000 x 2000 mm at pump room.

Grating for sump pit size 1000 x 1000 mm at pump room.

Checkered plate landing on steel angle, Dia. 1.40m

Aluminium access cover to water tank opening 800 x 800 mm as per detail 9/A42.

Page 47: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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47/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

057251 Bronze plated Crescent Nrs #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Bronze plated Crescent, 1,500mm high 0.00 Nrs 3,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

06 WOOD AND PLASTICS 0.00 0.00

061 WOOD AND PLASTICS 0.00 0.00

061100 WOOD AND PLASTICS 0.00 0.00

07 0.00 0.00

071 0.00 0.00

071100 Sheet Waterproofing 0.00 0.00

071101 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

One coat ASTM D41 Primer 0.00 M2 1.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 18.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 13.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor - BMC 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

071102 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

One coat ASTM D41 Primer 0.00 m2 0.90 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 11.33 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Application of Primer 0.00 m2 45.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installation of Waterproofing Membrane 0.00 m2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

071103 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

One coat ASTM D41 Primer 0.00 m2 0.90 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 12.67 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Application of Primer 0.00 m2 45.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installation of Waterproofing Membrane 0.00 m2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

071104 H2Oproofing to kit & toilet area m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

One coat ASTM D41 Primer 0.00 m2 0.90 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 12.67 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Application of Primer 0.00 m2 45.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installation of Waterproofing Membrane 0.00 m2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

071105 H2Oproofing to kit & toilet area m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

One coat ASTM D41 Primer 0.00 m2 0.90 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 12.67 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Application of Primer 0.00 m2 35.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installation of Waterproofing Membrane 0.00 m2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

071106 H2Oproofing to Basement 3384 m2 34 115,056 19.36 65,514.24 8.38 28,361.40 0.00 93,875.64 0.78230% 5,632.56 938.76 100,446.96 15% 15,067.04 115,514.00

One coat ASTM D41 Primer 3,384.00 m2 0.90 3,045.60 3,045.60 0.02538% 182.74 30.46 3,258.80 15% 488.82 3,747.62

6,768.00 m2 9.23 62,468.64 62,468.64 0.52057% 3,748.10 624.68 66,841.42 15% 10,026.21 76,867.63

Application of Primer 3,384.00 m2 35.00 96.69 60.00 1.71 5,801.40 5,801.40 0.04835% 348.12 58.02 6,207.54 15% 931.13 7,138.67

Installation of Waterproofing Membrane 3,384.00 m2 15.00 225.60 100.00 6.67 22,560.00 22,560.00 0.18800% 1,353.60 225.60 24,139.20 15% 3,620.88 27,760.08

0.00 0.00

071108 H2Oproofing to Planter Boxes Item #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

4mm thk APP modified membrane, 2-layers M2 34.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

071109 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

THERMAL AND MOISTURE PROTECTION

WATERPROOFING AND DAMPPROOFING

Waterproofing Membrane to Driveways & Footpath

One layer of 4mm thk APP modified membrane, polyflame DWI 4170 in lieu of SBS torch

3mm thick Protection bitumen impregnated like Protectobit from Dermabit brand or Bitumat brand

Waterproofing Membrane to Under Footing & Grade Beams

4mm thick Protection bitumen impregnated like Protectobit from Dermabit brand or Bitumat brand. One (1) layer membrane

Waterproofing Membrane to Under Footing & Grade Beams

4mm thick Protection bitumen impregnated like Protectobit from Dermabit brand or Bitumat brand. One (1) layer membrane

4mm thick Protection bitumen impregnated like Protectobit from Dermabit brand or Bitumat brand. One (1) -layer membrane

3mm thick Protection bitumen impregnated like Protectobit from Dermabit brand or Bitumat brand. Two (2) -layers membrane

4mm thick Protection bitumen impregnated like Protectobit from Dermabit brand or Bitumat brand. Two (2) -layers membrane

H2Oproofing to Planter Boxes (Horizontal Surfaces)

Page 48: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 M2 30.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-con by BMC 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

071110 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 33.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-con by BMC 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

071111 H2Oproofing Works m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

4mm thk APP modified membrane, 2-layers 0.00 m2 11.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 32.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Bituminous Asphalt primer 0.00 m2 0.86 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Applicator 0.00 m2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-cement screed, 30mm thick 0.00 m2 4.95 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

071112 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 17.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-coat of Bituminous Asphalt primer 0.00 m2 0.86 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Applicator 0.00 m2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

071113 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 17.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 16.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

PVC strips 0.00 m2 1.00 0.00 0.00 m2 80.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-coat of Bituminous Asphalt primer 0.00 m2 0.86 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Applicator 0.00 m2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

071300 Bentonite Waterproofing 0.00 0.00

071450 118 m2 42 4,956 0.00 0.00 0.00 34.00 4,012.00 4,012.00 0.03343% 240.70 40.12 4,292.82 15% 643.92 4,936.74

118.00 M2 21.00 2,478.00 2,478.00 0.02065% 148.68 24.78 2,651.46 15% 397.72 3,049.18

Sikalite primer 118.00 M2 1.00 118.00 118.00 0.00098% 7.06 1.18 126.24 15% 18.94 145.18

Subcontractor 118.00 m2 12.00 1,416.00 1,416.00 0.01180% 84.96 14.16 1,515.12 15% 227.27 1,742.39

0.00 0.00

071500 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 5.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 42.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 2.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor (BMC) 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

071510 m2 #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Non woven geotextile, 140gm/m2 0.00 M2 3.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 39.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor (BMC)

0.00 0.00

Single layer anti-root waterproofing membrane, 3mm thick, double reinforced with 50 gms/m2 of fiberglass & 250gms/m2 of a special anti-root non-woven poyester toch applied, fully bonded to the primed surface.

H2Oproofing to Planter Boxes (Vertical Surfaces)

Single layer anti-root waterproofing membrane, 3mm thick, double reinforced with 50 gms/m2 of fiberglass & 250gms/m2 of a special anti-root non-woven poyester toch applied, fully bonded to the primed surface.

Waterproofing to Raft Foundation (Horizontal surfaces)

Using Bituthene 1000 XHC from Bitumat, elastomeric H2Oing membrane composed of rubberized bitumen compound laminated with high density polyethelene & reinforced mat, 1.50mm thick

Waterproofing to Retaining walls (Vertical surfaces)

Using Bituthene 1000 XHC from Bitumat, elastomeric H2Oing membrane composed of rubberized bitumen compound laminated with high density polyethelene & reinforced mat, 1.50mm thick

Cementitious Waterproofing to Under ground water tank

Water Proof Cement Plaster, using Vetonit Render, Grey color, 50kgs / bag

Elastomeric Waterproofing Membrane to Substructures to wall @ basement

Non woven geotextile, 140gm/m2, mechanically fix.

Carlisle Sure-Seal Black EPDM elastomeric membrane (ethylene proprlene diene polymer), 1-layer, 1.52mm thick

Protection Board, 2.50mm thick Carslisle Sure-Board or 25mm thick extruded polyesterene.

Allow for reinforcing strip, 300mm wide and aluminum flashing

Elastomeric Waterproofing Membrane to Substructures to under Raft Foundations

Carlisle Sure-Seal Black EPDM elastomeric membrane (ethylene proprlene diene polymer), 1-layer, 1.52mm thick

Page 49: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0504/17/2023

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

071515 272 m2 42 11,424 0.00 34.00 9,248.00 9,248.00 0.07707% 554.90 92.48 9,895.38 15% 1,484.31 11,379.69

Non woven geotextile, 200gm/m2 272.00 M2 5.10 see separte offer #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 15% #VALUE! #VALUE!

272.00 M2 34.00 9,248.00 9,248.00 0.07707% 554.90 92.48 9,895.38 15% 1,484.31 11,379.69

Subcontractor (BMC)

0.00 0.00

071516 239 m2 42 10,038 27.20 6,500.80 6.67 1,593.00 0.00 0.00 8,093.80 0.06745% 485.64 80.94 8,660.38 15% 1,299.06 9,959.44

239.00 m2 27.20 6,500.80 6,500.80 0.05417% 390.02 65.00 6,955.82 15% 1,043.37 7,999.19

Subcontractor (ANDAL) 239.00 m2 15.00 15.93 100.00 6.67 1,593.00 1,593.00 0.01328% 95.62 15.94 1,704.56 15% 255.68 1,960.24

0.00 0.00

071600 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Cold Bitumen Asphalt 0.00 M2 1.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0716001 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Cold Bitumen Asphalt 0.00 M2 1.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

071601 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Cold Bitumen Asphalt 0.00 M2 1.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

071920 Vapour Retarders 0.00 0.00

0.00 0.00

071921 Protectio Felt, 200gr/m2 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using geotextiles 0.00 M2 3.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00

071922 Vapour Barrier 2379 m2 3 7,137 1.10 2,616.90 1.00 2,379.00 0.00 0.00 4,995.90 0.04163% 299.74 49.96 5,345.60 15% 801.84 6,147.44

200microns, plyethelene sheet 2,616.90 M2 1.00 2,616.90 2,616.90 0.02181% 157.03 26.17 2,800.10 15% 420.02 3,220.12

Labour 2,379.00 m2 60.00 39.65 60.00 1.00 2,379.00 0.00 0.00

071923 Protection Board , 10mm thick m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Protection Board, using Korpak by Bitumat. 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

071924 Protection Board , 3.5mm thick m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 13.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

071925 Protection Board , 25mm thick m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Extruded polyesterene board 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

072 INSULATION AND FIREPROOFING 0.00 0.00

072100 Building Insulation 0.00 0.00

0.00 0.00

072110 Rigid Insulation to Blockwalls m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thick Insulation, 35kg/m3 0.00 M2 14.30 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Galvanized steel wall Ties 0.00 NOS 1.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

072200 Roof & Deck Insulation 0.00 0.00

0.00 0.00

072210 Rigid Insulation to Roof m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thick Insulation, 35kg/m3 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

072230 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thick Insulation, 35kg/m3 0.00 m2 13.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

072250 Rigid Insulation to Roof m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

75mm thick Insulation, 35kg/m3 0.00 M2 21.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Fluid Applied Elastomeric Waterproofing Membrane to UNDER BASEMENT & PARKING AREA

Fluid Elastomeric waterproofing membrane, tremproof 60 (TP60) bitumen modified, moisture curing polyurethane with 1.5mm thick.

Liquid Applied Waterproofing Membrane to wet areas (bath, toilet, kitchen & etc.)

Liquid Applied Waterproofing Membrane to wet areas (bath, toilet, kitchen & etc.)

Bitumenous Paint to Foundations, Ret. Walls, col. neck & G. Beams

Bitumenous Paint to Foundations, Ret. Walls, col. neck & G. Beams

Bitumenous Paint to inside the Planter Boxes

Protection Board, 2.50mm thick Carslisle Sure-Board or 25mm thick extruded polyesterene.

Extruded Polyesterne rigid Insulation to Roof

Page 50: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Labour 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

072300 Rock Wool Insulation to ceiling m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thick Insulation, 35kg/m3 0.00 m2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m2 30.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

072400 Exterior Insulation 0.00 0.00

072500 Fireproofing 0.00 0.00

073 SHINGLES AND ROOF TILES 0.00 0.00

073100 Shingles 0.00 0.00

073200 Roofing Tile 0.00 0.00

075 MEMBRANE ROOFING 0.00 0.00

075100 Built-Up Roofing 0.00 0.00

075200 Prepared Roll Roofing 0.00 0.00

075300 Elastomeric Roofing 0.00 0.00

075350 Modified Bit. Roofing 0.00 0.00

075351 Waterproofing to Roof m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

4mm thk APP modified membrane, 2-layers 0.00 M2 34.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

075360 1688 m2 24 40,512 13.82 23,328.16 5.33 9,002.60 0.00 0.00 32,330.76 0.26942% 1,939.82 323.30 34,593.88 15% 5,189.08 39,782.96

One coat ASTM D41 Primer 1,688.00 m2 0.90 1,519.20 1,519.20 0.01266% 91.15 15.19 1,625.54 15% 243.83 1,869.37

1,688.00 m2 12.92 21,808.96 21,808.96 0.18174% 1,308.53 218.09 23,335.58 15% 3,500.34 26,835.92

Application of Primer 1,688.00 m2 45.00 37.51 60.00 1.33 2,250.60 2,250.60 0.01876% 135.07 22.51 2,408.18 15% 361.23 2,769.41

Installation of Waterproofing Membrane 1,688.00 m2 25.00 67.52 100.00 4.00 6,752.00 6,752.00 0.05627% 405.14 67.52 7,224.66 15% 1,083.70 8,308.36

075363 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

One coat ASTM D41 Primer 0.00 m2 1.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 12.67 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Application of Primer 0.00 m2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installation of Waterproofing Membrane 0.00 m2 23.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

075365 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

One coat ASTM D41 Primer 0.00 Lm 0.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 13.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Dressing around Drainage nos. 20.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

075366 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

One coat ASTM D41 Primer 0.00 m2 0.90 0.00 0.00 m2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 23.00 0.00 0.00 m2 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand cement screed protection 0.00 m2 10.00 0.00 0.00 m2 15.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

075400 Separation Layer to Roof m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

120-140gm/m2 sep. layer 0.00 M2 4.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

075420 Protective Sheet membrane m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

200gms/m2 non-woven geotextile 0.00 M2 3.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

075500 Sand-Cement Screed to Roof m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

70mm thk sand-cement screed 0.00 M2 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

075510 Light weight Concrete Screed to Roof m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

30mm thk concrete screed with foam 0.00 M2 13.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

075550 Gravel Mulch m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 2.40 0.00 0.00 M2 1.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Waterproofing Membrane to Roof (Horizontal surfaces)

One layer of 4mm thk APP modified membrane, sand finish reinforced with 200gms/m2 non-woven polyester, torch applied, using DWI 4170.

Waterproofing Membrane to Parapet & skylights (Vertical surfaces)

One layer of 4mm thk APP modified membrane, sand finish reinforced with 200gms/m2 non-woven polyester, torch applied, using DWI 4170.

Waterproofing Membrane to Roof (Vertical surfaces)

One layer of 4mm thk APP modified membrane, sand finish reinforced with 200gms/m2 non-woven polyester, torch applied, using DWI 4170.

Waterproofing Membrane Bituthene 8000HC including screed protection to Roof

One layer of Bituthene 8000HC waterproofing membrane from Bitumat

50mm thk crush gravel mulch

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 0.00

075560 Gravel Mulch 1200 m2 7 8,400 3.00 3,600.00 1.50 1,800.00 1.00 1,200.00 6,600.00 0.05500% 396.00 66.00 7,062.00 15% 1,059.30 8,121.30

1,200.00 m2 3.00 3,600.00 1,200.00 M2 40.00 30.00 60.00 1.50 1,800.00 1,200.00 M2 1.00 1,200.00 6,600.00 0.05500% 396.00 66.00 7,062.00 15% 1,059.30 8,121.30

0.00 0.00

075600 Concrete Pavers to Roof 500 m2 36 18,000 19.80 9,900.00 8.00 4,000.00 1.25 625.00 14,525.00 0.12104% 871.49 145.25 15,541.74 15% 2,331.26 17,873.00

400 x 400 x 40mm thk 500.00 M2 12.10 6,050.00 500.00 m2 1.00 500.00 6,550.00 0.05458% 392.98 65.50 7,008.48 15% 1,051.27 8,059.75

Sand-cement grouting & mortar 25.00 M3 154.00 3,850.00 25.00 m3 5.00 125.00 3,975.00 0.03313% 238.54 39.76 4,253.30 15% 638.00 4,891.30

Mason 500.00 M2 20.00 25.00 100.00 5.00 2,500.00 2,500.00 0.02083% 149.98 25.00 2,674.98 15% 401.25 3,076.23

Labour 500.00 M2 20.00 25.00 60.00 3.00 1,500.00 1,500.00 0.01250% 90.00 15.00 1,605.00 15% 240.75 1,845.75

0.00 0.00

075650 Precast Terrazo Tiles to Roof m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

250 x 250 x 25mm thk 0.00 M2 16.80 0.00 0.00 m2 1.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-cement grouting & mortar 0.00 M3 165.00 0.00 0.00 m3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

30mm thick sand bedding 0.00 m2 2.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 21.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 21.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

075651 Precast Terrazo Tiles to Roof m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

300 x 300 x 30mm thk 0.00 M2 20.90 0.00 0.00 m2 1.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-cement grouting & mortar 0.00 M3 165.00 0.00 0.00 m3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 21.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 21.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

076 FLASHING AND SHEET METAL 0.00 0.00

761100 Sheet Metal Roofing 0.00 0.00

076200 Sheet Mtl Flash & Trim 0.00 0.00

076201 Aluminum Flashing with mastic sealant Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 LM 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

076210 Parapet Flashing Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using PF10 by Bitumat 0.00 Lm 10.00 0.00 0.00 Lm 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

077 0.00 0.00

077100 Prefab Roof Specialties 0.00 0.00

077101 Parking Shade m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 2,300.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Assistant Installer 0.00 m2 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

077200 Roof Accessories 0.00 0.00

077210 Waterproofing to Drain Opening nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

4mm thk APP modified membrane, 2-coats 0.00 nos. 35.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

077220 Fiberglass Reinforced (Cant Strip) Lm #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

077221 Aluminum Sheet Flashing Cop Lm #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 214.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

078 SKYLIGHTS 0.00 0.00

078100 Plastic Skylight 0.00 0.00

078200 Metal Framed Skylights 0.00 0.00

078400 Glass Block Skylights 0.00 0.00

078500 Pyramid Skylight No. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 No. 31,900.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

078510 Dome Skylight to roof No. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 No. 24,290.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079 JOINT SEALERS 0.00 0.00

079200 Sealant & Caulking 0.00 0.00

079300 Isolation Floor Joints, 10mm wide Item #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filler, 10mm wide Lm 0.00 LM 2.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sealants 0.00 LM 3.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thk gravel mulch, rounded surfaces

Aluminum flashing "Flashlite" to mechanically fix the upper end of vertical membrane with sealant.

ROOF SPECIALTIES AND ACCESSORIES

Shade for open air car parking at technical floor shall be shaded by the teflon textile cover mounted on aluminium truss. Assume to use single layer of Teflon

Sand-Cement Cant strip of 50x50 at all the perimeter

Aluminium sheet flashing coping with wooden coping blocks as per detail 11/A43.

Pyramid Sky light size 3800 x 3800 mm; at level + 9.65 including Aluminium Section cover, heat mirror HM55 glass; Aluminium Flashing; all complete as per detail 15/A43.

Dome on roof at level +69.70, dia. 2860 mm including aluminium section cover, heat mirror HM55 glass; aluminium flashing, all complete.

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0504/17/2023

52/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Mason 0.00 LM 25.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 25.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079301 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filler, 10mm wide 0.00 LM 2.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sealants 0.00 LM 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 25.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079302 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sealants, 3mm thick 0.00 LM 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079303 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filler, 10mm wide 0.00 LM 2.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sealants 0.00 LM 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079304 Lm #DIV/0! #DIV/0! #DIV/0! 2.00 #DIV/0! 0.00 2.00 0.00002% 0.14 0.02 2.16 15% 0.32 2.48

Joint Filler, 20mm wide 0.00 LM 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sealants 0.00 LM 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars, dia. 20mm x 500mm c/c 1.00 Nos. 2.00 2.00 2.00 0.00002% 0.14 0.02 2.16 15% 0.32 2.48

Labour 0.00 LM 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079400 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 LM 420.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Moisture Barrier 0.00 LM 1.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

079401 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 LM 366.45 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Moisture Barrier 0.00 LM 1.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

079402 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 LM 472.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mastic Sealant (Elastomer) & Elastic Filler 0.00 LM 18.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 11.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 11.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

079403 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 LM 168.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 LM 11.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 11.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

079404 Expansion Joints (special) Item #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Extruded Aluminum cover to ceiling LM 132.30 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Extruded Aluminum cover to walls LM 173.25 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Extruded Aluminum cover to floor LM 173.25 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 12.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 12.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079405 Construction Floor Joints (basic) Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sealants 0.00 LM 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079406 Expansion Floor Joints (basic) Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sealants & backing rod 0.00 LM 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars, dia. 16mm x 800mm long 0.00 Nrs. 1.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

Isolation Floor Joints, 10mm wide (Type 1)

Control/ Longitudinal Floor Joints, 3mm wide (Type 2)

Construction Floor Joints, 10mm wide (Type 3)

Expansion Floor Joints, 20mm wide (Type 4)

Expansion Joints to Floor / Floor @ internal areas (special)

Extruded Aluminum cover to floor, using Pawling Brand districbuted by Hashim corp.Using TF series, style TFT, 4cm joint width.

Expansion Joints to Floor / Floor @ internal areas (special)

Extruded Aluminum cover to floor, using TFR F/F 1" joint widht

Heavy Duty Expansion Joints to Floor / Floor @ external areas (special)

Extruded Aluminum expansion joints to floor, 4cm joint width, using Pawling Brand districbuted by Hashim corp.

Expansion Joints to Floor / Floor @ internal areas (special)

Extruded Aluminum expansion joints to floor, model GFT-100 x 1", 3.125cm joint width, using Pawling Brand districbuted by Hashim corp.

Page 53: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0504/17/2023

53/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

079407 Expansion Joints (basic) Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sealants & backing rod 0.00 Lm 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filler Boards 0.00 Lm 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 23.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 23.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

079408 Expansion Wall Joints (special) Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 LM 58.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sealants & backing rod 0.00 Lm 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Filler Boards 0.00 Lm 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 15.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

079450 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 LM 367.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 LM 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079500 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 LM 131.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079501 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 LM 399.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079502 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 LM 315.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079503 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 LM 399.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079504 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m 5.00 0.00

Mason 0.00 LM 50.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079520 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mastic sealant wall to parapet externally.

0.00 LM 399.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079522 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 LM 315.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Extruded Aluminum cover to wall, using Dinac ref # 120309

Expansion Joints to Floor / Wall @ internal areas (special)

Extruded Aluminum floor to wall cover, 1 1/8" joint width extruded flexible gasket. Using GFTW-100 x 2" model, USA made, CSI brand. (CHBIB trading agent)

Expansion Joints to Wall / Wall @ internal areas (special)

Extruded Aluminum cover to ceiling, 4cm joint width.

Expansion Joints to Wall / Wall @ internal corner areas (special)

Mastic sealant wall to wall at corner internally as per detail 15/A42.

Extruded Aluminum cover to ceiling, 4cm joint width.

Expansion Joints to Wall / Wall @ external areas (special)

Mastic sealant wall to wall externally as per detail 17/A42.

Extruded Aluminum cover to ceiling, 4cm joint width.

Expansion Joints to Wall / Wall @ external corner areas (special)

Mastic sealant wall to wall at corner externally.

Extruded Aluminum cover to ceiling, 4cm joint width.

Wall joints, using Polysulphide two components sealant

Polysulphide sealant wall to wall at internal.

Expansion Joints to Wall / Parapet @ external corner areas (special)

Extruded Aluminum cover to ceiling, 4cm joint width.

Expansion Joints to Parapet / Parapet @ roof areas (special)

Mastic sealant parapet to parapet externally at roof as per detail 19/A42.

Extruded Aluminum cover to ceiling, 4cm joint width.

Page 54: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0504/17/2023

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

079525 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mastic sealant ceiling to wall internally.

0.00 LM 409.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079550 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 LM 132.30 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079570 Expansion Joints to Roof (special) Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 LM 409.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 LM 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079600 Water Stop, 200mm wide m #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

PVC Water Stop, 200mm wide 0.00 LM 32.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079605 Water Stop, 230mm wide m #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

PVC Water Stop, 230mm wide 0.00 LM 37.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 LM 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079700 Filler to expansion joints m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

4cm thick Filler 0.00 m2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 m2 60.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 m2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079800 Corner Guards, 1000mm high nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 49.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 nos. 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079801 Stainless Steel Corner Guard nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 330.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 nos. 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079802 Stainless Steel Wall Guard Protection Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 nos. 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079803 Corner Guards, 1000mm high Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using CG20-8 Corner Guard 0.00 Lm 34.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 nos. 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

079810 Wall Guard including bumper cushion. Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 300.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 nos. 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

08 DOORS AND WINDOWS 0.00 0.00

081 Metal Doors And Frames 0.00 0.00

081100 Steel Doors & Frames 0.00 0.00

081101 Steel Frames & wooden panel nos. #DIV/0! #DIV/0! #REF! #REF! #REF! #REF! #REF! 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 1500 x 2200mm high, type D4 0.00 0.00

Wooden Panel, solid core type 0.00 NOS. 1,504.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steel Door Frame 0.00 NOS. 416.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NOS 250.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

081102 Steel frame & hollow metal panel nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 1500 x 2200mm high, type D4a 0.00 0.00

Steel Door Panel & Frame 0.00 NO. 2,387.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NO 250.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

081103 Steel frame & hollow metal panel nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 1000 x 2200mm high, type D10A 0.00 0.00

Expansion Joints to Ceiling / Wall @ internal areas (special)

Extruded Aluminum cover to ceiling, 4cm joint width.

Expansion Joints to Ceiling/Ceiling @ internal areas (special)

Extruded Aluminum cover to ceiling, 4cm joint width.

Extruded Aluminum cover to Roof, using TRC Roof/Roof x 1" joint. By Pawling Corp.

68 x 68 x 16mm thick heavy duty PVC corner Guard

Stainless Steel Corner Guards, size:50 x 50 x 2000m high

Stainless Steel Channel Wall Guard protection, size: 50mm wide x 40mm thick

Using WG-8 wall guard, USA made by Pawling Corp.

Page 55: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0504/17/2023

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Hollow Steel Door Leaf & Frame 0.00 NO. 1,266.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NO 150.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0811031 Steel frame & hollow metal panel nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 1000 x 2200mm high, type D10B 0.00 0.00

Hollow Steel Door Leaf & Frame 0.00 NO. 1,745.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NO 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0811032 Steel frame & hollow metal panel nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 800 x 2200mm high, type D10E 0.00 0.00

Hollow Steel Door Leaf & Frame 0.00 NO. 1,095.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NO 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

081104 Steel Frames & wooden panel nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 1500 x 2200mm high, type D6 0.00 0.00

Wooden Panel, solid core type 0.00 NOS. 1,235.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steel Door Frame 0.00 NOS. 412.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NO 200.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

081105 Steel Frames & wooden panel nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 1000 x 2200mm high, type D10C 0.00 0.00

Wooden Panel, solid core type 0.00 NOS. 572.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steel Door Frame 0.00 NOS. 337.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 nos. 150.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0811051 Steel Frames & wooden panel nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 1000 x 2200mm high, type D10D 0.00 0.00

Wooden Panel, solid core type 0.00 NOS. 594.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steel Door Frame 0.00 NOS. 337.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 nos. 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

081106 Steel Frames & wooden panel Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

D2; 1500 x 2500 0.00 0.00

Wooden Panel, solid core type 0.00 Nr. 1,217.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steel Door Frame 0.00 Nr. 755.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 Nr. 200.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

081200 Alum. Doors & Frames 0.00 0.00

082 WOOD AND PLASTIC DOORS 0.00 0.00

082050 Wood & Plastic Doors 0.00 0.00

082051 Wooden Folding Doors, type D7 nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 1500 x 2200mm high 0.00 NOS. 8,583.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NOS. 300.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0820511 Wooden Folding Doors, type D7A Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

D7A; 2400 x 2500 0.00 Nr. 16,365.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 Nr. 500.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0820512 Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

FD; 41,500 x 4,550mm high 0.00 Nr. 235,385.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steel Bracket railings set 24,900.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Heavy Duty Hinges set 1,120.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Fixed Handles set 400.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rim Lock Cylinder set 1,300.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 set 5,000.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

082052 Wooden Flush Door, type D11 nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 900 x 2200mm high, soild core 0.00 0.00 0.00

wooden leaf & frame, using SIDCO 0.00 0.00 0.00

Brand. Hardwares priced separately. 0.00 NOS. 1,195.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter / Installer 0.00 NOS 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

082053 Wooden Flush Door, type D12 nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 900 x 2200mm high, soild core 0.00 0.00 0.00

wooden leaf & frame, using SIDCO 0.00 0.00 0.00

Brand. Hardwares priced separately. 0.00 NOS. 1,292.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter / Installer 0.00 NOS 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0820531 Wooden Flush Door, type D12A nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 800 x 2200mm high, soild core 0.00 0.00 0.00

wooden leaf & frame, using SIDCO 0.00 0.00 0.00

Brand. Hardwares priced separately. 0.00 NOS. 1,165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter / Installer 0.00 NOS 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Wooden Flush Door, type D12B nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 900 x 2200mm high, soild core 0.00 0.00

Steel Bracket railings included in Hardwares

Steel Bracket railings included in Hardwares

Wooden Folding Doors @ Prayer Hall, Main Mosque

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

wooden leaf & frame, using SIDCO 0.00 0.00

Brand. Hardwares priced separately. 0.00 NOS. 1,195.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter / Installer 0.00 NOS 150.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0820533 Wooden Flush Door, type D13 nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 800 x 2200mm high, soild core 0.00 0.00 0.00

wooden leaf & frame, using SIDCO 0.00 0.00 0.00

Brand. Hardwares priced separately. 0.00 NOS. 1,165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter / Installer 0.00 NOS 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

082054 Wooden Flush Door, type D1 nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

wooden leaf & frame, using SIDCO 0.00 0.00 0.00

Brand. Hardwares priced separately. 0.00 NOS. 28,070.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter / Installer 0.00 NOS 1,500.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

082055 Wooden Flush Door, type D1A nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

wooden leaf & frame, using SIDCO 0.00 0.00 0.00

Brand. Hardwares priced separately. 0.00 NOS. 22,082.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter / Installer 0.00 NOS 1,200.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

082056 Wooden Flush Door, type D1B nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

wooden leaf & frame, using SIDCO 0.00 0.00 0.00

Brand. Hardwares priced separately. 0.00 NOS. 9,743.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter / Installer 0.00 NOS 500.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

082057 Wooden Flush Door, type D5 Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

wooden leaf & frame, using SIDCO 0.00 0.00 0.00

Brand. Hardwares priced separately. 0.00 Nr. 2,137.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter / Installer 0.00 Nr. 250.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

082058 Wooden Flush Door, type D9 Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

wooden leaf & frame, using SIDCO 0.00 0.00 0.00

Brand. Hardwares priced separately. 0.00 Nr. 1,376.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter / Installer 0.00 Nr. 200.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

082059 Wooden Flush Door, type D10 Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

wooden leaf & frame, using SIDCO 0.00 0.00 0.00

Brand. Hardwares priced separately. 0.00 Nr. 1,226.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter / Installer 0.00 Nr. 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

083 SPECIAL DOORS 0.00 0.00

083050 Access Doors 0.00 0.00

083100 Sliding Doors 0.00 0.00

83150 Security Doors 0.00 0.00

083200 Metal-clad Doors 0.00 0.00

083250 Cold Storage Doors 0.00 0.00

083300 Coiling Doors 0.00 0.00

083400 Coiling Grilles 0.00 0.00

083550 Flexible Doors 0.00 0.00

083600 Sectional overhead Doors 0.00 0.00

083601 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 12,745.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

083650 Multileaf Vart Lift Doors 0.00 0.00

083700 Hanger Doors 0.00 0.00

083720 Special Purpose Doors 0.00 0.00

083750 Swing Doors 0.00 0.00

083800 Sound Retardant Doors 0.00 0.00

083900 Screen & Storm Doors 0.00 0.00

084 ENTRANCES AND STOREFRONTS 0.00 0.00

084100 Aluminum 0.00 0.00

084101 Aluminum External Doors nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 1500 x 2200mm high, type D2a 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer Incld 0.00 0.00

0.00 0.00

084102 Aluminum External Doors nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 6000 x 3750mm high, decorative wooden slat

size: 6000 x 2700mm high, decorative wooden slat

size: 2100 x 3750mm high, decorative wooden slat

Size D5; 1700 x 2500, solid core flush laminated

Size D5; 1200 x 2500, solid core flush laminated

Size D10; 1000 x 2200, solid core flush laminated

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Supply install and test overhead sectional door electrically operated type 53 overall size 5700 x 2900 mm high, complete with all related equipment, controls, fittings and accessories and aluminium curtain all as directed by the Engineer.

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 no. 18,180.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

084200 Aluminum Internal Doors nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 no. 3,740.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

084210 Aluminum Internal Doors nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 no. 1,197.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

084215 Aluminum Sandwich Panel m2 #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 m2 1,150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

084216 Aluminum Sandwich Panel m #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 m 300.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

084300 Stainless Steel 0.00 0.00

084600 Automatic Doors 0.00 0.00

084700 Revolving Doors 0.00 0.00

085 METAL WINDOWS 0.00 0.00

085100 Steel Windows 0.00 0.00

085200 Aluminum Windows 0.00 0.00

085201 Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

size: 2250 x 5200mm high, type W1 0.00 nos. 7,020.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085202 Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: W1A - 900 x 2250 0.00 nos. 1,215.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: W1B - 900 x 5200 0.00 nos. 2,808.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085204 Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: W2 - 6000 x 3550 0.00 nos. 17,787.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085205 Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

W3 - 1500 x 5200 0.00 nos. 4,664.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085206 Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

W3A - 1500 x 2250 0.00 nos. 2,025.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085207 Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

W3B - 2400 x 5250 0.00 nos. 7,560.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085208 Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

W3C - 2400 x 2250 0.00 nos. 3,240.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085209 Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

W4 - 1200 x 1200 0.00 nos. 864.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085210 Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

W5 - 600 x 600 0.00 nos. 584.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

W10B - 10800 x 900 0.00 nos. 5,832.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085211 Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

W10A - 800 X 600 0.00 nos. 520.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085212 Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

W10A - 800 X 2200 0.00 nos. 845.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085213 Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 850.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Double swing glass door on aluminum frame, size: 2000 x 2200mm high with insulation, weather strips & threshold. Assume to be electrically operated by photo eye cell

Double swing glass door on aluminum frame, size: 2000 x 2200mm high with insulation

Single swing Aluminum panel & frame, size: 700 x 1500mm high with complete hardwares

Aluminium sandwich panels color "off white" composed of the following, externally powder coated aluminium sheet middle 50 mm thermal insulation (rock wool) internally anodized aluminium (sandwich panels) type (b).

Aluminium section white color 100 mm thick and 300 mm wide type (i).

Double Glazed Anodized window, size: 1000 x 1200mm high

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

085214 Aluminum Windows nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 550.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085215 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 5,940.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085216 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 2,950.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085217 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,683.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085218 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 792.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085219 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 3,289.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085220 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 10,742.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085221 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 13,032.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085222 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 800.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085223 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Type 12, overall size 500 x 500 mm high, ditto. 0.00 nos. 400.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085224 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 6,519.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085225 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 57,915.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085226 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 19,083.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085227 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 14,162.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085228 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 5,834.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085229 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 3,366.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085230 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Double Glazed Anodized window, size: 1000 x 500mm high

Polyester Powder Coated Aluminum Windows

Type 1, overall size 3600 x 2200 mm high, with 8mm thick safety clear glass (n).

Polyester Powder Coated Aluminum Windows

Type 6, comprised of two parts 1st part 2000 x 1200 mm high, 2nd part 1000 x 2200 mm high, ditto.

Polyester Powder Coated Aluminum Windows

Type 9, overall size 900 x 2200 mm high, ditto.

Polyester Powder Coated Aluminum Windows

Type 10, overall size 1200 x 1200 mm high, ditto.

Polyester Powder Coated Aluminum Windows

Type 27, overall size 1500 x 2150 mm high, ditto.

Polyester Powder Coated Aluminum Windows

Type 45, overall size 5050 x 2900 mm high, ditto.

Polyester Powder Coated Aluminum Windows

Type 46, overall size 6600 x 2900 mm high, ditto.

Polyester Powder Coated Aluminum Windows

Type 2, overall size 1200 x 800 mm high, with single skin aluminium sheet (L).

Polyester Powder Coated Aluminum Windows

Polyester Powder Coated Aluminum Windows

Type 47, overall size 3100 x 3000 mm high, ditto.

Polyester Powder Coated Aluminum Windows

Type 3, overall size 9000 x 8250 mm high, with PPG commercial monolithic glass 12 mm clear glass including doors complete with stainless steel fixing accessories, fitting and all necessary fixing accessories and hardware including 2 doors type (e).

Polyester Powder Coated Aluminum Windows

Type 4, overall size 6990 x 3500 mm high, including 2 doors ditto.

Polyester Powder Coated Aluminum Windows

Type 5, comprised of three parts 1st part size 2700 x 2850 mm high, 2nd part size 2700x 3500 mm high, 3rd part size 2200 x 3500 mm high, including door ditto.

Polyester Powder Coated Aluminum Windows

Type 15, overall size 3400 x 2200 mm high, including door ditto.

Polyester Powder Coated Aluminum Windows

Type 16, overall size 1500 x 2200 mm high, including door ditto.

Polyester Powder Coated Aluminum Windows

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 nos. 700.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085231 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 7,862.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085232 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 4,686.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085233 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 15,937.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085234 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,205.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085235 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 971.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085236 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 900.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085237 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085238 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,081.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085239 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,070.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085240 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,702.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085241 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 12,736.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085242 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 3,184.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085243 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 8,580.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Type 35, overall size 600 x 1200 mm high, ditto.

Polyester Powder Coated Aluminum Windows

Type 44, overall size 1200 x 8400 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 7, overall size 600 x 7100 mm high, with Heat Mirror HM55 Glass Composed of the Following (as per Zamil), (8mm) PPG Blue-Green Solar cool either heat strengthened or fully tempered externally and 12 mm air space complete with heat mirror HM55 and in

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 13, overall size 6990 x 2400 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 14, overall size 500 x 2400 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 19, overall size 1300 x 500 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 20, overall size 1100 x 500 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 21, overall size 2000 x 500 mm high, with Heat Mirror HM55 Glass Composed of the Following (as per Zamil), (8mm) PPG Blue-Green Solar cool either heat strengthened or fully tempered externally and 12 mm air space complete with heat mirror HM55 and in

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 22, overall size 600 x 1850 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 23, overall size 500 x 2100 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 24, overall size 1300 x 1300 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 25, overall size 4000 x 3200 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 26, overall size 1000 x 3200 mm high,ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 29, overall size 1300 x 6000 mm high, ditto.

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

085244 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 6,600.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085245 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Type 48, overall size 600 x 600 mm high, ditto. 0.00 nos. 550.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085246 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 2,211.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085247 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 2,925.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085248 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 3,250.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085249 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Type 36, overall size 450 x 900 mm high, ditto. 0.00 nos. 464.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085250 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Type 37, overall size 900 x 500 mm high, ditto. 0.00 nos. 466.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085251 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Type 38, overall size 900 x 500 mm high, ditto. 0.00 nos. 465.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085252 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 500.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085253 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 780.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085254 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 944.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085255 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,600.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085256 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Type 43, overall size 750 x 500 mm high, ditto. 0.00 nos. 411.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085257 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 500.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085258 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,600.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 30, overall size 1000 x 6000 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 55, overall size 600 x 3350 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 8, overall size 1500 x 2500 mm high, with sand trap aluminium louvers (K) .

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 11, overall size 2000 x 2500 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 39, overall size 400 x 1200 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 40, overall size 800 x 1950 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 41, overall size 2360 x 800 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 42, overall size 4000 x 800 mm high, with sand trap aluminium louvers (K) .

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 52, overall size 600 x 1200 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 31, overall size 1000 x 2000 mm high, double skin aluminium sheet with 40 mm thick insulation infill (j).

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 0.00

085259 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 2,810.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085260 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,600.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085261 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,840.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085262 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,506.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085263 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,506.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085264 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,462.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085265 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 888.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085266 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 650.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085267 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,260.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085268 nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 nos. 1,690.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

085500 Metal Jalousie Windows 0.00 0.00

085600 Metal Storm Windows 0.00 0.00

085700 Screen 0.00 0.00

086 WOOD AND PLASTIC WINDOWS 0.00 0.00

086100 Wood Windows 0.00 0.00

087 HARDWARE 0.00 0.00

087100 Finish Hardware 0.00 0.00

087101 Finish Door Hardwares nos. #DIV/0! #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Complete Set, type H1 0.00 NOS. 1,337.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Keying Charge 0.00 NOS. 56.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NOS. 50.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0871011 Finish Door Hardwares nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Complete Set, type H1 0.00 NOS. 3,233.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Keying Charge 0.00 NOS. 56.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NOS. 50.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

087102 Finish Door Hardwares nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Complete Set, type H2 0.00 NOS. 1,680.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Keying Charge 0.00 NOS. 56.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NOS. 50.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

087103 Finish Door Hardwares nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Complete Set, type H3 0.00 NOS. 1,346.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Keying Charge 0.00 NOS. 56.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NOS. 75.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 32, overall size 1500 x 2000 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 33, overall size 1000 x 2000 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 34, overall size 1150 x 2000 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 17, overall size 1000 x 2200 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 18, overall size 1000 x 2200 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 28, overall size 800 x 2150 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 49, overall size 1000 x 1200 mm high, 6 mm thick wired clear glass aluminium frame (m).

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 50, overall size 600 x 1200 mm high, ornamented translucent glass (o).

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 51, overall size 1500 x 2100 mm high, ditto.

Polyester Powder Coated Aluminum Windows with Heat mirror HM55 Glass

Type 54, overall size 1300 x 2000 mm high, pressurised aluminium louvers.

Page 62: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 0.00

087104 Finish Door Hardwares nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Complete Set, type H4 0.00 NOS. 705.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Keying Charge 0.00 NOS. 56.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NOS. 75.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

087105 Finish Door Hardwares nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Complete Set, type H5 0.00 NOS. 581.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Keying Charge 0.00 NOS. 56.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NOS. 50.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

087106 Finish Door Hardwares nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Complete Set, type H6 0.00 NOS. 906.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Keying Charge 0.00 NOS. 56.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NOS. 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

087107 Finish Door Hardwares nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Complete Set, type H7 0.00 NOS. 700.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Keying Charge 0.00 NOS. 56.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NOS. 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

087108 Finish Door Hardwares nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Complete Set, type H8 0.00 NOS. 381.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Keying Charge 0.00 NOS. 56.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NOS. 50.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

087109 Finish Door Hardwares nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Complete Set, type H9 0.00 NOS. 619.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Keying Charge 0.00 NOS. 56.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NOS. 50.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

087110 Finish Door Hardwares nos. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Complete Set, type H10 0.00 NOS. 419.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Keying Charge 0.00 NOS. 56.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 NOS. 50.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

087200 Operators 0.00 0.00

087300 Weather-stripping / Seals 0.00 0.00

087500 Doors / Windows Access. 0.00 0.00

088 Glazing 0.00 0.00

088100 Glass 0.00 0.00

088101 Mirror Glass Nr. #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Tempered mirror glass, 6mm thick 0.00 0.00

with beveled edge clear, wall mounted 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 1400 x 1050mm 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 Nr. 210.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

088102 Mirror Glass Nr. #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Tempered mirror glass, 6mm thick 0.00 0.00

with beveled edge clear, wall mounted 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 1500 x 1050mm 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 Nr. 270.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

088400 Plastic Glazing 0.00 0.00

089 Glazed Curtain Wall 0.00 0.00

089200 Glazed Curtain Wall 0.00 0.00

089201 m2 #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 1,150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

089202 m2 #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 1,200.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

089203 m2 #DIV/0! #DIV/0! 0.00 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 575.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Supply and Install Complete Curtain Wall System with all Related Works.

Heat Mirror HM55 Glass Composed of the Following (as per Zamil), (8mm) PPG Blue-Green Solar cool either heat strengthened or fully tempered externally and 12 mm air space complete with heat mirror HM55 and internal glass 6 mm clear float fully tempered th

Supply and Install Complete Curtain Wall System with all Related Works.

Spandrel panels consisting of (8 mm) PPG Blue-Green high performance glass panels externally and minimum 50 mm air cavity and 1 mm thick aluminium sheet black color and minimum 50 mm thick rigid rock wool insulation tapped joints with aluminium foil vapor

Supply and Install Complete Curtain Wall System with all Related Works.

PPG commercial monolithic glass 12 mm clear glass including doors complete with stainless steel fixing accessories all necessary fixing accessories and hardware type (e)

Page 63: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0604/17/2023

63/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

09 FINISHES 0.00 0.00

091 Metal Support System 0.00 0.00

091300 Suspension Systems 0.00 0.00

091301 Aluminum strips ceiling m2 #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 85mm wide x 15mm depth, 0.00 0.00

with Galvanized supports 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

white colour 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 90.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

091302 Aluminum strips ceiling m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 44.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Assistant Installer 0.00 m2 8.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092 Lath , Plaster And Gypsum Board 0.00 0.00

092050 Furring & lathing 0.00 0.00

092100 Gypsum Plaster 0.00 0.00

092150 Veneer Plaster 0.00 0.00

092300 Aggregate Coating 0.00 0.00

092400 Sand Cement Plaster 0.00 0.00

092401 Sand-Cement Plaster to walls m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092402 729 m2 21 15,309 6.62 4,822.34 10.42 7,597.20 12,419.54 0.10350% 745.20 124.20 13,288.94 15% 1,993.34 15,282.28

Sand-Cement Mortar 14.58 M3 207.00 3,018.06 3,018.06 0.02515% 181.08 30.18 3,229.32 15% 484.40 3,713.72

Corner Galvanized mesh 109.35 M2 16.50 1,804.28 1,804.28 0.01504% 108.29 18.05 1,930.62 15% 289.59 2,220.21

Grooves, size: 20 x 20mm 729.00 m2 2.00 1,458.00 729.00 m2 50.00 14.58 100.00 2.00 1,458.00 2,916.00 0.02430% 174.96 29.16 3,120.12 15% 468.02 3,588.14

Mason 729 M2 19.00 38.37 100.00 5.26 3,837.00 3,837.00 0.03198% 230.26 38.38 4,105.64 15% 615.85 4,721.49

Labour 729 M2 19.00 38.37 60.00 3.16 2,302.20 2,302.20 0.01919% 138.17 23.03 2,463.40 15% 369.51 2,832.91

0.00 0.00

092403 135 m2 20 2,700 6.62 893.03 9.41 1,270.40 2,163.43 0.01803% 129.82 21.64 2,314.89 15% 347.23 2,662.12

Sand-Cement Mortar 2.70 M3 207.00 558.90 558.90 0.00466% 33.55 5.59 598.04 15% 89.71 687.75

Corner Galvanized mesh 20.25 M2 16.50 334.13 334.13 0.00278% 20.02 3.34 357.49 15% 53.62 411.11

Mason 135 M2 17.00 7.94 100.00 5.88 794.00 794.00 0.00662% 47.66 7.94 849.60 15% 127.44 977.04

Labour 135 M2 17.00 7.94 60.00 3.53 476.40 476.40 0.00397% 28.58 4.76 509.74 15% 76.46 586.20

0.00 0.00

092404 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 207.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0 M2 17.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0 M2 17.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092405 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092406 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0 M2 19.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0 M2 19.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092407 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0 M2 19.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0 M2 19.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092408 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 207.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 100mm wide x 15mm depth, with galvanized supports, white colour

Sand-Cement Plaster to internal walls & Columns (Ready to received painting works)

Sand-Cement Plaster to internal walls & Columns (Ready to received painting works)

Sand-Cement Plaster to external walls (Ready to received painting works)

Sand-Cement Plaster to internal walls & Columns (Ready to received Tiling works)

Sand-Cement Plaster to Lifts (Ready to received painting works)

Sand-Cement Plaster to Shafts (Ready to received painting works)

Sand-Cement Plaster to internal Ceilings & staircase (Ready to received painting works)

Page 64: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0604/17/2023

64/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Mason 0 M2 17.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0 M2 17.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092409 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0 M2 16.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0 M2 16.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092415 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0 M2 17.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0 M2 17.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092450 Sand-Cement Plaster & Paint m2 #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Walls 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 9.43 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Plastering work 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092451 Sand-Cement Plaster & Paint m2 #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Walls 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Plastic Paint 0.00 Liters 12.08 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Plastering work 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092452 Sand-Cement Plaster & Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Walls & Columns 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Acrylic Paint 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Plastering work 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092460 Sand-Cement Plaster & Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Walls 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Acrylic Paint, using sigmacryl 0.00 Liters 9.43 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Plastering work 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092462 Sand-Cement Plaster & Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Walls 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Textured Paint 0.00 Liters 11.40 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Plastering work 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092465 Sand-Cement Plaster & Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Plaster to external Ceilings (Ready to received painting works)

Sand-Cement Plaster to Soffit of staircase & landing (Ready to received painting works)

2-Coats of Acrylic (plastic) Paint, using sigmacrylic

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

To External Soffits 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Acrylic Paint, using sigmacryl 0.00 Liters 9.43 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Plastering work 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092470 Sand-Cement Plaster & Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Ceiling 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Acrylic Paint, using sigmacryl 0.00 Liters 9.43 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Plastering work 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092500 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Wall 0.00 0.00

Sand-Cement Mortar 0.00 M3 287.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Corner Galvanized mesh 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Acrylic Paint, using sigmacryl 0.00 Liters 9.43 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason for blasting work 0.00 M2 14.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for blasting work 0.00 M2 14.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092600 Gypsum Board Systems 0.00 0.00

092601 Gypsum Board Suspended Ceiling 956 m2 98 93,688 60.50 57,838.00 19.21 18,363.20 0.00 0.00 76,201.20 0.63501% 4,572.07 762.01 81,535.28 15% 12,230.29 93,765.57

956.00 m2 60.50 57,838.00 57,838.00 0.48198% 3,470.26 578.38 61,886.64 15% 9,283.00 71,169.64

Installer 956.00 m2 8.33 114.77 100.00 12.01 11,477.00 11,477.00 0.09564% 688.61 114.77 12,280.38 15% 1,842.06 14,122.44

Assistant Installer 956.00 m2 8.33 114.77 60.00 7.20 6,886.20 6,886.20 0.05739% 413.21 68.87 7,368.28 15% 1,105.24 8,473.52

0.00 0.00

092601 Gypsum Board Suspended Ceiling m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 80.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Acrylic Paint 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092602 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 135.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Enamel Paint (Matt Fin.) 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092603 Gypsum Board Ceiling m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 55.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Assistant Installer 0.00 m2 8.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Enamel Paint (Matt Fin.) 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092604 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 47.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

19mm thick Gypsum Strips 0.00 Lm 75.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand Blasted concrete wall & Paint finish to match the precast panel

12.5mm thick on galvanized supports & hangers and ready to received paint finish.

12.5mm thick on galvanized supports & hangers and ready to received paint finish.

Double layer of 13mm thick Gypsum Board Suspended Ceiling

Double layers of 13mm thick Gypsum board on galvanized supports with Vermiculite fillet. Ready to received paint finish.

13mm thick Gypsum board on galvanized supports. Ready to received paint finish.

Gypsum Board Ceiling with strip & painted finished.

19mm thick Gypsum board on galvanized supports. Ready to received paint finish.

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Installer 0.00 m2 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Assistant Installer 0.00 m2 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Enamel Paint (Matt Fin.) 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092605 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 75.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Flat Enamel Paint, white colour 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092610 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 160.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Enamel Paint (Matt Fin.) 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092620 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 120.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Enamel Paint (Matt Fin.) 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092625 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 140.00 0.00 0.00 m2 2.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Enamel Paint (Matt Fin.) 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092626 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Enamel Paint (Matt Fin.) 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092690 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 55.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 90.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Enamel Paint (Matt Fin.) 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Gypsum Board Suspended Ceiling Tiles complete with suspension system.

600 x 600 x 19mm thick on galvanized supports and hangers. Ready to received paint finish.

Gypsum Board Suspended Ceiling (Steps type)

13mm thick Gypsum Board on metal lath as shown on detail 8 / A43. To include Gypsum mould as cornice and ready to rec'd. painting works

Decirative Gypsum Board Suspended Ceiling

600 x 600 x 15mm thick Decorative Gypsum Board false ceiling tiles, complete with hanger and supports. Ready to recd paint finish.

Decorative Gypsum Board Suspended Ceiling including Cornice / decorative moulding & painted finish.

600 x 600 x 15mm thick Decorative Gypsum Board false ceiling tiles, complete with hanger and supports. Ready to recd paint finish.

Decorative Gypsum Board Suspended Ceiling including Cornice to main entrances

600 x 600 x 15mm thick Decorative Gypsum Board false ceiling tiles, complete with hanger and supports. Ready to recd paint finish.

Combined Acoustic mineral tiles & Gypsum Board Suspended Ceiling to C9 areas.

600 x 600 x 15mm thick mineral acoustice false ceiling tiles, complete with hanger and supports. Using Cortega type, tegular edge by Armstrong brand.

13mm thick Gypsum Board False Ceiling, complete with hanger and supports.

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

092691 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 120.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 90.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Flat Enamel Paint, white colour 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092692 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 110.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 90.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Flat Enamel Paint, white colour 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092694 Acoustical Partition 1755 m2 145 254,475 88.00 154,440.00 30.02 52,683.20 0.00 0.00 207,123.20 1.72603% 12,427.42 2,071.24 221,621.86 15% 33,243.28 254,865.14

Acoustical wall partition with sound proof 1,755.00 m2 88.00 154,440.00 154,440.00 1.28700% 9,266.40 1,544.40 165,250.80 15% 24,787.62 190,038.42

Installer 1,755.00 m2 5.33 329.27 100.00 18.76 32,927.00 32,927.00 0.27439% 1,975.61 329.27 35,231.88 15% 5,284.78 40,516.66

Assistant Installer 1,755.00 m2 5.33 329.27 60.00 11.26 19,756.20 19,756.20 0.16464% 1,185.41 197.57 21,139.18 15% 3,170.88 24,310.06

092695 Gypsum Board Partition to offices m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 90.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 11.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 11.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092696 Gypsum Board Partition to offices m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 90.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 11.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 11.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092697 Gypsum Board Partition to Toilets m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 50.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Gypsum Installer 0.00 M2 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 11.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Melamine Paint 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092698 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 110.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Gypsum block Installer 0.00 M2 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Combined Gypsum Board Suspended Ceiling Tiles and Gypsum Board False Peiling Panel, complete with suspension system. To include Flat Enamel paint finish.

600 x 600 x 13mm thick Gypsum Board false ceiling tiles on galvanized supports and hangers. Ready to received paint finish.

13mm thick Gypsum Board False Ceiling, complete with hanger and supports. Ready to recd paint finish

Combined Lightweight Gypsum Board Suspended Ceiling tiles and Gypsum board panel, complete with suspension system. To include Flat Enamel paint finish.

600 x 600 x 13mm thick lightweight Gypsum board suspended ceiling tiles on galvanized supports and hangers. Ready to received paint finish.

13mm thick lightweight Gypsum Board False Ceiling, complete with hanger and supports. Ready to recd paint finish

Gypsum board partition in offices complete with frame, doors, paint with all related works and finishes.

2-Coats of Flat Enamel / Semi-gloss Paint, white colour

Gypsum board partition in offices complete with frame, doors, paint with all related works and finishes.

2-Coats of Flat Enamel / Semi-gloss Paint, white colour

Gypsum board partition to toilets complete with melamine paint finish. Using 1-layer of water proof resistance gypsum panel on each side.

Insulated Gypsum Board Wall Panel (Moisture Resistance)

100mm thick gypsum board (moisture resistance) partition and ready to received paint / wall covering finish.

Page 68: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0604/17/2023

68/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 0.00

092700 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar with bonding agent 0.00 M3 212.75 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092710 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar with bonding agent 0.00 M3 212.75 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

092800 Drywall Accessories 0.00 0.00

092801 Gypsum moulding Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Gypsum mouldings fixed on metal 19,756.20 0.16464% 1,185.41 197.57 21,139.18 15% 3,170.88 24,310.06

lath as shown on detail sect 2 / Dwg 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

#QA-305 with approved colour 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 Lm 35.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093 Tile 0.00 0.00

09300 Quarry Tile 0.00 0.00

09310 Ceramic Tile 0.00 0.00

093100 Unglazed Ceramics Floor Tiles 2522 m2 162 408,564 115.39 291,008.19 16.00 40,352.00 0.00 0.00 331,360.19 2.76133% 19,881.58 3,313.60 354,555.37 15% 53,183.31 407,738.68

Size: 150 x 150 x 9mm thk, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Material Price. SR.100/m2 2,522.00 M2 105.00 264,810.00 264,810.00 2.20675% 15,888.60 2,648.10 283,346.70 15% 42,502.01 325,848.71

MORTAR; using sand-cement, mixed 1:4 75.66 M3 198.00 14,980.68 14,980.68 0.12484% 898.85 149.81 16,029.34 15% 2,404.40 18,433.74

1,888.47 KGS 5.94 11,217.51 11,217.51 0.09348% 673.06 112.18 12,002.75 15% 1,800.41 13,803.16

Mason for tiling 2,522.00 M2 10.00 252.20 100.00 10.00 25,220.00 25,220.00 0.21017% 1,513.22 252.20 26,985.42 15% 4,047.81 31,033.23

Labourer for tiling 2,522.00 M2 10.00 252.20 60.00 6.00 15,132.00 15,132.00 0.12610% 907.92 151.32 16,191.24 15% 2,428.69 18,619.93

50mm thick Concrete Screed separate item 126.10 M3 148.50 separate item 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason for screeding 2,522.00 M2 30.00 84.07 100.00 0.00 separate item 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for screeding 2,522.00 M2 30.00 84.07 60.00 0.00 separate item 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093101 Unglazed Ceramics Floor Tiles 272 m2 164 44,608 112.31 30,549.08 21.34 5,803.20 0.00 0.00 36,352.28 0.30294% 2,181.17 363.53 38,896.98 15% 5,834.55 44,731.53

Size: 150 x 150 x 9mm thk, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Material Price. SR.90/m2 272.00 M2 94.50 25,704.00 25,704.00 0.21420% 1,542.24 257.04 27,503.28 15% 4,125.49 31,628.77

MORTAR; using sand-cement, mixed 1:4 8.16 M3 198.00 1,615.68 1,615.68 0.01346% 96.91 16.15 1,728.74 15% 259.31 1,988.05

203.67 KGS 5.94 1,209.80 1,209.80 0.01008% 72.58 12.10 1,294.48 15% 194.17 1,488.65

Mason for tiling 272.00 M2 10.00 27.20 100.00 10.00 2,720.00 2,720.00 0.02267% 163.22 27.20 2,910.42 15% 436.56 3,346.98

Labourer for tiling 272.00 M2 10.00 27.20 60.00 6.00 1,632.00 1,632.00 0.01360% 97.92 16.32 1,746.24 15% 261.94 2,008.18

50mm thick Concrete Screed 13.60 M3 148.50 2,019.60 2,019.60 0.01683% 121.18 20.20 2,160.98 15% 324.15 2,485.13

Mason for screeding 272.00 M2 30.00 9.07 100.00 3.33 907.00 907.00 0.00756% 54.43 9.07 970.50 15% 145.58 1,116.08

Labour for screeding 272.00 M2 30.00 9.07 60.00 2.00 544.20 544.20 0.00454% 32.69 5.45 582.34 15% 87.35 669.69

0.00 0.00

093102 Unglazed Ceramics Floor Tiles 24 m2 197 4,728 141.51 3,396.18 18.67 448.00 0.00 0.00 3,844.18 0.03203% 230.62 38.44 4,113.24 15% 616.99 4,730.23

Size: 150 x 150 x 9mm thk, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Material Price. SR.90/m2 24.00 M2 110.00 2,640.00 2,640.00 0.02200% 158.40 26.40 2,824.80 15% 423.72 3,248.52

84.00 KGS 5.61 471.24 471.24 0.00393% 28.30 4.72 504.26 15% 75.64 579.90

17.97 KGS 5.94 106.74 106.74 0.00089% 6.41 1.07 114.22 15% 17.13 131.35

Mason for tiling 24.00 M2 12.00 2.00 100.00 8.33 200.00 200.00 0.00167% 12.02 2.00 214.02 15% 32.10 246.12

Labourer for tiling 24.00 M2 12.00 2.00 60.00 5.00 120.00 120.00 0.00100% 7.20 1.20 128.40 15% 19.26 147.66

50mm thick Concrete Screed 1.20 M3 148.50 178.20 178.20 0.00149% 10.73 1.79 190.72 15% 28.61 219.33

Mason for screeding 24.00 M2 30.00 0.80 100.00 3.33 80.00 80.00 0.00067% 4.82 0.80 85.62 15% 12.84 98.46

Labour for screeding 24.00 M2 30.00 0.80 60.00 2.00 48.00 48.00 0.00040% 2.88 0.48 51.36 15% 7.70 59.06

0.00 0.00

Unglazed Ceramics Floor Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 150 x 150 x 9mm thk, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 37.40 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.61 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason for tiling 0.00 M2 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer for tiling 0.00 M2 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thick Concrete Screed 0.00 M3 148.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason for screeding 0.00 M2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for screeding 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093102 Unglazed Ceramics Floor Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 147 x 147 x 8.5mm thk, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 67.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

MORTAR; using sand-cement, mixed 1:4 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

(Retouching) Exposed Concrete natural finish to waffle slab.

(Retouching) Extraover Fairfaced Concrete smooth finish to walls.

GROUTING; using BAL FLEX GROUT, 4mm wide

GROUTING; using BAL FLEX GROUT, 4mm wide

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 4mm wide

Saudi Ceramics brand, commercial type, first choice

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 4mm wide

Philkeram Johnson Ceramics brand, British, American & European Std., commercial type, first choice, clour Athena or Hermes

Page 69: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0604/17/2023

69/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thick Concrete Screed 0.00 M3 148.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason for screeding 0.00 M2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for screeding 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093103 Unglazed Ceramics Floor Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 150 x 150 x 9mm thk, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 39.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

MORTAR; using sand-cement, mixed 1:4 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thick Concrete Screed 0.00 M3 148.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason for screeding 0.00 M2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for screeding 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093104 Unglazed Ceramics Floor Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 150 x 150 x 9mm thk, using 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Maxi floor commercial type, first choice 0.00 M2 112.20 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.61 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason for tiling 0.00 M2 12.00 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer for tiling 0.00 M2 12.00 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093105 Unglazed Ceramics Floor Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 240 x 240 x 13mm thk, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 121.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

MORTAR; using sand-cement, mixed 1:4 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thick Concrete Screed 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason for screeding 0.00 M2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for screeding 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093106 Unglazed Ceramics Floor Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 150 x 150 x 8.5mm thk, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 79.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

MORTAR; using sand-cement, mixed 1:4 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thick Concrete Screed 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason for screeding 0.00 M2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for screeding 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093107 Unglazed Ceramics Floor Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 200 x 200 x 8.5mm thk, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 79.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

MORTAR; using sand-cement, mixed 1:4 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thick Concrete Screed 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason for screeding 0.00 M2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for screeding 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093110 Unglazed Ceramics Floor Tiles 37 m2 128 4,736 84.28 3,118.50 19.85 734.40 0.00 0.00 3,852.90 0.03211% 231.19 38.53 4,122.62 15% 618.39 4,741.01

Size: 300 x 300 x 9mm thk, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

37.00 M2 55.00 2,035.00 2,035.00 0.01696% 122.11 20.35 2,177.46 15% 326.62 2,504.08

129.50 KGS 5.61 726.50 726.50 0.00605% 43.56 7.26 777.32 15% 116.60 893.92

13.85 KGS 5.94 82.27 82.27 0.00069% 4.97 0.83 88.07 15% 13.21 101.28

Mason for tiling 37.00 M2 11.00 3.36 100.00 9.08 336.00 336.00 0.00280% 20.16 3.36 359.52 15% 53.93 413.45

Labourer for tiling 37.00 M2 11.00 3.36 60.00 5.45 201.60 201.60 0.00168% 12.10 2.02 215.72 15% 32.36 248.08

50mm thick Concrete Screed 1.85 M3 148.50 274.73 274.73 0.00229% 16.49 2.75 293.97 15% 44.10 338.07

Mason for screeding 37.00 M2 30.00 1.23 100.00 3.32 123.00 123.00 0.00103% 7.42 1.24 131.66 15% 19.75 151.41

Labour for screeding 37.00 M2 30.00 1.23 60.00 1.99 73.80 73.80 0.00062% 4.46 0.74 79.00 15% 11.85 90.85

0.00 0.00

GROUTING; using BAL FLEX GROUT, 4mm wide

Saudi Ceramics brand, commercial type, first choice

GROUTING; using BAL FLEX GROUT, 4mm wide

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 4mm wide

Gail brand, Germany made, Unglazed anti-slip fllor tiles.

GROUTING; using BAL FLEX GROUT, 4mm wide

Philkeram Johnson brand, Made in Greece, Unglazed anti-slip floor tiles.

GROUTING; using BAL FLEX GROUT, 4mm wide

Philkeram Johnson brand, Made in Greece, Unglazed anti-slip floor tiles.

GROUTING; using BAL FLEX GROUT, 4mm wide

Saudi Ceramics brand, commercial type, first choice

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 4mm wide

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

093112 Unglazed Ceramics Floor Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 130.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

MORTAR; using sand-cement, mixed 1:3 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 kgs 1.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093113 Unglazed Ceramics Floor Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

MORTAR; using sand-cement, mixed 1:3 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 kgs 1.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 12.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093120 Brass Strips LM #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

30mm wide 0.00 LM 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 LM 12.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093500 Glazed Mosaic 0.00 0.00

093501 Glazed Mosaic tiles Nrs. #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size of bench: 300 x 300mm 0.00 m3 350.00 0.00 0.00 m3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size of mosaic tile: 50 x 50 x 5mm thk 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Maxi floor commercial type, first choice 0.00 M2 129.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.61 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 m2 8.17 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 m2 8.17 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093502 Glazed Ceramics Wall Tiles 1276 m2 101 128,876 64.18 81,897.03 17.78 22,684.80 0.00 0.00 104,581.83 0.87152% 6,274.94 1,045.82 111,902.59 15% 16,785.39 128,687.98

Size; 150 x 150 x 6mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Average price SR. 50/m2 1,276.00 m2 55.00 70,180.00 70,180.00 0.58483% 4,210.78 701.80 75,092.58 15% 11,263.89 86,356.47

MORTAR; using Vetonit brand, 3mm thick 4,466.00 KGS 2.20 9,825.20 9,825.20 0.08188% 589.54 98.26 10,513.00 15% 1,576.95 12,089.95

318.49 KGS 5.94 1,891.83 1,891.83 0.01577% 113.54 18.92 2,024.29 15% 303.64 2,327.93

Mason 1,276.00 M2 9.00 141.78 100.00 11.11 14,178.00 14,178.00 0.11815% 850.68 141.78 15,170.46 15% 2,275.57 17,446.03

Labourer 1,276.00 M2 9.00 141.78 60.00 6.67 8,506.80 8,506.80 0.07089% 510.41 85.07 9,102.28 15% 1,365.34 10,467.62

0.00 0.00

093503 Glazed Ceramics Wall Tiles 63 m2 116 7,308 76.12 4,795.39 17.78 1,120.00 0.00 0.00 5,915.39 0.04929% 354.89 59.15 6,329.43 15% 949.41 7,278.84

Size; 150 x 150 x 6mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Average price SR. 50/m2 63.00 m2 55.00 3,465.00 3,465.00 0.02888% 207.94 34.66 3,707.60 15% 556.14 4,263.74

220.50 KGS 5.61 1,237.01 1,237.01 0.01031% 74.23 12.37 1,323.61 15% 198.54 1,522.15

15.72 KGS 5.94 93.38 93.38 0.00078% 5.62 0.94 99.94 15% 14.99 114.93

Mason 63.00 M2 9.00 7.00 100.00 11.11 700.00 700.00 0.00583% 41.98 7.00 748.98 15% 112.35 861.33

Labourer 63.00 M2 9.00 7.00 60.00 6.67 420.00 420.00 0.00350% 25.20 4.20 449.40 15% 67.41 516.81

0.00 0.00

Glazed Ceramics Wall Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 150 x 150 x 6mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 26.40 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.61 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 11.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 11.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093504 Glazed Ceramics Wall Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 152 x 152 x 5.5mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 79.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 3.85 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Heavy duty non slip ceramic floor tiles size 250 x 250 x 10 mm thick of approved quality and colour bedded in cement and sand mortar (1:3) including sand bed and pointed in coloured cement (F5).

Villeroy & Boch brand, commercial type, first choice

GROUTING; using coloured cement, 4mm wide

Unglazed heavy duty ceramic tiles size 200 x 100 x 8.5mm of approved quality and colour bedded in cement and sand mortar (1:3) including sand bed and pointed in coloured cement (F9).

Villeroy & Boch brand, commercial type, first choice

GROUTING; using coloured cement, 4mm wide

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

GROUTING; using BAL FLEX GROUT, 2mm wide

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

Saudi Ceramics brand, commercial type, first choice

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

H&R Johnson brand, Made in England, commercial type, first choice, colour SF4, SF53, SF19, SF40 & etc..

MORTAR; using Bal Cem Gold Star, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Mason 0.00 M2 11.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 11.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093505 Glazed Ceramics Wall Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 150 x 150 x 6mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 26.40 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 3.85 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 11.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 11.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093506 Glazed Ceramics External Wall Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 147 x 147 x 8.5mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 67.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 3.85 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 11.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 11.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093507 Glazed Ceramics External Wall Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 100 x 100 x 6mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 24.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 3.85 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 11.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 11.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093508 Glazed Ceramics Wall Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 150 x 150 x 6mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Maxi floor commercial type, first choice 0.00 M2 82.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.61 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 11.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 11.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093509 Glazed Ceramics Wall Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 150 x 150 x 6mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Maxi floor commercial type, first choice 0.00 M2 82.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.61 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 11.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 11.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093510 Glazed Ceramics Wall Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 150 x 150 x 5.5mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 90.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 3.85 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 11.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 11.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093511 Glazed Ceramics Wall Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 150 x 150 x 5.5mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 99.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 3.85 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 11.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 11.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093512 Ceramic Clay Wall Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 200 x 200 x 8.5mm thk, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 82.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 3.85 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 11.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 11.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Saudi Ceramics brand, commercial type, first choice

MORTAR; using Bal Cem Gold Star, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

Philkeram Johnson Ceramics brand, commercial type, first choice

MORTAR; using Bal Cem Gold Star, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

Saudi Ceramics brand, commercial type, first choice

MORTAR; using Bal Cem Gold Star, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

Gail Ceramic tiles, Germany Made, white colur #33001

MORTAR; using Bal Cem Gold Star, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

Gail Ceramic tiles, Germany Made, approve colur #33001

MORTAR; using Bal Cem Gold Star, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

Philkeram Ceramic tiles, Greece made, approve colour

MORTAR; using Bal Cem Gold Star, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0604/17/2023

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 0.00

093520 Mosaic Ceramics Wall Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 25 x 25mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 55.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.61 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 11.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 11.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093521 Mosaic Ceramics Wall Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 25 x 25mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Made in Spain, approved colour 0.00 M2 55.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.61 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093522 Mosaic Ceramics Wall Tiles m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Walls 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 25 x 25mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 55.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.61 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 9.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 9.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093523 Mosaic Ceramics Wall Tiles item #DIV/0! #DIV/0! #DIV/0! 2,416.95 #DIV/0! 532.80 #DIV/0! 1,500.00 #DIV/0! 58,329.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Dome Structures 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 1.00 Nr. 1,500.00 1,500.00 1.00 Nr. 57,579.00 57,579.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Waterproofing works 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

4mm thk APP modified membrane, 1-layer 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 30.00 M2 25.00 750.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mosaic Tiles 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 25 x 25mm, using 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

30.00 M2 55.00 1,650.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

105.00 KGS 5.61 589.05 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

29.95 KGS 5.94 177.90 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 30.00 M2 9.00 3.33 100.00 11.10 333.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 30.00 M2 9.00 3.33 60.00 6.66 199.80 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093530 Mosaic Cer. Wall Tiles & Paint Fin. Nrs. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mosaic Ceramics Wall Tiles 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 25 x 25mm, using 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 55.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.61 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Plastered & Painted Fin. m2 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-coat of Textured Putty 0.00 KGS 5.44 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Polyurethane Paint 0.00 Liters 26.70 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Plastering work 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093550 Coved ceramic tiles Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size of tiles: 100 x 150 x 9mm thk 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 21.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.000 KGS 5.61 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Lm 23.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Lm 23.33 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093551 Coved ceramic tiles Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size of tiles: 100 x 150 x 9mm thk 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Maxi floor commercial type, first choice 0.00 Lm 51.45 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Made in Spain, colour code #51-A, 52-A & 54-A

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

Made in Spain, colour code #51-A, 52-A & 54-A

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

GRC DOME, half size: 6000mm dia. x 2300mm high

Made in Spain, colour code #51-A, 52-A & 54-A

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

Made in Spain, colour code #51-A, 52-A & 54-A

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 2mm wide

Saudi Cer. Brand, commercial type, first choice

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 4mm wide

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0604/17/2023

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.000 KGS 5.61 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.94 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Lm 23.33 0.00 100.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Lm 23.33 0.00 60.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093552 Coved ceramic tiles Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Maxi floor commercial type, first choice 0.00 Lm 54.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

MORTAR; using sand-cement, 1:3 0.000 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Lm 23.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Lm 23.33 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093553 Coved ceramic tiles Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Lm 57.75 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

MORTAR; using sand-cement, 1:3 0.000 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Lm 23.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Lm 23.33 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093600 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Ceramic tiles to tread and riser to steps. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Maxi floor commercial type, first choice 0.00 Lm 89.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

MORTAR; using sand-cement, 1:3 0.000 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Lm 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Lm 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

093700 Metal Tile 0.00 0.00

094 TERRAZO TILES 0.00 0.00

094100 Portland Cem. Terrazzo 0.00 0.00

094200 Precast Terrazzo 0.00 0.00

094201 Precast Terrazo Floor tile m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 250 x 250 x 25mm thk, 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 14.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 14.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

094202 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 300 x 300 x 30mm thk, 0.00 M2 17.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 14.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 14.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

094203 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 300 x 300 x 30mm thk, 0.00 M2 17.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 14.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 14.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 150mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

8mm dia. WWF x 200 x 200mm 0.00 M2 8.03 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.24 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

094220 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 400 x 400 x 40mm thk, 0.00 M2 12.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 14.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 14.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 150mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 143.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

8mm dia. WWF x 200 x 200mm 0.00 M2 8.03 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

MORTAR; using high polymer modified adhesive, 3mm thick

GROUTING; using BAL FLEX GROUT, 4mm wide

250 x 100 mm high ceramic coved skirting (S3).

GROUTING; using coloured cement, 4mm wide

200 x 100 mm high unglazed heavy duty ceramic coved skirting .

Maxi floor commercial type, first choice or equal.

GROUTING; using coloured cement, 4mm wide

Ceramic tiles to treads & risers for staircase

GROUTING; using coloured cement, 4mm wide

Precast Terrazo Floor tile to inside the building

Precast Terrazo Floor tile to outside the buildings

Precast Floor Cement tile to outside the buildings

Page 74: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0604/17/2023

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.24 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

094300 Precast Terrazo tiles skirting to walls Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size of tiles: 100mm high 0.00 Lm 17.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar & Grout 0.00 M3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Lm 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Lm 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

094310 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size of tiles: 20mm thick 0.00 Lm 6.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar & Grout 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Lm 27.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Lm 27.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

094400 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 300mm wide x 30mm thick 0.00 Lm 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar & Grout 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Lm 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Lm 25.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

094450 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 150mm high x 25mm thick 0.00 Lm 13.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar & Grout 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Lm 27.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Lm 27.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

094451 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 89mm high x 15mm thick 0.00 Lm 11.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar & Grout 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Lm 27.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Lm 27.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

094452 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 90mm high x 15mm thick 0.00 Lm 11.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar & Grout 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Lm 27.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Lm 27.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

094453 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 88mm high x 15mm thick 0.00 Lm 11.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar & Grout 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Lm 27.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Lm 27.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

094454 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 95mm high x 15mm thick 0.00 Lm 11.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar & Grout 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 Lm 27.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Lm 27.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

095 0.00 0.00

095100 Acoustical Ceilings 0.00 0.00

095101 Acoustical False Ceilings m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 600 x 600 x 15mm thk, with 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Galvanized supports, Fissured type, 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

white colour 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor 0.00 m2 35.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

095102 Acoustical False Ceilings m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 30.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Assistant Installer 0.00 m2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

095103 Acoustical False Ceilings m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 30.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Precast Terrazo tiles Skirting to Steps

Precast non-slip Terrazo tiles Treads to Steps

Precast non-slip Terrazo tiles Risers to Steps

Precast non-slip Terrazo tiles Risers to Steps

Precast non-slip Terrazo tiles Risers to Steps

Precast non-slip Terrazo tiles Risers to Steps

Precast non-slip Terrazo tiles Risers to Steps

ACOUSTICAL TREATMENT AND WOOD FLOORING

Using Size: 600 x 600 x 15mm thk acoustical mineral fiber tile, non-combustible, Cortega type" tegular edge by Armstrong brand with T-grid system.

Using Size: 600 x 600 x 19mm thk acoustical mineral fiber tile with complete system.Fissured type

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Installer 0.00 m2 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Assistant Installer 0.00 m2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

095104 Acoustical False Ceilings m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 36.30 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Assistant Installer 0.00 m2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

095110 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor by BPC 0.00 m2 120.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

0.00 0.00

095120 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor by BPC 0.00 m2 140.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of acrylic polyurethane paint 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

095200 Metal Pan Ceilings m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 49.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Assistant Installer 0.00 m2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

095250 Acoustical Space Units 0.00 0.00

095300 Acoustical insulation 0.00 0.00

095500 Wood Panel Ceiling m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sub-contractor by United Wood 0.00 m2 311.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Enamel Paint (Matt Fin.) 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

095600 Wood Strip Flooring 0.00 0.00

095650 Wood Block Flooring 0.00 0.00

095700 Wood Skirting 0.00 0.00

095701 Wood Skirting Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 100mm high x 20mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using Hardwood with varnish finish 0.00 Lm 55.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer Included 0.00 0.00

0.00 0.00

095702 Wood Skirting Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 100mm high x 20mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using Meranti Wood with varnish finish 0.00 Lm 22.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer 0.00 Lm 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

095800 Wood Comp. Flooring 0.00 0.00

096 FLOORING AND CARPET 0.00 0.00

096150 Marble Flooring 0.00 0.00

096151 Marble Floor Tile in Pattern m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 600 x 600 x 30mm thk, 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

For Grey Colour, 70% in pattern 0.00 m2 250.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

For Green Colour, 30% in pattern 0.00 m2 340.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer Included 0.00 0.00

0.00 0.00

096152 Granite Floor Tile m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 600 x 600 x 20mm thk, 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

For White Colour 0.00 m2 340.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer Included 0.00 0.00

0.00 0.00

Using Size: 600 x 600 x 19mm thk acoustical mineral fiber tile with complete system. Revealed Edge type

Acoustical False Ceilings tiles with laminated waterproof

Using Size: 600 x 600 x 15mm thk acoustical mineral fiber tile, laminated waterproof with T-grid system. Using "Ceramaguard Type" by Armstrong brand.

Calcium Silicate Board False Ceiling with acrylic polyurethane paint finish.

600 x 600mm Calcium Silicate non-combustible Board False Ceiling, vinyl face tile complete with complete exposed metal grid suspension system.

Using Size: 600 x 600mm metal pan ceiling tile with complete system.

20mm thick blockboard / plywood with hardwood edges & 50 x 50mm timber frames & supports (ceiling joist).

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

096153 Marble Flooring, SR 120 / m2 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Marble Flooring, SR 120 / m2 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

For White Colour 0.00 M2 132.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer 0.00 M2 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

096154 Carrara Marble Flooring, 2cm thick m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

For Carrara marble, White Colour 0.00 M2 104.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer 0.00 M2 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

096160 Marble Tread to Staircase Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

For Grey Colour 0.00 Lm 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer Included 0.00 0.00

0.00 0.00

096161 Marble Tread to Staircase Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

For Grey Colour 0.00 Nos. 300.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer Included 0.00 0.00

0.00 0.00

0961611 Marble Tread to Staircase Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

For Grey Colour 0.00 Lm 235.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer Included 0.00 0.00

0.00 0.00

096162 Marble Riser to staircase Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 20mm thick x 150mm high 0.00 0.00

For Grey Colour 0.00 Lm 50.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer Included 0.00 0.00

0.00 0.00

096163 Marble Riser to staircase Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 20mm thick x 120mm high 0.00 0.00

For Grey Colour 0.00 Lm 40.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer Included 0.00 0.00

0.00 0.00

096164 Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 20mm thick x 120mm high 0.00 Lm 15.00 0.00 0.00 Lm 4.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 30mm thick x 300mm high 0.00 Lm 70.00 0.00 0.00 Lm 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

096170 Marble Threshold Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 100mm x 900mm 0.00 0.00

For Grey Colour 0.00 Nr. 65.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer Included 0.00 0.00

0.00 0.00

0961701 Marble Threshold Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 200mm x 900mm 0.00 0.00

For Grey Colour 0.00 Nr. 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer Included 0.00 0.00

0.00 0.00

096171 Marble Threshold Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 300mm x 900mm 0.00 0.00

For Grey Colour 0.00 Nr. 100.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer Included 0.00 0.00

0.00 0.00

096172 Marble Threshold Nr. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 300mm x 1500mm 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

For Grey Colour 0.00 Nr. 190.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer Included 0.00 0.00

0.00 0.00

96150 Marble Skirting Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 100mm high x 20mm thick 0.00 0.00

For Grey Colour 0.00 Lm 40.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason & Labourer Included 0.00 0.00

0.00 0.00

096200 Marble Lavatory Counter Top Lm #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 600mm x 30mm thick 0.00 0.00

For Grey Colour 0.00 Lm 950.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 30mm thick x 300mm wide with 1-strip anti-slip

Size: 30mm thick x traingular wide with 1-strip anti-slip

Size: 30mm thick x 450mm wide with 1-strip anti-slip

Carrara Marble Treads & Risers to staircase

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Installer & Labourer Included 0.00 0.00

0.00 0.00

096210 nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 3800 x 600mm wide 0.00 0.00

0.00 Lm 850.00 0.00 0.00 Lm 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Base Cabinet 0.00 Lm 950.00 0.00 0.00 Lm 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Marble Flashing 0.00 Lm 35.00 0.00 0.00 Lm 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

096211 nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 3400 x 600mm wide 0.00 0.00

0.00 Lm 850.00 0.00 0.00 Lm 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Base Cabinet 0.00 Lm 950.00 0.00 0.00 Lm 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Marble Flashing 0.00 Lm 35.00 0.00 0.00 Lm 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

096212 nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 2600 x 600mm wide 0.00 0.00

0.00 Lm 850.00 0.00 0.00 Lm 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Base Cabinet 0.00 Lm 950.00 0.00 0.00 Lm 100.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Marble Flashing 0.00 Lm 35.00 0.00 0.00 Lm 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

096250 Slate Flooring 0.00 0.00

096350 Brick Flooring 0.00 0.00

096600 Resilient Tile Flooring 0.00 0.00

096601 PVC Tile Flooring m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

PVC floor tiles, Armstrong brand 0.00 m2 56.70 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Bonding Adhesive 0.00 liter 55.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 m2 25.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thk sand-cement screed 0.00 M2 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

096780 Resilient Accessories 0.00 0.00

096781 PVC Skirting Tile Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

PVC skirting tiles, Armstrong brand 0.00 Lm 10.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Bonding Adhesive 0.00 liter 55.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 Lm 45.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 Lm 45.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

096850 Carpet Roll type 0.00 0.00

096851 Carpet Roll type m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Tufted Carpet 100% Acrylic with stripes 0.00 m2 39.90 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpet Bonding Adhesive 0.00 liter 57.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Self Leveling Compound, 3mm thick 0.00 kg 2.86 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 m2 50.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 m2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

096852 Carpet Roll type m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Woven Carpet 100% Polypropylene 0.00 m2 63.00 0.00 0.00 m2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpet Bonding Adhesive 0.00 liter 57.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Screed 0.00 m3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 m2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 m2 25.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

096853 Carpet Roll type (Broadloom) m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 37.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Aluminum Strips 0.00 Lm 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpet Bonding Adhesive 0.00 liter 57.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 6.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

096854 Carpet Roll type m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 25.20 0.00 0.00 m2 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpet Bonding Adhesive 0.00 liter 57.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Screed 0.00 m3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 m2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 m2 25.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

096900 Carpet Tile 0.00 0.00

096901 Carpet Tile m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Marble Lavatory Counter Top with Base Cabinet

Carrara Marble Counter Top, Grey colour including cut-out for vanity counter basin

Marble Lavatory Counter Top with Base Cabinet

Carrara Marble Counter Top, Grey colour including cut-out for vanity counter basin

Marble Lavatory Counter Top with Base Cabinet

Carrara Marble Counter Top, Grey colour including cut-out for vanity counter basin

Using Style Kismat, 1600 gm/m2 pile weight, loop pile carpet 100% Polypropylene, 7mm thick

90% Acrylic & 10% wool, loop pile type, Saudi Carpet

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 m2 63.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpet Bonding Adhesive 0.00 liter 16.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 m2 6.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

096902 Carpet Tile m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 63.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpet Bonding Adhesive 0.00 liter 16.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 M2 16.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-cement screed, 50mm thick 0.00 m3 198.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 33.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 33.33 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

097 Special Flooring And Floor Treatment 0.00 0.00

097100 Broom Finish Concrete Screed 3388 m2 16 54,208 7.46 25,257.54 5.33 18,068.80 0.00 0.00 43,326.34 0.36105% 2,599.56 433.26 46,359.16 15% 6,953.87 53,313.03

Using concrete screed, 50mm thick 169.40 m3 149.10 25,257.54 25,257.54 0.21048% 1,515.46 252.58 27,025.58 15% 4,053.84 31,079.42

Mason 3,388.00 M2 30.00 112.93 100.00 3.33 11,293.00 11,293.00 0.09411% 677.59 112.93 12,083.52 15% 1,812.53 13,896.05

Labourer 3,388.00 M2 30.00 112.93 60.00 2.00 6,775.80 6,775.80 0.05647% 406.58 67.76 7,250.14 15% 1,087.52 8,337.66

0.00 0.00

097101 Trowelled Finish Concrete m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-cement screed, 50mm thick 0.00 m3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 33.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 33.33 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

097110 Reinforced Fiber non-shrink screed m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 231.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 33.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M2 33.33 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

097150 10 m2 17 170 9.00 90.00 4.64 46.40 0.00 0.00 136.40 0.00114% 8.21 1.37 145.98 15% 21.90 167.88

10.00 m2 9.00 90.00 90.00 0.00075% 5.40 0.90 96.30 15% 14.45 110.75

Mason 10.00 M2 34.00 0.29 100.00 2.90 29.00 29.00 0.00024% 1.73 0.29 31.02 15% 4.65 35.67

Labourer 10.00 M2 34.00 0.29 60.00 1.74 17.40 17.40 0.00015% 1.08 0.18 18.66 15% 2.80 21.46

0.00 0.00

097151 100 m2 18 1,800 9.60 960.00 4.70 470.40 0.00 0.00 1,430.40 0.01192% 85.82 14.30 1,530.52 15% 229.58 1,760.10

100.00 m2 9.60 960.00 960.00 0.00800% 57.60 9.60 1,027.20 15% 154.08 1,181.28

Mason 100.00 M2 34.00 2.94 100.00 2.94 294.00 294.00 0.00245% 17.64 2.94 314.58 15% 47.19 361.77

Labourer 100.00 M2 34.00 2.94 60.00 1.76 176.40 176.40 0.00147% 10.58 1.76 188.74 15% 28.31 217.05

0.00 0.00

97150 EPOXY FLOOR COATING / PAINT 100 m2 37 3,700 21.96 2,196.49 8.00 800.00 0.00 0.00 2,996.49 0.02497% 179.78 29.96 3,206.23 15% 480.93 3,687.16

Using Thortex epoxy paint 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

11.11 Liters 63.14 701.49 701.49 0.00585% 42.12 7.02 750.63 15% 112.59 863.22

10.00 Liters 74.75 747.50 747.50 0.00623% 44.86 7.48 799.84 15% 119.98 919.82

10.00 Liters 74.75 747.50 747.50 0.00623% 44.86 7.48 799.84 15% 119.98 919.82

Applicator 100.00 M2 20.00 5.00 100.00 5.00 500.00 500.00 0.00417% 30.02 5.00 535.02 15% 80.25 615.27

Labour 100.00 M2 20.00 5.00 60.00 3.00 300.00 300.00 0.00250% 18.00 3.00 321.00 15% 48.15 369.15

0.00 0.00

097181 EPOXY FLOOR COATING / PAINT 10 m2 33 330 17.51 175.08 8.96 89.60 0.00 0.00 264.68 0.00221% 15.91 2.65 283.24 15% 42.49 325.73

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Primer Coat, using NITOPRIME 31 1.43 Kgs 7.72 11.04 11.04 0.00009% 0.65 0.11 11.80 15% 1.77 13.57

4.55 Kgs 28.80 131.04 131.04 0.00109% 7.85 1.31 140.20 15% 21.03 161.23

10.00 Kgs 3.30 33.00 33.00 0.00028% 2.02 0.34 35.36 15% 5.30 40.66

Applicator 10.00 M2 18.00 0.56 100.00 5.60 56.00 56.00 0.00047% 3.38 0.56 59.94 15% 8.99 68.93

Labour 10.00 M2 18.00 0.56 60.00 3.36 33.60 33.60 0.00028% 2.02 0.34 35.96 15% 5.39 41.35

0.00 0.00

097182 EPOXY FLOOR COATING / PAINT m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Primer Coat, using EUCO 452 LV 0.00 Liters 42.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 36.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Applicator 0.00 M2 18.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 18.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

097183 EPOXY FLOOR COATING / PAINT 111 m2 26 2,886 12.11 1,344.18 8.89 987.20 0.00 0.00 2,331.38 0.01943% 139.90 23.32 2,494.60 15% 374.19 2,868.79

Using 500 x 500 x 6.5mm thick, ESCO SINTA brand, Tufted Low level loop & 100% Polypropylene

Using 500 x 500 x 6.5mm thick, ESCO SINTA brand, Tufted Low level loop & 100% Polypropylene

Reinforced Fiber non-shrink screed, 50mm thick

Exposed Concrete with dry shake floor hardener & carborundum finish to Ramp areas.

Floor hardener, 5kg/m2 & with carborundum

Exposed Concrete with dry shake floor hardener

Floor hardener, 8kg/m2 application rate

Primer Coat, using TX-830 Uni-Tech G.P. Primer

First Coating, using TX-855 Floor-Tech W.B.

Final Coating, using TX-855 Floor-Tech W.B.

Using NITOFLOR FC150 slip resistant epoxy floor coating

Base Coat, using NITOFLOR FC 150 @ 250 microns thick

Top Coat, using NITOFLOR anti-slip Grains No. 02

Using POXEE COTE, 100% Solvent free, two components, heavy duty epoxy coating.

Base Coat, using POXEE COTE @ 200 microns thick

Page 79: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Primer Coat, using EUCO 452 LV 3.17 Liters 42.00 133.14 133.14 0.00111% 7.99 1.33 142.46 15% 21.37 163.83

33.64 Liters 36.00 1,211.04 1,211.04 0.01009% 72.65 12.11 1,295.80 15% 194.37 1,490.17

Applicator 111.00 M2 18.00 6.17 100.00 5.56 617.00 617.00 0.00514% 37.01 6.17 660.18 15% 99.03 759.21

Labour 111.00 M2 18.00 6.17 60.00 3.34 370.20 370.20 0.00309% 22.25 3.71 396.16 15% 59.42 455.58

0.00 0.00

097200 1575 m2 125 196,875 63.60 100,174.43 37.86 59,622.40 0.00 0.00 159,796.83 1.33164% 9,587.81 1,597.97 170,982.61 15% 25,647.39 196,630.00

50mm thk sand-cement screed 1,575.00 M2 9.00 14,175.00 14,175.00 0.11813% 850.54 141.76 15,167.30 15% 2,275.10 17,442.40

Mason 1,575.00 M2 30.00 52.50 100.00 3.33 5,250.00 5,250.00 0.04375% 315.00 52.50 5,617.50 15% 842.63 6,460.13

Labour 1,575.00 M2 30.00 52.50 60.00 2.00 3,150.00 3,150.00 0.02625% 189.00 31.50 3,370.50 15% 505.58 3,876.08

1,575.00 m2 9.00 14,175.00 14,175.00 0.11813% 850.54 141.76 15,167.30 15% 2,275.10 17,442.40

Mason 1,575.00 M2 34.00 46.32 100.00 2.94 4,632.00 4,632.00 0.03860% 277.92 46.32 4,956.24 15% 743.44 5,699.68

Labourer 1,575.00 M2 34.00 46.32 60.00 1.76 2,779.20 2,779.20 0.02316% 166.75 27.79 2,973.74 15% 446.06 3,419.80

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Primer Coat, using EUCO 452 LV 45.00 Liters 42.00 1,890.00 1,890.00 0.01575% 113.40 18.90 2,022.30 15% 303.35 2,325.65

477.27 Liters 36.00 17,181.72 17,181.72 0.14318% 1,030.90 171.82 18,384.44 15% 2,757.67 21,142.11

Applicator 1,575.00 M2 18.00 87.50 100.00 5.56 8,750.00 8,750.00 0.07292% 525.02 87.50 9,362.52 15% 1,404.38 10,766.90

Labour 1,575.00 M2 18.00 87.50 60.00 3.33 5,250.00 5,250.00 0.04375% 315.00 52.50 5,617.50 15% 842.63 6,460.13

0.00 0.00

097201 1575 m2 65 102,375 33.49 52,752.71 18.93 29,811.20 0.00 0.00 82,563.91 0.68803% 4,953.82 825.64 88,343.37 15% 13,251.51 101,594.88

50mm thk sand-cement screed 1,575.00 M2 7.00 11,025.00 11,025.00 0.09188% 661.54 110.26 11,796.80 15% 1,769.52 13,566.32

Mason 1,575.00 M2 30.00 52.50 100.00 3.33 5,250.00 5,250.00 0.04375% 315.00 52.50 5,617.50 15% 842.63 6,460.13

Labour 1,575.00 M2 30.00 52.50 60.00 2.00 3,150.00 3,150.00 0.02625% 189.00 31.50 3,370.50 15% 505.58 3,876.08

1,575.00 m2 9.00 14,175.00 14,175.00 0.11813% 850.54 141.76 15,167.30 15% 2,275.10 17,442.40

Mason 1,575.00 M2 34.00 46.32 100.00 2.94 4,632.00 4,632.00 0.03860% 277.92 46.32 4,956.24 15% 743.44 5,699.68

Labourer 1,575.00 M2 34.00 46.32 60.00 1.76 2,779.20 2,779.20 0.02316% 166.75 27.79 2,973.74 15% 446.06 3,419.80

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Primer Coat, using NITOPRIME 31 225.00 Kgs 7.72 1,737.00 1,737.00 0.01448% 104.26 17.38 1,858.64 15% 278.80 2,137.44

715.91 Kgs 28.80 20,618.21 20,618.21 0.17182% 1,237.10 206.18 22,061.49 15% 3,309.22 25,370.71

1,575.00 Kgs 3.30 5,197.50 5,197.50 0.04331% 311.83 51.97 5,561.30 15% 834.20 6,395.50

Applicator 1,575.00 M2 18.00 87.50 100.00 5.56 8,750.00 8,750.00 0.07292% 525.02 87.50 9,362.52 15% 1,404.38 10,766.90

Labour 1,575.00 M2 18.00 87.50 60.00 3.33 5,250.00 5,250.00 0.04375% 315.00 52.50 5,617.50 15% 842.63 6,460.13

0.00 0.00

098000 Special Coatings 0.00 0.00

098100 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Lining Walls 0.00 0.00

Preparation & cleaning materials. 0.00 m2 1.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 kgs 27.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 kgs 27.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Applicator 0.00 M2 17.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 17.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

098101 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Lining Walls 0.00 0.00

Preparation & cleaning materials. 0.00 m2 1.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 kgs 39.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 kgs 39.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Applicator 0.00 M2 17.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 17.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

098102 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Lining Walls 0.00 0.00

Preparation & cleaning materials. 0.00 m2 1.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using POXEE COTE, 100% Solvent free, two components, heavy duty epoxy coating.

Base Coat, using POXEE COTE @ 300 microns thick

Sand-cement screed with dry shake floor hardener & 2-coats of epoxy finish.

Floor hardener, 5kg/m2 & with carborundum

Using POXEE COTE, 100% Solvent free, two components, heavy duty epoxy coating.

Base Coat, using POXEE COTE @ 300 microns thick

Sand-cement screed with dry shake floor hardener & 2-coats of epoxy finish.

Floor hardener, 5kg/m2 & with carborundum

Using NITOFLOR FC150 slip resistant epoxy floor coating

Base Coat, using NITOFLOR FC 150 @ 250 microns thick

Top Coat, using NITOFLOR anti-slip Grains No. 02

Hi-build Non-Toxic Solvent Free Epoxy Resin Based Coating to Water Tank (using Fosam Brand)

I-Coat of Nitcote EP405, White colour @ 200 microns. (First Coat)

I-layer of Glas fiber Reinforced, using fabric 110gm/m2 open weave glass cloth.To be laid of 1st coating whilst it is wet.

1-Coat of Nitocote EP405, Blue colour @ 200 microns. (Top Coat)

Hi-build Non-Toxic Solvent Free Epoxy Resin Based Coating to Water Tank (using SIKA Brand)

I-Coat of ICOSIT TW 150, White colour @ 135 microns. (First Coat)

I-layer of Glas fiber Reinforced, using fabric 110gm/m2 open weave glass cloth.To be laid of 1st coating whilst it is wet.

1-Coat of ICOSIT TW 150, Blue colour @ 135 microns. (Top Coat)

Hi-build Non-Toxic Solvent Free Epoxy Resin Based Coating to Water Tank (using Thortex Brand, Chemi-Tech P.W.)

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 kgs 149.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 3.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 kgs 149.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Applicator 0.00 M2 17.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 17.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

098103 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Lining Walls 0.00 0.00

Preparation & cleaning materials. 0.00 m2 1.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 37.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Applicator 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

098150 Glazed Coatings 0.00 0.00

099 Painting And Wall Coverings 0.00 0.00

099100 Exterior Painting 0.00 0.00

099101 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Walls 0.00 0.00

0.00 Liters 6.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 4.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Sigmacryl (plastic) Paint 0.00 Liters 9.43 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099102 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Walls 0.00 0.00

1-Coat of Primer, using sigmacryl primer 0.00 Liters 6.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer , using sigmacryl sealer 0.00 KGS 6.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 9.43 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099103 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Walls 0.00 0.00

1-Coat of Primer, using sigmacryl primer 0.00 Liters 6.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 5.08 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Sigmacryli Paint 0.00 Liters 9.43 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099104 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Plastered Walls 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099105 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Plastered Walls 0.00 0.00

0.00 Liters 11.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 2.71 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 10.96 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 11.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099106 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Smooth Concrete Walls 0.00 0.00

I-Coat of TX-961 Chemi-Tech P.W., White colour @ 125 microns. (First Coat)

I-layer of Glas fiber Reinforced, using fabric 110gm/m2 open weave glass cloth.To be laid of 1st coating whilst it is wet.

I-Coat of TX-961 Chemi-Tech P.W., Blue colour @ 125 microns. (Final Coat)

Waterproofing membrane Permare EPW epoxy, polysulphide membrane 1mm thick. To internal surfaces of U.G. Potable Tank.

Waterproofing membrane Permare EPW epoxy, polysulphide membrane 1mm thick. 1-coat

Exterior Textured Paint (To 3rd floor building)

1-Coat of Sealer / Primer, using sigma acrylic primer

1-coat of Sigma Textured MP

Exterior Plastic Paint (To Low rise building)

2-Coats of Acrylic (plastic) Paint

Exterior Textures Paint (To Low rise building)

1-coat of River 3mm, to form textured

Exterior Paint (to High rise building)

2-Coats of Enamel Paint (Waterproof base matt finish)

Exterior Paint (to high rise building)

1-Coat of Sealer / Primer (Sigmafix Primer)

2-coats of Putty (Sigma Wallfiller Fine)

1-coat of Paint (Sigmacolor undercoat)

1-coat of Paint (Sigmacolor Semi-gloss finish or Flat finish)

Exterior Paint (to high rise building)

Page 81: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 Liters 11.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 2.71 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 10.96 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 11.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099107 m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Smooth Concrete Walls 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099108 Exterior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Soffits 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Acrylic Paint 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 45.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099110 Exterior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Ceiling 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 8.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Emulsion Paint (Flat Fin.) 0.00 Liters 6.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 40.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099111 Exterior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Ceiling 0.00 0.00

0.00 Liters 4.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 2.70 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 8.64 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 45.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099115 Exterior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Ceiling 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 8.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Enamel Paint (Flat Fin.) 0.00 Liters 12.72 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 45.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099116 Exterior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To External Ceiling 0.00 0.00

0.00 Liters 11.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 2.71 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 10.96 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 11.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 45.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099200 Interior Painting 0.00 0.00

099201 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Walls 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Plastic Paint 0.00 Liters 12.53 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 65.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099202 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Walls 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Oil Paint 0.00 Liters 15.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer (Sigmafix Primer)

2-coats of Putty (Sigma Wallfiller Fine)

1-coat of Paint (Sigmacolor undercoat)

1-coat of Paint (Sigmacolor Semi-gloss finish or Flat finish)

Exterior Paint (to high rise building)

2-Coats of Enamel Paint (Waterproof base matt finish)

1-Coat of Sealer / Primer (Sigma Masonry Primer)

2-coats of Putty (Sigma Agua Wallfiller fine)

2-Coats of Emulsion Paint (Sigma Sigmacryl)

1-Coat of Sealer / Primer (Sigmafix Primer)

2-coats of Putty (Sigma Wallfiller Fine)

1-coat of Paint (Sigmacolor undercoat)

1-coat of Paint (Sigmacolor Flat finish)

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Labour for Painting work 0.00 M2 70.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099203 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Walls & Columns 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Acrylic Paint 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099204 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Walls & Columns 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 8.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Emulsion Paint 0.00 Liters 6.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099205 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Walls & Columns 0.00 0.00

0.00 Liters 4.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 2.70 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 5.76 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099206 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Walls & Columns 0.00 0.00

0.00 Liters 4.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 2.70 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 8.64 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099207 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Walls & Columns 0.00 0.00

0.00 Liters 4.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 2.70 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 8.64 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 9.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099208 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Walls & Columns 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 8.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Enamel Paint (Matt Fin.) 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099209 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Walls & Columns 0.00 0.00

0.00 Liters 4.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 2.71 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 11.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 10.96 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 11.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 60.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099210 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Ceiling 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-coat of Sigma Textured MP 0.00 KGS 4.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Acrylic Paint 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099211 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Ceiling 0.00 0.00

1-Coat of Sealer / Primer (Sigma Masonry Primer)

2-coats of Putty (Sigma Agua Wallfiller fine)

2-Coats of Emulsion Paint (Sigma Perfex)

1-Coat of Sealer / Primer (Sigma Masonry Primer)

2-coats of Putty (Sigma Agua Wallfiller fine)

2-Coats of Emulsion Paint (Sigma Sigmacryl)

1-Coat of Sealer / Primer (Sigma Masonry Primer)

2-coats of Putty (Sigma Agua Wallfiller fine)

1-Coat of Emulsion Paint (Sigma Sigmacryl)

1-Coat of Emulsion Paint (Sigma Sigmacryl Semi-gloss)

1-Coat of Sealer / Primer (Sigma Masonry Primer)

2-coats of Putty (Sigma Wallfiller Fine)

1-coat of Primer (Sigma Primer)

1-coat of Paint (Sigmacolor undercoat)

1-coat of Paint (Sigmacolor Flat finish)

Page 83: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0704/17/2023

83/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

1-Coat of Sealer / Primer 0.00 Liters 8.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Emulsion Paint (Flat Fin.) 0.00 Liters 6.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099212 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Ceiling 0.00 0.00

0.00 Liters 4.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 2.71 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 4.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099213 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Ceiling 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 8.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Enamel Paint (Matt Fin.) 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099214 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Ceiling 0.00 0.00

0.00 Liters 4.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 2.71 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 11.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 10.96 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 11.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 45.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099215 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To staircase ceiling 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 8.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Plastic Paint 0.00 Liters 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099216 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Gypsum Board Ceiling 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 8.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Plastic Paint 0.00 Liters 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099217 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Soffits 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 8.34 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Enamel Paint (Matt Fin.) 0.00 Liters 12.60 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 50.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099218 Interior Paint m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

To Internal Soffits 0.00 0.00

0.00 Liters 4.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 2.71 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 11.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 10.96 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Liters 11.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour for Painting work 0.00 M2 45.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

099700 Wall Covering m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Washable Vinyl Fabric 0.00 m2 18.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Bonding Adhesive 0.00 liter 16.10 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installer 0.00 M2 14.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

1-Coat of Sealer / Primer (Sigma Masonry Primer)

2-coats of Putty (Sigma Wallfiller Fine)

2-Coats of Emulsion Paint (Sigma Aguamat)

1-Coat of Sealer / Primer (Sigma Masonry Primer)

2-coats of Putty (Sigma Wallfiller Fine)

1-coat of Primer (Sigma Primer)

1-coat of Paint (Sigmacolor undercoat)

1-coat of Paint (Sigmacolor Flat finish)

1-Coat of Sealer / Primer (Sigma Masonry Primer)

2-coats of Putty (Sigma Wallfiller Fine)

1-coat of Primer (Sigma Primer)

1-coat of Paint (Sigmacolor undercoat)

1-coat of Paint (Sigmacolor Flat finish)

Page 84: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0704/17/2023

84/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

099900 Surface Preparation 0.00 0.00

10 SPECIALTIES 0.00 0.00

101 0.00 0.00

101100 Kitchen Cabinet & Work Top Item #DIV/0! #DIV/0! #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Wooden type with marble work top 0.00 0.00

set 15,493.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

set 5,912.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

101101 Item #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Wooden type with marble work top 0.00 0.00

set 7,353.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 2,800 x 350 x 900mm, Detail A (Wall) set 4,586.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

set 5,252.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

set 6,302.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Library Book Shelves, wooden type 0.00 0.00

Size: 2000 x 600 x 2700mm high sets 19,204.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 2500 x 600 x 2700mm high set 7,119.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Storage Shelvings, wooden type 0.00 0.00

set 7,353.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 2,800 x 350 x 900mm, Detail A (Wall) set 4,586.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

set 5,252.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

set 6,302.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Size: 300 x 1000 x 1000mm high Lm 1,322.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

101200 Vanity Top Item #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

Size: 1,800 x 600 x 900mm set 2,547.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size: 1,400 x 600 x 900mm set 1,981.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

101600 Toilet Compartments 0.00 0.00

101601 Proprietary toilet partitions system Lm #DIV/0! #DIV/0! #DIV/0! 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Set (7 compartment) 8175mm width 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Door size: 660 x 1676mm high Nrs. 747.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Door size: 914 x 1676mm high Nrs. 864.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Panel size: 1460 x 1676mm high Nrs. 923.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pilaster size: 152 x 2083mm high Nrs. 270.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pilaster size: 355 x 2083mm high Nrs. 698.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Head Rail; 10 ft long Nrs. 167.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nrs. 81.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nrs. 86.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

3-Sets (6 compartment) 6050mm width 0.00 0.00

Door size: 660 x 1676mm high Nrs. 747.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Panel size: 1460 x 1676mm high Nrs. 923.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pilaster size: 127 x 2083mm high Nrs. 270.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pilaster size: 355 x 2083mm high Nrs. 698.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Head Rail; 10 ft long Nrs. 167.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nrs. 81.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nrs. 86.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Sets (3 compartment) 3035mm width 0.00 0.00

Door size: 660 x 1676mm high Nrs. 747.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Panel size: 1460 x 1676mm high Nrs. 923.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pilaster size: 152 x 2083mm high Nrs. 270.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pilaster size: 355 x 2083mm high Nrs. 698.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Head Rail; 10 ft long Nrs. 167.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nrs. 81.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nrs. 86.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

101602 Proprietary toilet partitions system Item #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Kitchen / Vanity top, Compartments And Cubicles

Size: 3,100 & 2,800 x 650 x 900mm, L-shape as detail F & 15 (Base)

Size: 3,100 & 900 x 350 x 900mm, L-shape as detail F & 15 (wall)

Shoe Rack, Storage Shelvings, Kitchen Cabinet & Work Top

Size: 2,800 x 650 x 900mm, Detail A & 15 (Base)

Size: 2,000 x 650 x 900mm, Detail 15 (Base)

Size: 2,400 x 650 x 900mm, Detail A & 15 (Base)

Size: 2,800 x 650 x 900mm, Detail A & 15 (Base)

Size: 2,000 x 650 x 900mm, Detail 15 (Base)

Size: 2,400 x 650 x 900mm, Detail A & 15 (Base)

Wooden type Shoe Rack with metal framing supports

Carrara marble work top & side, supported by steel angles.

Using Overhead braced series 400 baked enamel by Mills, USA

Privacy strip; 25mm x 1676mm to door edge

Privacy strip; 32mm x 1676mm to pilaster edge

Privacy strip; 25mm x 1676mm to door edge

Privacy strip; 32mm x 1676mm to pilaster edge

Privacy strip; 25mm x 1676mm to door edge

Privacy strip; 32mm x 1676mm to pilaster edge

Page 85: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0704/17/2023

85/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

0.00 0.00

1-Set (7 compartment) 8175mm width 0.00 0.00

Door size: 660 x 1676mm high Nrs. 747.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Door size: 914 x 1676mm high Nrs. 864.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Panel size: 1460 x 1676mm high Nrs. 923.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pilaster size: 152 x 2083mm high Nrs. 270.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pilaster size: 355 x 2083mm high Nrs. 698.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Head Rail; 10 ft long Nrs. 167.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nrs. 81.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nrs. 86.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

3-Sets (6 compartment) 6050mm width 0.00 0.00

Door size: 660 x 1676mm high Nrs. 747.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Panel size: 1460 x 1676mm high Nrs. 923.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pilaster size: 127 x 2083mm high Nrs. 270.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pilaster size: 355 x 2083mm high Nrs. 698.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Head Rail; 10 ft long Nrs. 167.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nrs. 81.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nrs. 86.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Sets (3 compartment) 3035mm width 0.00 0.00

Door size: 660 x 1676mm high Nrs. 747.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Panel size: 1460 x 1676mm high Nrs. 923.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pilaster size: 152 x 2083mm high Nrs. 270.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pilaster size: 355 x 2083mm high Nrs. 698.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Head Rail; 10 ft long Nrs. 167.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nrs. 81.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nrs. 86.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

101603 Proprietary toilet partitions system Lm #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

1-Set (2 compartment) 2000mm width 0.00 0.00

Door size: 660 x 1676mm high Nrs. 747.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Panel size: 1460 x 1676mm high Nrs. 923.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pilaster size: 152 x 2083mm high Nrs. 270.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Pilaster size: 355 x 2083mm high Nrs. 698.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Head Rail; 10 ft long Nrs. 167.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nrs. 81.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Nrs. 86.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

101850 Shower Compartments 0.00 0.00

102 0.00 0.00

102100 Metal wall louvers 0.00 0.00

102600 Wall & corner guards 0.00 0.00

102700 Access Flooring 0.00 0.00

103 0.00 0.00

103500 Prefabricated Fireplaces 0.00 0.00

103100 Fireplace accessories 0.00 0.00

103200 Stoves 0.00 0.00

103520 Ground set flagpoles 0.00 0.00

103540 Wall-Mounted Flagpoles 0.00 0.00

104 0.00 0.00

104100 Directories 0.00 0.00

104150 Bulletin Boards 0.00 0.00

104200 White Board. MB-1 Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

White Board, size: 2.40 x 1.2m high 0.00 Nos. 864.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Fixation 0.00 Nos. 50.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

104201 White Board, MB-2 Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

White Board, size: 3.60 x 1.2m high 0.00 Nos. 1,296.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Fixation 0.00 Nos. 75.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

104300 SIGNAGE 0.00 0.00

104310 Handicaped Signs Nos. #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 Nos. 250.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

104311 Traffic Signs Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Subcontractor 0.00 Nos. 650.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete 0.00 M3 610.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

Using Overhead braced series 400 baked enamel by Mills, USA

Privacy strip; 25mm x 1676mm to door edge

Privacy strip; 32mm x 1676mm to pilaster edge

Privacy strip; 25mm x 1676mm to door edge

Privacy strip; 32mm x 1676mm to pilaster edge

Privacy strip; 25mm x 1676mm to door edge

Privacy strip; 32mm x 1676mm to pilaster edge

Using Overhead braced series 400 baked enamel by Mills, USA

Privacy strip; 25mm x 1676mm to door edge

Privacy strip; 32mm x 1676mm to pilaster edge

Louvers, corner protection and access flooring

Fireplaces , Exterior Specialties and Flagpoles

Visual Display Board, Identifying and pedestrian control devices

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

104312 Reflective Signs Nos. #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 1,025.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00 0.00

104560 Turnstiles 0.00 0.00

105 0.00 0.00

105050 Metal Lockers 0.00 0.00

105380 Canopies 0.00 0.00

105510 Mail Chutes 0.00 0.00

105520 Mail Boxes 0.00 0.00

106 Partitions and storage shelving 0.00 0.00

106050 Wire Mesh Partitions 0.00 0.00

106100 Folding Gates 0.00 0.00

106150 Demountable Partitions 0.00 0.00

106300 Portable Partitions 0.00 0.00

106520 Panel Partitions 0.00 0.00

106550 Accordion Partitions 0.00 0.00

106750 Storage & Shelving 0.00 0.00

107 Telephone Specialties 0.00 0.00

10750 Telephone Enclosures 0.00 0.00

108 Toilet and Accessories and Scales 0.00 0.00

108200 Bath Accessories 0.00 0.00

10800 Scales 0.00 0.00

109 Wardrobe and Closet Specialties 0.00 0.00

109010 Coat Racks / Wardrobes 0.00 0.00

11 EQUIPMENT 0.00 0.00

110 Equipment 0.00 0.00

110100 Maintenance Equipment 0.00 0.00

110300 Teller & Service Equip. 0.00 0.00

110400 Ecclesiastical Equip. 0.00 0.00

110500 Library Equip. 0.00 0.00

110600 Theater / Stage Equip. 0.00 0.00

111 0.00 0.00

111020 Barber Shop Equipment 0.00 0.00

111040 Cash Register / Checking 0.00 0.00

111060 Display Cases 0.00 0.00

111100 Laundry / ry Cleaning 0.00 0.00

111320 Projection Screens 0.00 0.00

111500 Parking Control Equipment 0.00 0.00

111600 Loading Dock Equipment 0.00 0.00

111700 Waste Handling Equipment 0.00 0.00

111900 Detention Equipment 0.00 0.00

114 0.00 0.00

114000 Food Service equipment 0.00 0.00

114580 Disappearing Stairs 0.00 0.00

114740 Darkroom Processing 0.00 0.00

114760 Revolving Darkroom Doors 0.00 0.00

114800 Athletic / recreational 0.00 0.00

114880 Bowling Alleys 0.00 0.00

114960 Shooting Ranges 0.00 0.00

115 Industrial and process equipment 0.00 0.00

115000 Industrial equipment 0.00 0.00

115010 Specialized equipment 0.00 0.00

116 0.00 0.00

116000 Laboratory equipment 0.00 0.00

117 Medical Equipment 0.00 0.00

117000 Medical Equipment 0.00 0.00

117400 Dental Equipment 0.00 0.00

12 FURNISHINGS 0.00 0.00

121 Artwork 0.00 0.00

121000 Artwork 0.00 0.00

123 Manufactured Casework 0.00 0.00

123010 Metal Casework 0.00 0.00

123500 Hospital Casework 0.00 0.00

123800 Display Casework 0.00 0.00

123900 Residential Casework 0.00 0.00

125 Window Treatment 0.00 0.00

125100 Blinds 0.00 0.00

125200 Shades 0.00 0.00

125300 Drape / Curtain Hardware 0.00 0.00

size: 900mm dia. with 75mm dia. steel post + concrete footings

Lockers , protective covers and postal specialties

Mercantile , commercial and detention Equipment

Food Service , Residential , Darkroom , Athletic Equipment

Laboratory , planetarium , observatory equipment

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

125400 Draperies Curtains 0.00 0.00

126 Furniture and Accessories 0.00 0.00

126100 Landscape Partitions 0.00 0.00

126200 Furniture 0.00 0.00

126500 Furniture Accessories 0.00 0.00

126900 Floor mates & Frames 0.00 0.00

127 Multiple Seating 0.00 0.00

127100 Miscellaneous Seating 0.00 0.00

127400 Booths & Tables 0.00 0.00

13 Special Construction 0.00 0.00

130 Special Construction 0.00 0.00

130100 Air Supported Structures 0.00 0.00

130250 Integrated Ceilings 0.00 0.00

130300 Special Purpose Rooms 0.00 0.00

130320 Athletic Rooms 0.00 0.00

130340 Audiometric Rooms 0.00 0.00

130380 Cold Storage Rooms 0.00 0.00

130520 Saunas 0.00 0.00

130540 Steam Bath 0.00 0.00

130810 Acoustical Enclosures 0.00 0.00

130910 Radiation Protection 0.00 0.00

131 0.00 0.00

131200 PRE-Eng. Structures 0.00 0.00

131210 Pre-Engineered Buildings 0.00 0.00

131220 Metal Building System 0.00 0.00

131230 Greenhouses 0.00 0.00

131240 Portable Building 0.00 0.00

131520 Swimming Pools 0.00 0.00

131600 Ice Rinks 0.00 0.00

132 0.00 0.00

132050 Ground Storage Tanks 0.00 0.00

132051 Gas Storage Tank m3 #DIV/0! #DIV/0! #DIV/0! 22,444.53 #DIV/0! 7,233.60 0.00 #DIV/0! 1,339.20 31,017.33 0.25848% 1,861.06 310.18 33,188.57 15% 4,978.29 38,166.86

Excavation 16.00 M3 19.20 307.20 307.20 0.00256% 18.43 3.07 328.70 15% 49.31 378.01

Backfilling of soil 13.00 M3 14.00 182.00 182.00 0.00152% 10.94 1.82 194.76 15% 29.21 223.97

Filling Imported Soil 37.00 M3 7.00 259.00 259.00 0.00216% 15.55 2.59 277.14 15% 41.57 318.71

Disposal of Excavated materials 3.00 M3 7.00 21.00 21.00 0.00018% 1.30 0.22 22.52 15% 3.38 25.90

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.70 M3 156.00 109.20 109.20 0.00091% 6.55 1.09 116.84 15% 17.53 134.37

Formworks 2.80 M2 2.50 7.00 7.00 0.00006% 0.43 0.07 7.50 15% 1.13 8.63

Polyethelene Sheet 7.00 M2 1.65 11.55 11.55 0.00010% 0.72 0.12 12.39 15% 1.86 14.25

Carpenter 0.70 M3 7.50 0.09 100.00 12.86 9.00 9.00 0.00008% 0.58 0.10 9.68 15% 1.45 11.13

Mason 0.70 M3 15.00 0.05 100.00 7.14 5.00 5.00 0.00004% 0.29 0.05 5.34 15% 0.80 6.14

Labourer 0.70 M3 5.00 0.14 60.00 12.00 8.40 8.40 0.00007% 0.50 0.08 8.98 15% 1.35 10.33

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V, 150 kg/m3 2.70 M3 160.50 433.35 433.35 0.00361% 25.99 4.33 463.67 15% 69.55 533.22

371.39 KGS 1.73 642.50 642.50 0.00535% 38.52 6.42 687.44 15% 103.12 790.56

Formworks 21.60 M2 10.00 216.00 216.00 0.00180% 12.96 2.16 231.12 15% 34.67 265.79

Miscellaneous 2.70 M3 5.00 13.50 13.50 0.00011% 0.79 0.13 14.42 15% 2.16 16.58

Carpenter 2.70 M3 0.75 3.60 100.00 133.33 360.00 360.00 0.00300% 21.60 3.60 385.20 15% 57.78 442.98

Steelfixer 2.70 M3 1.50 1.80 100.00 66.67 180.00 180.00 0.00150% 10.80 1.80 192.60 15% 28.89 221.49

Mason 2.70 M3 3.00 0.90 100.00 33.33 90.00 90.00 0.00075% 5.40 0.90 96.30 15% 14.45 110.75

Labourer 2.70 M3 1.50 1.80 60.00 40.00 108.00 108.00 0.00090% 6.48 1.08 115.56 15% 17.33 132.89

Suspended Solid Slab & roof slab 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

37.00 M3 152.25 5,633.25 5,633.25 0.04694% 337.97 56.33 6,027.55 15% 904.13 6,931.68

4,467.75 KGS 1.73 7,729.21 7,729.21 0.06441% 463.75 77.29 8,270.25 15% 1,240.54 9,510.79

Formworks, 4.00m high supports 308.33 M2 15.00 4,624.95 4,624.95 0.03854% 277.49 46.25 4,948.69 15% 742.30 5,690.99

Miscellaneous 37.00 M3 5.00 185.00 185.00 0.00154% 11.09 1.85 197.94 15% 29.69 227.63

Carpenter 37.00 M3 1.75 21.14 100.00 57.14 2,114.00 2,114.00 0.01762% 126.86 21.14 2,262.00 15% 339.30 2,601.30

Steelfixer 37.00 M3 2.33 15.88 100.00 42.92 1,588.00 1,588.00 0.01323% 95.26 15.88 1,699.14 15% 254.87 1,954.01

Mason 37.00 M3 7.00 5.29 100.00 14.30 529.00 529.00 0.00441% 31.75 5.29 566.04 15% 84.91 650.95

Labourer 37.00 M3 3.50 10.57 60.00 17.14 634.20 634.20 0.00529% 38.09 6.35 678.64 15% 101.80 780.44

Polythelen sheet to roof 150.00 M2 2.00 300.00 300.00 0.00250% 18.00 3.00 321.00 15% 48.15 369.15

25.00 M2 4.00 100.00 100.00 0.00083% 5.98 1.00 106.98 15% 16.05 123.03

5.00 M2 34.00 170.00 170.00 0.00142% 10.22 1.70 181.92 15% 27.29 209.21

Filler, 10mm wide 43.00 LM 2.00 86.00 86.00 0.00072% 5.18 0.86 92.04 15% 13.81 105.85

Sealants 43.00 LM 3.00 129.00 129.00 0.00108% 7.78 1.30 138.08 15% 20.71 158.79

Mason 43.00 LM 25.00 1.72 100.00 4.00 172.00 172.00 0.00143% 10.30 1.72 184.02 15% 27.60 211.62

Labour 43.00 LM 25.00 1.72 60.00 2.40 103.20 103.20 0.00086% 6.19 1.03 110.42 15% 16.56 126.98

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Primer Coat, using NITOPRIME 31 21.43 Kgs 7.72 165.44 165.44 0.00138% 9.94 1.66 177.04 15% 26.56 203.60

68.18 Kgs 28.80 1,963.58 1,963.58 0.01636% 117.79 19.63 2,101.00 15% 315.15 2,416.15

150.00 Kgs 3.30 495.00 495.00 0.00413% 29.74 4.96 529.70 15% 79.46 609.16

Applicator 150.00 M2 18.00 8.33 100.00 5.55 833.00 833.00 0.00694% 49.97 8.33 891.30 15% 133.70 1,025.00

PRE-Eng. STRUCTURES , Aquatic Facilities and ice rinks

Tanks , Tank covers, Filtration Equipment

RCC Concrete to Footing, G. Beams & columns

Rebars (Cut & bent), 131 kg/m3

Concrete, type I, 350Kg/cm2 cement content SR. 145/m3

Rebars (Cut & bent), 115kg/m3

2-coats of primer as damp proofing to footings & G. Beams

2-layers of H2O proofing membrane + 2-coats of primer

Using NITOFLOR FC150 slip resistant epoxy floor coating

Base Coat, using NITOFLOR FC 150 @ 250 microns thick

Top Coat, using NITOFLOR anti-slip Grains No. 02

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Labour 150.00 M2 18.00 8.33 60.00 3.33 499.80 499.80 0.00417% 30.02 5.00 534.82 15% 80.22 615.04

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

132150 Underground Storage Tank 0.00 0.00

132151 Underground Storage Tank LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Size; 17.05 x 13.65 x 5.30m height 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 19.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 156.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 165.85 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External H2O proofing 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M2 34.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Internal Lining 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using Vandex Super 0.00 M2 38.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

PVC Water stop 0.00 Lm 38.50 0.00 0.00 Lm 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Protection Board, 12mm thick 0.00 m2 15.75 0.00 0.00 Lm 2.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nrs. 650.00 0.00 0.00 Nrs. 50.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

132152 Underground Storage Tank

1321521 Excavation & disposal to U.G. Tank m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m3 7.00 0.00 200.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1321522 Backfilling of soil to U.G. Tank m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using Imported Materials 0.00 m3 18.00 0.00 0.00 m3 16.00 0.00 200.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1321523 Blinding Concrete, 100mm thick m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 158.40 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1321524 RCC Concrete to Mat Footing m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 180.83 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.63 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.25 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1321525 RCC Concrete to Walls, 20cm thick m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 180.83 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1321526 R.C. Solid Slabs, 30cmthk m3 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 177.45 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.58 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V, 155 kg/m3

Rebars (Cut & bent), 160kg/m3

2-layers of H2O membrane + 2-coats of primer

Cast Iron Manhole Cover & Frame, 60cm x 60 cm

Operator & Backhoe / Poclain (Sub-con)

Concrete, type V, 169 kg/m3

Rebars (Cut & bent), 160kg/m3

Concrete, type V, 169 kg/m3

Rebars (Cut & bent), 160kg/m3

Concrete, type V, 400kg/m3 cement contents (SR. 169 / M3)

Rebars (Cut & bent), 160Kg/m3

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Steelfixer 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

1321528 H2Oproofing to Horizontal surface m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

One coat ASTM D41 Primer 0.00 m2 0.90 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 12.92 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Application of Primer 0.00 m2 45.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installation of Waterproofing Membrane 0.00 m2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

1321529 H2Oproofing to Vertical surface m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

One coat ASTM D41 Primer 0.00 m2 0.90 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 12.92 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Application of Primer 0.00 m2 35.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Installation of Waterproofing Membrane 0.00 m2 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

1321530 Protection Board, 12mm thick m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Protection Board, 12mm thick 0.00 m2 12.60 0.00 0.00 m2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1321531 Sand-Cement Screed m2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thk sand-cement screed 0.00 M2 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 30.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00

1321532 PVC Water stop Lm #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

PVC Water stop, 25cm width 0.00 Lm 38.50 0.00 0.00 Lm 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1321533 Internal Lining / paint M2 #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using Vandex Super 0.00 m2 28.75 0.00 0.00 m2 13.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1321534 0.00 Nrs. 650.00 0.00 0.00 Nrs. 50.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

132154 Underground Domestic Water Tank LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 m3 3.20 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 m3 4.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 165.85 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 10.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 12.08 0.00 0.00 m2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Internal Lining, Using Vandex Super 0.00 m2 30.48 Not specified 0.00 m2 16.00 0.00 100.00 #VALUE! Not specified

PVC Water stop 0.00 Lm 38.50 0.00 0.00 Lm 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

200mm thk CHB as Protection Support 0.00 m2 23.65 0.00 0.00 m2 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 No. 540.00 0.00 0.00 Nr. 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Stainless Steel steps, dia. 25mm 0.00 Nrs. 540.00 0.00 0.00 Nrs. 16.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 No. 262.50 0.00 0.00 No. 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand screed to fall 0.00 m2 7.88 0.00 0.00 m2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

132155 Underground Fire Water Tank LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

4mm thick Protection bitumen impregnated like Protectobit from Dermabit brand or Bitumat brand. One (1) -layer of H2O membrane

4mm thick Protection bitumen impregnated like Protectobit from Dermabit brand or Bitumat brand. One (1) -layer of H2O membrane

Cast Iron Manhole Cover & Frame, 60cm x 60 cm

Size; 4.5 x 4.0 x 3.55m height (nominal dimension)

Concrete, type V, SR. 125/m3

Concrete, type V, 155 kg/m3

Rebars (Cut & bent), 188kg/m3

Water proofing membrane; 2-layers of H2O membrane + 2-coats of primer

Cast Iron Manhole Cover & Frame, 60cm x 60 cm

Air Ventilation, 110mm dia. PVC pipe with insect screen on top.

Size; 8.5 x 4.0 x 3.55m height (nominal dimension)

Page 90: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

20:21:0704/17/2023

90/322 document.xls04/17/2023

CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Excavation 0.00 m3 3.20 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 m3 4.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 165.85 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 10.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 12.08 0.00 0.00 m2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Internal Lining, Using Vandex Super 0.00 m2 30.48 Not specified 0.00 m2 16.00 0.00 100.00 #VALUE! Not specified

PVC Water stop 0.00 Lm 38.50 0.00 0.00 Lm 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

200mm thk CHB as Protection Support 0.00 m2 23.65 0.00 0.00 m2 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 540.00 0.00 0.00 Nr. 5.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Stainless Steel steps, dia. 25mm 0.00 Nos. 540.00 0.00 0.00 Nos. 16.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 No. 262.50 0.00 0.00 No. 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand screed to fall 0.00 m2 7.88 0.00 0.00 m2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

132156 Underground Septic Tank LS #DIV/0! #DIV/0! #DIV/0! 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 m3 3.20 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 m3 4.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base, roof & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 165.85 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 10.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

25cm wide Lime Stone Blocks 0.00 m2 36.75 0.00 0.00 m2 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

20cm thick Gravel Mulch 0.00 m3 30.80 0.00 0.00 m3 6.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 Nos. 540.00 0.00 0.00 Nr. 6.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 No. 262.50 0.00 0.00 No. 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

132157 Underground Fire Water Tank LS #DIV/0! #DIV/0! #DIV/0! 1,080.00 #DIV/0! 40.00 0.00 #DIV/0! 0.00 1,120.00 0.00933% 67.18 11.20 1,198.38 15% 179.76 1,378.14

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 m3 3.20 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 m3 4.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 165.85 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 10.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V, SR. 125/m3

Concrete, type V, 155 kg/m3

Rebars (Cut & bent), 188kg/m3

Water proofing membrane; 2-layers of H2O membrane + 2-coats of primer

Cast Iron Manhole Cover & Frame, 60cm x 60 cm

Air Ventilation, 110mm dia. PVC pipe with insect screen on top.

Size; 19.4 x 5.4 x 4.4m height (nominal dimension)

Concrete, type V, SR. 125/m3

Concrete, type V, 155 kg/m3

Rebars (Cut & bent), 145kg/m3

Cast Iron Manhole Cover & Frame, 60cm x 60 cm

Air Ventilation, 110mm dia. PVC pipe with insect screen on top.

Size; 8.0 x 3.50 x 3.00m height (internal dimension)

Concrete, type V, SR. 125/m3

Concrete, type V, 155 kg/m3

Rebars (Cut & bent), 188kg/m3

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 12.08 0.00 0.00 m2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Internal Lining, Using Vandex Super 0.00 m2 30.48 Not specified 0.00 m2 16.00 0.00 100.00 #VALUE! Not specified

PVC Water stop 0.00 Lm 38.50 0.00 0.00 Lm 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

200mm thk CHB as Protection Support 0.00 m2 23.65 0.00 0.00 m2 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2.00 Nos. 540.00 1,080.00 2.00 Nr. 5.00 0.40 100.00 20.00 40.00 1,120.00 0.00933% 67.18 11.20 1,198.38 15% 179.76 1,378.14

Stainless Steel steps, dia. 25mm 0.00 Nos. 540.00 0.00 0.00 Nos. 16.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 No. 262.50 0.00 0.00 No. 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand screed to fall 0.00 m2 7.88 0.00 0.00 m2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

132158 Underground Fire Water Tank LS #DIV/0! #DIV/0! #DIV/0! 1,080.00 #DIV/0! 40.00 0.00 #DIV/0! 0.00 1,120.00 0.00933% 67.18 11.20 1,198.38 15% 179.76 1,378.14

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 m3 3.20 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 m3 4.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 m3 10.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 150.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 165.85 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.55 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 10.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 m2 12.08 0.00 0.00 m2 30.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Internal Lining, Using Vandex Super 0.00 m2 30.48 Not specified 0.00 m2 16.00 0.00 100.00 #VALUE! Not specified

PVC Water stop 0.00 Lm 38.50 0.00 0.00 Lm 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

200mm thk CHB as Protection Support 0.00 m2 23.65 0.00 0.00 m2 10.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2.00 Nos. 540.00 1,080.00 2.00 Nr. 5.00 0.40 100.00 20.00 40.00 1,120.00 0.00933% 67.18 11.20 1,198.38 15% 179.76 1,378.14

Stainless Steel steps, dia. 25mm 0.00 Nos. 540.00 0.00 0.00 Nos. 16.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 No. 262.50 0.00 0.00 No. 8.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand screed to fall 0.00 m2 7.88 0.00 0.00 m2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

132160 Underground Pump Room LS #DIV/0! #DIV/0! #DIV/0! 10,814.50 #DIV/0! 403.20 0.00 #DIV/0! 27,557.00 38,774.70 0.32312% 2,326.46 387.74 41,488.90 15% 6,223.34 47,712.24

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Excavation 0.00 M3 19.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Backfilling of soil 0.00 M3 14.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Disposal of Excavated materials 0.00 M3 7.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Blinding Concrete, 100mm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 156.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 2.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Polyethelene Sheet 0.00 M2 1.65 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 7.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 15.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 5.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

RCC Concrete to base & walls. 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type V 0.00 M3 171.20 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Rebars (Cut & bent) 0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 0.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 1.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 3.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 1.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Suspended Solid Slab & roof slab 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 152.25 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks, 4.00m high supports 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.33 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 7.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 3.50 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Water proofing membrane; 2-layers of H2O membrane + 2-coats of primer

Cast Iron Manhole Cover & Frame, 60cm x 60 cm

Air Ventilation, 110mm dia. PVC pipe with insect screen on top.

Size; 20.6 x 3.50 x 3.0m height (internal dimension)

Concrete, type V, SR. 125/m3

Concrete, type V, 155 kg/m3

Rebars (Cut & bent), 188kg/m3

Water proofing membrane; 2-layers of H2O membrane + 2-coats of primer

Cast Iron Manhole Cover & Frame, 60cm x 60 cm

Air Ventilation, 110mm dia. PVC pipe with insect screen on top.

Size; 14.8 x 5.7 x 8.65m height (2-floors)

Concrete, type I, 350Kg/cm2 cement content SR. 145/m3

Rebars (Cut & bent), 182kg/m3

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Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

Parapet Wall 20cm thick 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 12.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.38 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.75 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 5.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.75 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Staircase 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete, type 1 0.00 M3 155.15 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

0.00 KGS 1.73 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Formworks 0.00 M2 15.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Miscellaneous 0.00 M3 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Carpenter 0.00 M3 1.13 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Steelfixer 0.00 M3 2.25 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M3 4.50 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labourer 0.00 M3 2.25 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Concrete Hollow Block 0.00 M2 16.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Horizontal Rebars, 10mm dia. 0.00 KGS 1.71 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 165.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 16.67 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 16.67 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Vapour Barrier 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

150microns, plyethelene sheet 0.00 M2 2.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

External H2O proofing & roof 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

449.00 M2 34.00 15,266.00 15,266.00 0.12722% 915.98 152.66 16,334.64 15% 2,450.20 18,784.84

Internal Lining 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Using Vandex Super 0.00 M2 38.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

PVC Water stop 0.00 Lm 38.50 0.00 0.00 Lm 5.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thick Screed to Roof 0.00 m2 12.00 0.00 0.00 m2 6.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

50mm thick Thermal Insulation to Roof 0.00 m2 15.75 0.00 0.00 m2 2.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Protection Board, 12mm thick 0.00 m2 17.85 0.00 0.00 m2 2.00 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Door D-1, size: 2.00 x 2.50m high 1.00 Nr. 4,850.00 4,850.00 1.00 Nr. 400.00 400.00 5,250.00 0.04375% 315.00 52.50 5,617.50 15% 842.63 6,460.13

Door D-2, size: 2.00 x 2.10m high 1.00 Nr. 4,650.00 4,650.00 1.00 Nr. 375.00 375.00 5,025.00 0.04188% 301.54 50.26 5,376.80 15% 806.52 6,183.32

1.00 Nr. 1,500.00 1,500.00 1,500.00 0.01250% 90.00 15.00 1,605.00 15% 240.75 1,845.75

Aluminum Louvers, size: 1.60 x 1.20m high 1.00 Nr. 4,416.00 4,416.00 4,416.00 0.03680% 264.96 44.16 4,725.12 15% 708.77 5,433.89

Painted Steel handrails, 50mm dia. 14.00 Lm 400.00 5,600.00 5,600.00 0.04667% 336.02 56.00 5,992.02 15% 898.80 6,890.82

Plastering works to received paint m2 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Sand-Cement Mortar 0.00 M3 172.50 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Mason 0.00 M2 20.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 20.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Painting works m2 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

1-Coat of Sealer / Primer 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-coats of Putty 0.00 KGS 1.54 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

2-Coats of Acrylic Paint 0.00 Liters 10.80 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Paintor 0.00 M2 25.00 0.00 100.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

Labour 0.00 M2 75.00 0.00 60.00 #DIV/0! 0.00 0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

250 x 250 x 25mm thk Terrazo tiles 49.00 M2 17.60 862.40 862.40 0.00719% 51.77 8.63 922.80 15% 138.42 1,061.22

Sand-cement grouting & mortar 2.45 M3 165.00 404.25 404.25 0.00337% 24.26 4.04 432.55 15% 64.88 497.43

Mason 49.00 M2 21.67 2.26 100.00 4.61 226.00 226.00 0.00188% 13.54 2.26 241.80 15% 36.27 278.07

Labour 49.00 M2 21.67 2.26 60.00 2.77 135.60 135.60 0.00113% 8.14 1.36 145.10 15% 21.77 166.87

20mm thick Terrazo Skirting 7.00 Lm 6.60 46.20 46.20 0.00039% 2.81 0.47 49.48 15% 7.42 56.90

Sand-Cement Mortar & Grout 0.01 M3 165.00 1.65 1.65 0.00001% 0.07 0.01 1.73 15% 0.26 1.99

Mason 7.00 Lm 27.00 0.26 100.00 3.71 26.00 26.00 0.00022% 1.58 0.26 27.84 15% 4.18 32.02

Labourer 7.00 Lm 27.00 0.26 60.00 2.23 15.60 15.60 0.00013% 0.94 0.16 16.70 15% 2.51 19.21

0.00 0.00000% 0.00 0.00 0.00 15% 0.00 0.00

133 Utility Control Systems 0.00 0.00

133300 Power Control System 0.00 0.00

14 CONVEYING SYSTEM 0.00 0.00

141 Dumbwaiters 0.00 0.00

14100 Manual Dumbwaiters 0.00 0.00

141200 Electrical Dumbwaiters 0.00 0.00

142 ELEVATORS 0.00 0.00

142010 Elevators 0.00 0.00

143 Escalators & Moving Walks 0.00 0.00

143100 Escalators 0.00 0.00

143200 Moving Walks 0.00 0.00

144 Lifts 0.00 0.00

144100 Lifts 0.00 0.00

145 Material Handling Systems 0.00 0.00

145010 Mat. Handling System 0.00 0.00

145500 Conveyors 0.00 0.00

145600 Chutes 0.00 0.00

145800 Tube System 0.00 0.00

Concrete, type 1, SR. 145/m3

Rebars (Cut & bent), 123kg/m3

Rebars (Cut & bent), 178kg/m3

2-layers of H2O membrane + 2-coats of primer

Aluminum windows, size: 3.00 x 0.60m high

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CODE ACTIVITY TENDER MATERIALS LABOUR EQUIPMENT SUB-CON SUBTOTAL WEIGHT % DIRECT COST DRY COST PROFIT TENDER PRICE

CODE ACTIVITY UNIT RATE AMOUNT S.R. QTY UNIT RATE AMOUNT S.R. QTY UNIT RATE / UNIT QTY UNIT RATE QTY UNIT RATE AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. AMOUNT S.R. (%) AMOUNT S.R. AMOUNT S.R.

SITE OH & TEMP. FACIL

Tools & consumables

INDIRECT COST

MARK-UP

PRODUCTIVITY

MDAY (Duration)

MANDAY-RATE

AMOUNT S.R.

AMOUNT S.R.

AMOUNT S.R.

15 Mechanical 0.00 0.00

151 Pipes and Fittings 0.00 0.00

151100 Miscellaneous Fitting 0.00 0.00

151250 Brass Pipe 0.00 0.00

151300 Cast Iron Pipe 0.00 0.00

151400 Copper & Tubing 0.00 0.00

151450 Corrosion Resistant Pipe 0.00 0.00

151500 Glass Pipe 0.00 0.00

151550 Plastic Pipe 0.00 0.00

151600 Stainless Steel Pipe 0.00 0.00

151700 Steel Pipe 0.00 0.00

151500 Grooved-Joint Pipe 0.00 0.00

151850 Prefab Pipe Conduit 0.00 0.00

151900 Pipe Supports / Hangers 0.00 0.00

151950 Valves 0.00 0.00

152 Plumbing Fixtures 0.00 0.00

152100 Fixtures 0.00 0.00

152400 Pumps 0.00 0.00

153 Plimbing Appliances 0.00 0.00

153100 water Appliances 0.00 0.00

154 Fire Protection 0.00 0.00

154100 Fire Systems 0.00 0.00

155 Heating 0.00 0.00

155100 Boilers 0.00 0.00

155200 Boiler Accessories 0.00 0.00

155400 Warm Air System 0.00 0.00

155600 Heating System Accessories 0.00 0.00

156 HVAC Piping Specialties 0.00 0.00

156200 Heat / Cool Piping Misc. 0.00 0.00

156600 Strainers 0.00 0.00

157 Air Conditioning and Ventilation 0.00 0.00

157100 A.C. & vent. Units 0.00 0.00

157200 System Components 0.00 0.00

157400 Accessories 0.00 0.00

157600 Miscellaneous 0.00 0.00

16 Electrical 0.00 0.00

160 Raceways 0.00 0.00

160100 Cable Trays 0.00 0.00

160200 Conduits 0.00 0.00

160500 Ducts 0.00 0.00

161 Conductors and Grounding 0.00 0.00

161100 Conductors 0.00 0.00

161500 Terminations 0.00 0.00

161500 Grounding 0.00 0.00

162 Boxes and Wiring Devices 0.00 0.00

162100 Boxes 0.00 0.00

162300 Wiring Devices 0.00 0.00

163 0.00 0.00

163100 Starters , Controls 0.00 0.00

163200 Boards 0.00 0.00

163300 Switches 0.00 0.00

163500 Motors 0.00 0.00

164 Transformers and Bus Ducts 0.00 0.00

164100 Transformers 0.00 0.00

164200 Bus Duct / Busways 0.00 0.00

164300 Computer Pwr. Supplies 0.00 0.00

165 Power System and Capacitors 0.00 0.00

165100 Power Systems 0.00 0.00

165200 Capacitors 0.00 0.00

166 Lighting 0.00 0.00

166100 Lighting 0.00 0.00

167 Electrical Utilities 0.00 0.00

167100 Electrical Utilities 0.00 0.00

168 Special Systems 0.00 0.00

168100 Special Systems

169 Power Transmission and Distribution

169100 Power Trans. C& Dist. #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Motors , Starters , Boards , Boards and Switches

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0 0.00

0 0.00

0 0.00

0 0.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0 0.00

0.00 0 #DIV/0!

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0 0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0 0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0 0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

23,609.56 0 37.56

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

11,140.70 0 -159.30

0.00

0.00

0.00

0.00

1,979.13 0 -5.87

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

4,263.72 0 -48.28

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

3,410.54 0 0.54

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

47,142.48 -91,056 -91,097.52

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

73,774.69 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0 0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0 0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0 0.00

0 0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

76,974.39 0 -75.61

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

306,551.22 0 -4.78

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

286,571.66 0 -180.34

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

112,833.86 0 6.86

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

139,747.10 0 72.10

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

61,838.13 0 7.13

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

6,006.88 0 0.88

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

12,682.21 0 -7.79

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

17,896.85 0 2.85

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

443,513.65 0 -6.35

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

951,780.12 948,604 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

#VALUE! #VALUE! #VALUE!

#VALUE!

0.00

-7.79

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

42,897.95 0 1.95

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

4,375.53 0 0.53

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

6,996.83 0 4.83

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

974,414.49 0 -177.51

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

14,186.54 0 2.54

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

46,960.40 0 30.40

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

1,925,198.52 0 4,120.52

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

156,115.75 0 -1,693.25

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

35,794.59 0 -229.41

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

13,096.37 0 -61.63

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

5,103.52 0 -26.48

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0 0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 #DIV/0!

0.00

0.00

0.00 #DIV/0!

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

115,514.00 115,514 #DIV/0!

0.00

0.00

0.00

0.00

115,514.00 0 458.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

4,936.75 0 -19.25

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

#VALUE! #VALUE! #VALUE!

0.00

0.00

0.00

0.00

9,959.43 0 -78.57

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0 0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

3,220.12 -2,927 -3,916.88

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

39,783.06 0 -728.94

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

#DIV/0!

8,121.30 0 -278.70

0.00

0.00

17,873.03 0 -126.97

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

2.48 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0 0.00

0.00

0.00

0 0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0 0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0 0.00

0.00

0.00

0.00

0.00

0 0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

17,076.47 1,794 1,767.47

0.00

0.00

0.00

0.00

0.00

0.00

2,662.10 0 -37.90

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

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120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

93,765.60 0 77.60

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

254,865.14 0 390.14

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

48,620.12 48,620 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

407,738.77 0 -825.23

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

44,731.53 0 123.53

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

4,730.40 0 2.40

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

4,741.14 0 5.14

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

128,688.00 0 -188.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

7,278.96 0 -29.04

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0 0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0 0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

53,313.13 0 -894.87

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

167.88 0 -2.12

0.00

0.00

0.00

0.00

1,760.10 0 -39.90

0.00

0.00

0.00

0.00

3,687.28 0 -12.72

0.00

0.00

0.00

0.00

0.00

0.00

0.00

325.74 0 -4.26

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

2,868.79 0 -17.21

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

196,630.16 0 -244.84

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

101,595.09 0 -779.91

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

Page 178: Cost Analysis

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178/322 document.xls04/17/2023

SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 #DIV/0!

0.00

0.00

0.00

0.00 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 #DIV/0!

0.00

0.00

0.00 #DIV/0!

0.00

0.00

0.00

Page 179: Cost Analysis

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Page 180: Cost Analysis

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

38,167.07 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Page 181: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

Page 182: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

Page 183: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

1,378.14 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Page 184: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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184/322 document.xls04/17/2023

SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

1,378.14 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

47,712.46 0 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Page 185: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Page 186: Cost Analysis

Cost Analysis Breakdown(RUHMANIA CENTER BLDG - AL KHOBAR)

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SUB-TOTAL

120,000.00 720,000 12,000,000.00

TOOLS & EQUIPT

SITE OH & TEMP. FACIL

#VALUE! #VALUE!

Page 187: Cost Analysis

BOQ-Civil-7F.xlsCIVPages 187 of 9

Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : CIVIL - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTAL

A CIVIL WORKS

I Mobilization

1 Site Preparation & temporary site facilities. LS 1 244,462 244,462.00

Total amount of Mobilization carried to Summary 244,462.00

II SITE WORKSa. Earthworks

1 LS 1 161,671 161,671.00

2 LS 1 49,231 49,231.00

3 M2 1,979 9 17,811.00

4 M3 91 26 2,366.00

5 M3 59 26 1,534.00

6 LS 1 10,952 10,952.00

7 Cutting/chipping of concrete piles @ around 400mm high. Ea. 144 196 28,224.00

Ls 1 19,557 19,557.00

c. Paving and Surfacing

1 M2 893 27 24,111.00

2 M2 635 10 6,350.00

3 M2 284 89 25,276.00

4 LM 452 26 11,752.00

5 LM 98 47 4,606.00

6 Ea. 21 292 6,132.00

7 Parking line 150mm wide for basement and open parking areas. LM 244 23 5,612.00

8 Traffic flow arrow markings (standard). LM 292 46 13,432.009 Non-shrink grout for pile caps. No. 144 52 7,488.00

ITEM No.

Three equipped site offices are requires (one for Owner's engineer, another one for Consultant engineer and last one for Contractor engineer) with all necessary utilities.

Excavation for building raft foundation and pile cap (around 500mm depth) and disposal of unsuitable materials offsite.

Backfilling to sides of pile cap and retaining wall including sand backfilling up to subgrade level, compacted to 95% of max. relative density for sand. Material must be cleaned sand approved by the consultant.

Marl fill material 200mm thick underneath raft foundation, compacted to 95% of its max. dry density (100mm width extension beyond external walling is considered).

Sand backfill 200mm thick underneath concrete screed walkway at basement area, compacted to 95% of its max. relative density.

Sand backfilling for meter room at basement area, compacted to 95% of its max. relative density.

Termite control (under all lean concrete to be used above the soil in all the site).

b. Dewatering (for elevator shaft @ basement)

Throwing water in municipality rain drainage line is required and the item must be under contractor's responsibility.

(Work to include all the required tests according to GSBC specifications).

Asphalt concrete 120mm thick for parking area, applied on 70mm & 50mm layer complete with MC-1 primer and tack coat.

Base course material 200mm thick as sub-base underneath asphalt, compacted to 100% of its maximum dry density.

Interlock paver tiles for sidewalk and walkway on the East side (to include 100mm thick concrete screed).

Precast curbstone 500 x 300 x 150mm thick for walkway at basement area.

Precast curbstone 500 x 300 x 150mm thick for sidewalk and walkway at ground area (including excavation, backfilling, compaction, plain concrete bedding; all for a complete job).

Precast curbstone (wheel stopper) 1500 x 300 x 150mm thick for ground parking area.

Page 188: Cost Analysis

BOQ-Civil-7F.xlsCIVPages 188 of 9

Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : CIVIL - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

Total amount of Site works carried to Summary 396,105.00

III BUILDING WORKS.

1 M3 274 262 71,788.00

2 M3 123 364 44,772.00

3 R.C. pile cap, Fc=5000 psi. M3 464 701 325,264.00

4 M3 692 502 347,384.00

5 M3 143 916 130,988.00

6 M3 72 902 64,944.00

7 M3 23 838 19,274.00

8 R.C. shear wall for elevator, Fc=4500 psi M3 207 863 178,641.00

9 R.c. shear wall for main stairways, Fc=4500 psi. M3 126 863 108,738.00

10 R.C. columns, Fc=5000 psi. M3 534 1,061 566,574.00

11 R.C. main & service stairways, Fc=4500 psi. M3 69 870 60,030.00

12 R.C. slab, Fc=4500 psi

a M3 18 901 16,218.00

b M3 69 826 56,994.00

c M3 27 535 14,445.00

d Entry/ Exit ramp 200mm thick for basement parking M3 13 525 6,825.00e R.C. slab 100mm thick for basement walkway @ elevation - 0.70. M3 46 442 20,332.00

13 M2 11,491 232 2,665,912.00

14 R.C. beam, Fc=4500 psia R.C. grade beam for fence. M3 4.2 770 3,234.00b R.C. beam of ribbed slab. M3 1,302 971 1,264,242.00

c R.C. lintel beam on top of doors/windows. M3 6 989 5,934.00

d M3 9.50 848 8,056.00

Total amount of Building work carried to Summary 5,980,589.00

IV PRE-CAST EXTERNAL R.C. WALL PANELS1 M2 3,806 373 1,419,638.00

(Work to include formworks and Gr. 60 reinforcing bars. All rebars from and below ground floor shall be use regular rebars in lieu of epoxy-coated reinforcing bars).

Lean concrete 100mm thk. below raft foundation, pile caps, retaining walls, footings and grade slab, Fc=2500 psi.

Screed concrete 50mm thk. above waterproof membrane layer of raft foundation and pile cap, Fc=2500 psi

R.C. Raft foundation with thickness as shown on the drawing, Fc=5000 psi.

R.C. Retaining wall and water storage tank wall @ basement, Fc=4500 psi.

R.C. retaining walls and footings on the North and South sections (perimeter fence and plant box), Fc= 4500 psi.

R.C. wall partitions inside the building and for the metal room walling @ basement area, Fc=4500 psi.

Suspended slab 150mm thick on portion of open parking area and roof of machine room.

Suspended slab 200mm thick for driveway/walkway along East/West elevation and @ elevator roof top.

R.C. stair steps and slab 150mm thick for walkway of North and South arcades.

Ribbed slab 400mm thick with polystyrene block (density if 22Kg/m3)

R.C. beam 200mm thick to serve as parking wall in open parking area.

Supply, delivery and installation of precast walls @ 200mm thick with insulation, exposed light aggregate finish with horizontal strip grooves and simple decorative design. Manufacturer subject to approval by Consultant.

Page 189: Cost Analysis

BOQ-Civil-7F.xlsCIVPages 189 of 9

Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : CIVIL - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

2 M2 457 589 269,173.00

Total amount of Pre-cast external R.C. Wall Panels carried to Summary 1,688,811.00

V WATER-PROOFING AND MOISTURE PROTECTION

(All materials are subject to approval by Consultant)

1 M2 3,420 3 10,260.00

2 M2 521 7 3,647.00

3 M2 272 94 25,568.00

4 M2 298 94 28,012.00

5 Water-Proofing works to wet area of suspended slab M2 481 42 20,202.00

6 M2 3,502 94 329,188.00

7 M2 1,088 18 19,584.00

8 Waterstop @ 270mm width. LM 258 52 13,416.009 M2 118 46 5,428.00

10 Waterproofing works (cementitious type) inside the septic tank. M2 109 46 5,014.00

11 M2 227 18 4,086.00

12

a. Lightweight concrete to make slopes M2 1,730 22 38,060.00b M2 1,775 22 39,050.00

c M2 1,730 31 53,630.00

d Vapor barrier 200 microns as separator M2 1,775 3 5,325.00e Ga. 22 galvanized steel flashing LM 333 17 5,661.00f Wooden cant strip LM 333 18 5,994.00g Joint sealer LM 333 20 6,660.00h Aggregate surface finish 12-20mm dia. @ 50mm thick M2 1,050 7 7,350.00I M2 683 30 20,490.00

Total amount of Water proofing & moisture protection carried to Summary 646,625.00

VI DOORS AND WINDOWSa. Doors.

Notes -

1

Supply, delivery and installation of colored metallic finish aluminum cladding panels & strips (ALUCOBOND or approved equal) as per drawing details. Manufacturer subject to approval by Consultant.

Vapor barrier 200 microns below raft foundation, pile caps, footings, ramp, walkways and slabs on grade.

Bituminuous damp-proofing protection (2 coats) on concrete surface in direct contact with the ground.

Liquid asphalt bituminous water-proof paint protection on top of basement slab underneath the driveway and parking area.

External water-proof paint protection on top of basement slab underneath arcade walkways and walkway on the East side.

Water-Proofing using Liquid type in lieu of membrane 4mm thick @ 2 layers for bottom and sides of raft foundation, pile caps and external sides of basement retaining wall.

Water-Proofing membrane protection layer 6mm thick for sides of raft foundation, pile caps and external sides of basement retaining wall.

Waterproofing works (cementitious type) inside the water storage tank).

Screed Protection for waterproofing works in both the water storage & septic tanks

Water proofing works to roof deck, machine room and canopies.

Water-proofing membrane 4mm thick including 150mm high on walls.

Polyurethane board insulation 50mm thick with density of 30Kg/m3 (Roofmate of approved equal).

Cement roof tile 400 x 400 x 40mm thick which shall be laid loose (as per drawing detail).

Work includes supply of lockset, hardware and door stopper including door closer for main entrance doors of all major rooms.

Page 190: Cost Analysis

BOQ-Civil-7F.xlsCIVPages 190 of 9

Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : CIVIL - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

2

3

1.) Glass Doors

1 D-1 Ea. 1 147,425 147,425.002 D-1A Ea. 2 3,675 7,350.003 D-1B Ea. 1 5,805 5,805.004 D-2 Ea. 2 23,584 47,168.005 D-2A Ea. 8 22,423 179,384.00

2.) Aluminum Doors1 Maintenance Access Door for Pipe Chase

a. 600 x 1800 - D/13 Ea. 6 1,413 8,478.00b. 800 x 2100 - D/6 Ea. 8 1,597 12,776.00

3.) Metal Doors.

1 D-3 Ea. 19 4,984 94,696.002 D-4 Ea. 4 1,960 7,840.003 D-8A Ea. 3 5,118 15,354.004 D-9 Ea. 36 2,038 73,368.00

4.) Wooden Doors1 D-5 Ea. 84 6,042 507,528.002 D-7 Ea. 14 6,863 96,082.003 D/12 (Maintenace Access Door for Pipe Chase) Ea. 48 1,810 86,880.00

5.) Toilet Doors.1 D-10 Ea. 72 2,004 144,288.00

b. WindowsNotes:

1

2 Glazing for main entrance shall be curtain wall glazing.

3 Frame for glazing shall be colored powder coated.

1 W/1F - Not included door Ea. 1 10,255 10,255.00

2 W/1R - Not included door Ea. 1 29,845 29,845.00

3 W/1B - Not included door Ea. 4 12,246 48,984.00

4 W/1C Ea. 2 5,651 11,302.00

5 W-2 Ea. 4 18,462 73,848.00

6 W-3 Ea. 4 4,516 18,064.00

7 W-4 Ea. 4 16,187 64,748.00

8 W-5 Ea. 2 27,653 55,306.00

All service doors exposed to outside shall be colored powder coated aluminum type.

All internal doors shall be fire rated (Class II per ASTM-E-84) laminated from Wilson Art (www.wilsonart.com). Inquire from K.S.A. authorized dealers. Color to be selected later.

All window glazing shall be double tempered glass colored reflective finish, K-LITE 1.8 U value, from Saudi American glass (reflective outside, clear inside with low-E, obscured type for toilet). External windows shall be alternate openable awning & fixed type, location to be decided.

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Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : CIVIL - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

9 W-5A Ea. 2 29,845 59,690.00

10 W-6 Ea. 2 65,207 130,414.00

11 W-7 Ea. 8 14,703 117,624.00

12 W-8 Ea. 16 2,433 38,928.00

13 W-9 Ea. 4 1,622 6,488.00

14 W-10 Ea. 2 5,541 11,082.00

15 W-11 Ea. 4 26,164 104,656.0016 W-12 Ea. 14 2,152 30,128.0017 W-13 Ea. 4 28,588 114,352.0018 W-14 Ea. 4 193,967 775,868.0019 W-15 Ea. 4 173,092 692,368.0020 W-16 Ea. 4 60,272 241,088.0021 W-17 Ea. 4 53,785 215,140.0022 W-18 Ea. 4 17,433 69,732.0023 W-19 Ea. 12 2,027 24,324.0024 W-19A Ea. 4 2,027 8,108.0025 W-20 Ea. 2 12,838 25,676.0026 W-21 Ea. 10 1,824 18,240.0027 W-21A Ea. 6 1,880 11,280.0028 W-22 Ea. 2 13,987 27,974.0029 W-23 Ea. 2 2,654 5,308.0030 W-26 Ea. 1 2,211 2,211.00

c. See-thru Window Shutter for GF Shops.

1 W-2 Ea. 2 34,778 69,556.002 W-4 Ea. 4 25,397 101,588.003 W-5 Ea. 2 34,249 68,498.004 W-5A Ea. 2 47,723 95,446.005 W-6 Ea. 2 111,810 223,620.00

Total amount of Doors & windows carried to Summary 5,036,161.00

VII MASONRY WORKS

1 M2 57 99 5,643.00

2 M2 4,348 50 217,400.00

3 M2 448 39 17,472.00

4 M2 169 46 7,774.00

5 M2 1,054 46 48,484.00

Total amount of masonry works carried to Summary 296,773.00

(To be electrically and manually operated. Head room box section details for shutter to be provided during construction)

(Height of internal CHB walls was considered from finish floor level to 100mm above ceiling level for rentable spaces including internal walls of toilets. External toilet perimeter walls, tea rooms, meter rooms etc. @ full height)

CHB 200 x 400 x 300 mm thick with insulation for machine room and stairway at roof deck.

CHB 200 x 400 x 200mm thick for building wall partition, parapet etc.

CHB 200 x 400 x 100 mm thick for water-proofing protection of basement wall and pile cap

CHB 200 x 400 x 150 mm thick for fence, plant box and false wall.

CHB 200 x 400 x 150mm thick for pipe chase area and stairway guard rail

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Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : CIVIL - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

VIII GYPSUM BOARDS.

1 M2 2,158 117 252,486.00

2 M2 1,154 137 158,098.00

3 M2 547 91 49,777.00

Total amount of Gypsum boards system carried to Summary 460,361.00

IX FINISHES

a. Plastering(To include all accessories required for a complete job).1 M2 6,014 22 132,308.00

2 M2 3,768 27 101,736.00

3 M2 122 20 2,440.00

4 M2 2,471 25 61,775.00

Note

b. Floor FinishesNotes:

*

*

*

Gypsum double wall partition @ 150mm thick with noise insulation @ 50DB. Partition height considered was 100mm above ceiling height.

Gypsum board ceiling 12mm thick supported with metal furring channel including decorative, curved and step ceiling design (as per drawing details)

Gypsum board single wall 12mm thick with metal stud supports wherever applicable

(To include underscreed for leveling and slope wherever required for a complete installation).

Plastering works to building CHB wall partition and stairway guard rails.

Plastering works to building CHB wall partitions to include 5 nos. (20 x 20mm) horizontal groove and 100 x 300mm vertical recessed groove (as shown on the drawings) to walls of hallway and corridor from first to sixth floors.

Plastering works to CHB walls for fence (side adjacent to neighbor's property along the East & West not included)

Plastering works to as-built slab ceiling including stair soffit and external ceiling.

Plastering Is not considered for basement retaining wall, elevator shear wall, columns and main stairway shear wall. Contractor is responsible to make the surface of these items to be fair faced finish. Otherwise, they will be plastered without charge.

Hallways and corridors flooring shall be Cercom or Marazzi tiles from Tamimi Al-Mazroui, with a purchase price of SR. 150.00, typical from first to fifth floor.

Steps & riser for main stair shall be granite finish or Cercom or Marrazzi tiles (purchase price shall be SR. 150.00)

Steps & riser for service stair shall be CERvom or Marrazzi tiles from Tamimi Al-Mazouri, with a purchase price of SR. 100.00

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Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : CIVIL - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

1 M2 145 541 78,445.00

2 M2 2,070 541 1,119,870.00

3 M2 2,116 254 537,464.00

4 LM 224 274 61,376.00

5 M2 408 167 68,136.00

6 M2 37 116 4,292.00

7 Floor hardener with epoxy paint finish at basement area. M2 1,575 68 107,100.00

8 M2 108 671 72,468.00

9 Epoxy paint finish for walkway at basement area. M2 264 48 12,672.00

10 Epoxy paint finish for septic tank M2 42 52 2,184.00

11 Smooth concrete screed finish for rentable space of offices M2 7,272 16 116,352.00

c. Wall Finishes1 M2 1,492 107 159,644.00

2 Glazed Ceramic tiles for water storage tank. M2 82 115 9,430.00

3 M2 1,027 587 602,849.00

4 M2 75 587 44,025.00

d. Ceiling Finishes1 M2 9,383 98 919,534.00

2 M2 496 176 87,296.00

3 M2 187 235 43,945.00

4 M2 90 521 46,890.00

1 Granite tile skirting @ 100mm high LM 785 59 46,315.002 Marble tile skirting @ 100 mm high LM 1,184 65 76,960.003 Epoxy paint skirting @ 100mm high. LM 84 17 1,428.004 Epoxy paint skirting for curbstones at basement walkway. LM 452 17 7,684.00

Granite tiles shall be cut to 400 x 400 or 600 x 600 sizes, with floor pattern (3 colors) considering honed, sandblast and polished finish for main entrance and lift lobby (purchase price shall be SR. 350/M2)

Granite tiles with floor pattern considering honed, sandblast and polished finish (purchase price shall be SR. 350/ M2) for arcade walkways and walkway on the East side.

Marble tiles for floors including service stair landing (purchase price shall be SR. 150.00/ M2)

Marble tiles for service stair steps and riser (purchase price shall be SR. 150.00/ LM)

Unglazed ceramic tiles for toilets and tea rooms (purchase price for ceramic tiles shall be SR. 90.00/M2)

Glazed ceramic tiles for water storage tank (purchase price is SR. 50/M2)

Granite strips (100 x 25) with sandblast finish at 30 x 30 granite interval strips for ramps.

Glazed Ceramic tiles for walls of toilet and tea rooms. (purchase price for ceramic tiles for toilets/ tea rooms shall be SR. 50/M2)

Granite tiles for main, lift and service lobbies, hallway and external bldg. Perimeter (below the precast wall panels)

(Walls for main & entrance lobby shall be granite or marble from 400 x 600 or 400 x 800 with pattern of 3 colors considering honed, sandblast and polished finish. Purchase price shall be SR. 350/M2)

Granite tiles for plant box and side wall @ open parking area on the West side. (Purchase price shall be SR. 350/M2)

Decorative acoustical ceiling panels 600 x 600mm supported with T-runners.

Decorative metal ceiling panels 600 x 600mm supported with T-runners

Decorative and step ceiling with cloth paper finish (washable on gypsum board ceiling) for main & service lobbies, lift lobby and mezzanine lift lobby.

External colored aluminum sheeting (ALUCO brand) with metal supports.

e.Skirting (As per schedule of finishes)

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Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : CIVIL - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

Total amount of Finishes carried to Summary 4,524,618.00

X PAINTING WORKS(Painting shall be from SIGMA, HEMPEL or approved equal)

1 M2 7,742 17 131,614.00

2 M2 3,768 18 67,824.00

3 External painting works to machines/stairway room @ rooftop M2 80 20 1,600.00

4 M2 188 17 3,196.00

5 Painting works to as -built slab ceiling including soffit of stairs M2 2,415 20 48,300.00

6 M2 105 48 5,040.00

7 Painting to gypsum board ceiling. M2 1,340 20 26,800.00

8 Painting works to gypsum board wall partition. M2 4,018 17 68,306.00

9 M2 226 29 6,554.00

10 Epoxy paint finish for mechanical rooms and septic tank. M2 92 29 2,668.00

Total amount of Painting works carried to Summary 361,902.00

XI MISCELLANEOUS STEEL AND METAL WORKS.1 Ea 1 28,450 28,450.00

2 Ea 4 13,061 52,244.00

3 LM 137 517 70,829.00

4 LM 66 356 23,496.00

5 LM 81 1,422 115,182.00

6 LM 78 582 45,396.00

7 LM 29 1,422 41,238.00

8 Ea 4 23,502 94,008.00

* Ea 4 15,763 OPTION

9 External lightweight aluminum canopy (as per drawing details) Ea 2 20,691 41,382.00

Internal painting works to inside face of precast wall panels, gypsum board single walling, plastered CHB walls, parapets, stair walls, fair-faced concrete of columns, retaining walls, elevator and stair wall shear walls.

Internal painting works to wall of hallways and corridors to include 5 nos. (20 x 20 mm) horizontal groove and 100 x 300mm vertical recessed groove (as shown on the drawings) from first to sixth floors.

External painting works for fence (side adjacent to neighbor's property on the East & West not included).

Epoxy paint finish to as-built slab ceiling of water storage tank and septic tank.

Epoxy paint finish @ 600mm high for walls and columns at basement area.

See-thru metal sliding door D-11 for basement gate (automatic & manually operated) with guide rails top & bottom, motors and accessories for a complete operating system (7000W x 2400H)

Spiral metal staircase with spray paint finish from ground to mezzanine floor levels.

Handrails for fence @ 500mm high with 65mm dia. pipe and 3-40mm dia. Pipe rails, epoxy spray paint finish (as per drawing details and specifications).

Handrail for walkway along North and South Arcade (as per drawings details).

Handrails for main stairway (600mm high 10mm thk. frameless colored tempered glass panel w/ sandblast strip and a 65mm dia. Stainless handrail as per drawing detail).

Handrail for service stair, brass top 44mm dia. Handrail (as per drawing).

Stainless steel handrail 63mm dia. @ 1.0M height with 12mm tempered glass (as per drawing detail) for the mezzanine floor area.

Colored aluminum cladding, using woven metallic wiremesh fabric, brass finished for round columns @ main entrance including spot lights.

Stainless Steel cladding in lieu of colored aluminum cladding for round columns @ main entrance. (OPTION)

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Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : CIVIL - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

10 Others.a Heavy-duty C.I. Frame and cover for sewage manhole Ea 3 815 2,445.00b Heavy-duty C.I. Frame and cover for sanitary manhole. Ea 2 815 1,630.00c Ea 24 123 2,952.00

Total amount of Miscellaneous steel & metal works carried to Summary 519,252.00

XII SPECIALTIES1 Ea 1 34,968 34,968.00

2 LS 1 54,473 54,473.00

3 LM 68 1,358 92,344.00

4 Toilet countertops (Maromix).

a.) Ea 4 5,476 21,904.00

b.) Ea 12 13,690 164,280.00

c.) For 2 units lavatory @ L=1.70M (as per drawing) Ea 6 2,771 16,626.00d.) For 4 units lavatory @ L=3.05M (as per drawing) Ea 12 4,971 59,652.00

5 Toilet accessories (American standard)a.) Toilet paper holder Ea 64 316 20,224.00b.) Soap holder Ea 42 145 6,090.00c.) Towel bar Ea 8 172 1,376.00d.) Robe hook Ea 56 91 5,096.00e.) Mirror (sizes as per requirement) Ea 26 1,814 47,164.00

6 Window cleaning maintenance equipment LS 1 481,644 481,644.00

7

LS 1 295,664 295,664.00

7.a

LS 1 99,836 Alternative

Total amount of Specialties carried to Summary 1,301,505.00

XIII PASSENGER & FREIGHT ELEVATORS

LS 1 1,055,410 1,055,410.00

a. Passenger Elevator1 Brand: Mitsubishi2 Nos.: 2 nos.3 No. of stops: 94 Rated speed: 105(M/min) / 1.75 (m/sec.)5 No. of passengers: 8 persons / 600 Kgs.

Step irons of stainless steel polyethylene coated for water storage and septic tanks.

Reception counter 1.0M x 3.50M semi-circular with granite finish top and sidings (as per drawings detail).

Waterfall landscape at main lobby to include blockworks, waterproofing, electrical & water supply, drain system and finishes for a complete installation.

Toilet partition (melamine finish) panels & sidings. For quantity of doors (D/10), refer to Doors & Windows.

For single sink @ L=1.95M with cabinet underneath and overhead cabinet (as per drawing).

For double sink @ L=5.0M with cabinet underneath and overhead cabinet (as per drawing).

(Sky stage 500 standard platform @ 4.0M length with Alpha hoist motor from Sky Climber or approved equal)

Supply & installation of Sign Tower (Pylon) with 22 neon panels signboard space w/ lock @ 600mm high c/c, I beam supported @ 1.80m c/c, Aluminum colored metallic cladded finished on both end, including flourescent lightings & ladder rungs, total height is 16.80m high x 3.50m wide, as per your supplied details. Budgetary Price only

Supply & installation of Sign Tower (Pylon) with 22 neon panels signboard space w/ lock @ 400mm high c/c, I beam supported @ 1.80m c/c, Aluminum colored metallic cladded finished on both end, including flourescent lightings & ladder rungs, total height is 11.00m high x 3.00m wide, as an ALTERNATIVE OFFER.

Supply, delivery and installation of 2 units passenger elevator and 1 unit freight elevator as per specifications for a complete operational system

Page 196: Cost Analysis

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Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : CIVIL - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

6 AC-VVVF7 False call canceling car8 Car Signal: CBM - A1109 Hall Position: PIM - A120

10 Elevator Car: Type SE - 11511 Entrance: E30212 Ceiling: SSIIS

b. Freight Elevator (GPSA-IIIL Simplex/Triplex)

1 No. of stops: 82 Capacity: 1350 Kgs.3 Door Type: FE-101-3S4 Operating System: 2BC5 Hall Operation: PIR 811 (9 Floors)

PIR 8910 (Typ. Floor)6 Rated speed: 105(M/min) / 1.75 (m/sec.)7 AC-VVVF

Total amount of Passenger & Freight Elevators 1,055,410.00

22,512,574.00

Page 197: Cost Analysis

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Saudi DesignersEngineering Consultants

17,148,796.05DISCOUNTED OFFER

DIRECT COST DIRECT COST MATL LABOR SUBCON MATL LABOR SUBCON

T/AMOUNT U/RATE U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT

187,500.00 187,500.00 142,500.00 45,000.00 142,500.00 45,000.00 0.00

187,500.00 142,500.00 45,000.00 0.00

124,000.00 124,000.00 124,000.00 0.00 0.00 124,000.00

37,760.00 37,760.00 37,760.00 0.00 0.00 37,760.00

13,853.00 7.00 7.00 0.00 0.00 13,853.00

1,820.00 20.00 20.00 0.00 0.00 1,820.00

1,180.00 20.00 20.00 0.00 0.00 1,180.00

8,400.00 8,400.00 8,400.00 0.00 0.00 8,400.00

21,600.00 150.00 150.00 0.00 21,600.00 0.00

15,000.00 15,000.00 15,000.00 0.00 15,000.00 0.00

18,753.00 21.00 21.00 0.00 0.00 18,753.00

5,080.00 8.00 8.00 0.00 0.00 5,080.00

19,312.00 68.00 56.00 12.00 15,904.00 3,408.00 0.00

9,040.00 20.00 13.00 7.00 5,876.00 3,164.00 0.00

3,528.00 36.00 26.00 10.00 2,548.00 980.00 0.00

4,704.00 224.00 200.00 24.00 4,200.00 504.00 0.00

4,392.00 18.00 15.00 3.00 3,660.00 732.00 0.00

10,220.00 35.00 30.00 5.00 8,760.00 1,460.00 0.005,760.00 40.00 30.00 10.00 4,320.00 1,440.00 0.00

Page 198: Cost Analysis

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Saudi DesignersEngineering Consultants

17,148,796.05DISCOUNTED OFFER

DIRECT COST DIRECT COST MATL LABOR SUBCON MATL LABOR SUBCON

T/AMOUNT U/RATE U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT

304,402.00 45,268.00 48,288.00 210,846.00

51,238.00 187.00 162.00 25.00 44,388.00 6,850.00 0.00

31,980.00 260.00 140.00 120.00 17,220.00 14,760.00 0.00

232,464.00 501.00 404.00 97.00 187,456.00 45,008.00 0.00

248,428.00 359.00 264.00 95.00 182,688.00 65,740.00 0.00

93,665.00 655.00 505.00 150.00 72,215.00 21,450.00 0.00

46,440.00 645.00 505.00 140.00 36,360.00 10,080.00 0.00

13,777.00 599.00 459.00 140.00 10,557.00 3,220.00 0.00

127,719.00 617.00 477.00 140.00 98,739.00 28,980.00 0.00

77,742.00 617.00 477.00 140.00 60,102.00 17,640.00 0.00

404,772.00 758.00 578.00 180.00 308,652.00 96,120.00 0.00

42,918.00 622.00 462.00 160.00 31,878.00 11,040.00 0.00

11,592.00 644.00 509.00 135.00 9,162.00 2,430.00 0.00

40,710.00 590.00 455.00 135.00 31,395.00 9,315.00 0.00

10,314.00 382.00 343.00 39.00 9,261.00 1,053.00 0.00

4,875.00 375.00 335.00 40.00 4,355.00 520.00 0.0014,536.00 316.00 276.00 40.00 12,696.00 1,840.00 0.00

1,907,506.00 166.00 106.00 60.00 1,218,046.00 689,460.00 0.00

2,310.00 550.00 430.00 120.00 1,806.00 504.00 0.00903,588.00 694.00 564.00 130.00 734,328.00 169,260.00 0.00

4,242.00 707.00 562.00 145.00 3,372.00 870.00 0.00

5,757.00 606.00 476.00 130.00 4,522.00 1,235.00 0.00

4,276,573.00 3,079,198.00 1,197,375.00 0.00

1,145,606.00 301.00 301.00 0.00 0.00 1,145,606.00

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Saudi DesignersEngineering Consultants

17,148,796.05DISCOUNTED OFFER

DIRECT COST DIRECT COST MATL LABOR SUBCON MATL LABOR SUBCON

T/AMOUNT U/RATE U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT

217,075.00 475.00 475.00 0.00 0.00 217,075.00

1,362,681.00 0.00 0.00 1,362,681.00

6,840.00 2.00 1.50 0.50 5,130.00 1,710.00 0.00

2,605.00 5.00 3.00 2.00 1,563.00 1,042.00 0.00

19,679.20 72.35 64.35 8.00 17,503.20 2,176.00 0.00

21,560.30 72.35 64.35 8.00 19,176.30 2,384.00 0.00

15,392.00 32.00 25.00 7.00 12,025.00 3,367.00 0.00

253,369.70 72.35 64.35 8.00 225,353.70 28,016.00 0.00

15,232.00 14.00 12.00 2.00 13,056.00 2,176.00 0.00

10,320.00 40.00 30.00 10.00 7,740.00 2,580.00 0.004,130.00 35.00 23.00 12.00 2,714.00 1,416.00 0.00

3,815.00 35.00 23.00 12.00 2,507.00 1,308.00 0.00

3,178.00 14.00 6.00 8.00 1,362.00 1,816.00 0.00

29,410.00 17.00 12.00 5.00 20,760.00 8,650.00 0.0030,175.00 17.00 11.00 6.00 19,525.00 10,650.00 0.00

41,520.00 24.00 22.00 2.00 38,060.00 3,460.00 0.00

3,550.00 2.00 1.50 0.50 2,662.50 887.50 0.004,329.00 13.00 10.00 3.00 3,330.00 999.00 0.004,662.00 14.00 10.00 4.00 3,330.00 1,332.00 0.004,995.00 15.00 12.00 3.00 3,996.00 999.00 0.005,250.00 5.00 4.00 1.00 4,200.00 1,050.00 0.0015,709.00 23.00 15.00 8.00 10,245.00 5,464.00 0.00

495,721.20 414,238.70 81,482.50 0.00

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Saudi DesignersEngineering Consultants

17,148,796.05DISCOUNTED OFFER

DIRECT COST DIRECT COST MATL LABOR SUBCON MATL LABOR SUBCON

T/AMOUNT U/RATE U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT

114,000.00 114,000.00 114,000.00 0.00 0.00 114,000.005,682.90 2,841.45 2,841.45 0.00 0.00 5,682.904,488.75 4,488.75 4,488.75 0.00 0.00 4,488.7536,474.30 18,237.15 18,237.15 0.00 0.00 36,474.30138,715.20 17,339.40 17,339.40 0.00 0.00 138,715.20

6,555.00 1,092.50 1,092.50 0.00 0.00 6,555.009,880.00 1,235.00 1,235.00 0.00 0.00 9,880.00

73,226.00 3,854.00 3,604.00 250.00 68,476.00 4,750.00 0.006,064.00 1,516.00 1,366.00 150.00 5,464.00 600.00 0.0011,874.00 3,958.00 3,658.00 300.00 10,974.00 900.00 0.0056,736.00 1,576.00 1,426.00 150.00 51,336.00 5,400.00 0.00

392,448.00 4,672.00 4,422.00 250.00 371,448.00 21,000.00 0.0074,298.00 5,307.00 4,957.00 350.00 69,398.00 4,900.00 0.0067,200.00 1,400.00 1,250.00 150.00 60,000.00 7,200.00 0.00

111,600.00 1,550.00 350.00 1,200.00 25,200.00 0.00 86,400.00

7,929.65 7,929.65 7,929.65 0.00 0.00 7,929.65

23,078.35 23,078.35 23,078.35 0.00 0.00 23,078.35

37,878.40 9,469.60 9,469.60 0.00 0.00 37,878.40

8,740.00 4,370.00 4,370.00 0.00 0.00 8,740.00

57,106.40 14,276.60 14,276.60 0.00 0.00 57,106.40

13,968.80 3,492.20 3,492.20 0.00 0.00 13,968.80

50,068.80 12,517.20 12,517.20 0.00 0.00 50,068.80

42,767.10 21,383.55 21,383.55 0.00 0.00 42,767.10

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Saudi DesignersEngineering Consultants

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DIRECT COST DIRECT COST MATL LABOR SUBCON MATL LABOR SUBCON

T/AMOUNT U/RATE U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT

46,156.70 23,078.35 23,078.35 0.00 0.00 46,156.70

100,846.30 50,423.15 50,423.15 0.00 0.00 100,846.30

90,956.80 11,369.60 11,369.60 0.00 0.00 90,956.80

30,096.00 1,881.00 1,881.00 0.00 0.00 30,096.00

5,016.00 1,254.00 1,254.00 0.00 0.00 5,016.00

8,569.00 4,284.50 4,284.50 0.00 0.00 8,569.00

80,928.60 20,232.15 20,232.15 0.00 0.00 80,928.6023,301.60 1,664.40 1,664.40 0.00 0.00 23,301.6088,426.00 22,106.50 22,106.50 0.00 0.00 88,426.00599,959.20 149,989.80 149,989.80 0.00 0.00 599,959.20535,389.60 133,847.40 133,847.40 0.00 0.00 535,389.60186,428.00 46,607.00 46,607.00 0.00 0.00 186,428.00166,364.00 41,591.00 41,591.00 0.00 0.00 166,364.0053,922.00 13,480.50 13,480.50 0.00 0.00 53,922.0018,810.00 1,567.50 1,567.50 0.00 0.00 18,810.006,270.00 1,567.50 1,567.50 0.00 0.00 6,270.0019,855.00 9,927.50 9,927.50 0.00 0.00 19,855.0014,107.50 1,410.75 1,410.75 0.00 0.00 14,107.508,721.00 1,453.50 1,453.50 0.00 0.00 8,721.0021,631.50 10,815.75 10,815.75 0.00 0.00 21,631.504,104.00 2,052.00 2,052.00 0.00 0.00 4,104.001,710.00 1,710.00 1,710.00 0.00 0.00 1,710.00

motor header matls door shutter

56,084.68 28,042.34 9,975.00 1,508.13 16,559.21 19,950.00 3,016.26 33,118.4281,911.68 20,477.92 6,650.00 1,154.25 12,673.67 26,600.00 4,617.00 50,694.6855,231.10 27,615.55 9,975.00 1,472.50 16,168.05 19,950.00 2,945.00 32,336.1076,960.94 38,480.47 13,300.00 2,101.88 23,078.59 26,600.00 4,203.76 46,157.18180,310.00 90,155.00 33,250.00 4,750.00 52,155.00 66,500.00 9,500.00 104,310.00

3,912,846.85 821,896.00 69,032.02 3,021,918.83

4,332.00 76.00 56.00 20.00 3,192.00 1,140.00 0.00

165,224.00 38.00 24.00 14.00 104,352.00 60,872.00 0.00

13,440.00 30.00 19.00 11.00 8,512.00 4,928.00 0.00

5,915.00 35.00 22.00 13.00 3,718.00 2,197.00 0.00

36,890.00 35.00 22.00 13.00 23,188.00 13,702.00 0.00

225,801.00 142,962.00 82,839.00 0.00

Page 202: Cost Analysis

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Saudi DesignersEngineering Consultants

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DIRECT COST DIRECT COST MATL LABOR SUBCON MATL LABOR SUBCON

T/AMOUNT U/RATE U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT

194,220.00 90.00 90.00 0.00 0.00 194,220.00

121,170.00 105.00 105.00 0.00 0.00 121,170.00

38,290.00 70.00 70.00 0.00 0.00 38,290.00

353,680.00 0.00 0.00 353,680.00

102,238.00 17.00 7.00 10.00 42,098.00 60,140.00 0.00

79,128.00 21.00 7.00 14.00 26,376.00 52,752.00 0.00

1,830.00 15.00 7.00 8.00 854.00 976.00 0.00

46,949.00 19.00 7.00 12.00 17,297.00 29,652.00 0.00

Page 203: Cost Analysis

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Saudi DesignersEngineering Consultants

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DIRECT COST DIRECT COST MATL LABOR SUBCON MATL LABOR SUBCON

T/AMOUNT U/RATE U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT

60,175.00 415.00 355.00 60.00 51,475.00 8,700.00 0.00

859,050.00 415.00 355.00 60.00 734,850.00 124,200.00 0.00

412,620.00 195.00 155.00 40.00 327,980.00 84,640.00 0.00

47,040.00 210.00 160.00 50.00 35,840.00 11,200.00 0.00

52,224.00 128.00 108.00 20.00 44,064.00 8,160.00 0.00

3,293.00 89.00 69.00 20.00 2,553.00 740.00 0.00

81,900.00 52.00 33.00 19.00 51,975.00 29,925.00 0.00

55,620.00 515.00 435.00 80.00 46,980.00 8,640.00 0.00

9,768.00 37.00 25.00 12.00 6,600.00 3,168.00 0.00

1,680.00 40.00 28.00 12.00 1,176.00 504.00 0.00

87,264.00 12.00 6.00 6.00 43,632.00 43,632.00 0.00

122,344.00 82.00 64.00 18.00 95,488.00 26,856.00 0.00

7,216.00 88.00 68.00 20.00 5,576.00 1,640.00 0.00

462,150.00 450.00 360.00 90.00 369,720.00 92,430.00 0.00

33,750.00 450.00 360.00 90.00 27,000.00 6,750.00 0.00

703,725.00 75.00 75.00 0.00 0.00 703,725.00

66,960.00 135.00 135.00 0.00 0.00 66,960.00

33,660.00 180.00 180.00 0.00 0.00 33,660.00

36,000.00 400.00 400.00 0.00 0.00 36,000.00

35,325.00 45.00 35.00 10.00 27,475.00 7,850.00 0.0059,200.00 50.00 40.00 10.00 47,360.00 11,840.00 0.001,092.00 13.00 10.00 3.00 840.00 252.00 0.005,876.00 13.00 10.00 3.00 4,520.00 1,356.00 0.00

Page 204: Cost Analysis

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Saudi DesignersEngineering Consultants

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DIRECT COST DIRECT COST MATL LABOR SUBCON MATL LABOR SUBCON

T/AMOUNT U/RATE U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT

3,468,077.00 2,011,729.00 616,003.00 840,345.00

100,646.00 13.00 6.00 7.00 46,452.00 54,194.00 0.00

52,752.00 14.00 6.00 8.00 22,608.00 30,144.00 0.00

1,200.00 15.00 6.00 9.00 480.00 720.00 0.00

2,444.00 13.00 6.00 7.00 1,128.00 1,316.00 0.00

36,225.00 15.00 6.00 9.00 14,490.00 21,735.00 0.00

3,885.00 37.00 28.00 9.00 2,940.00 945.00 0.00

20,100.00 15.00 6.00 9.00 8,040.00 12,060.00 0.00

52,234.00 13.00 6.00 7.00 24,108.00 28,126.00 0.00

4,972.00 22.00 15.00 7.00 3,390.00 1,582.00 0.00

2,024.00 22.00 15.00 7.00 1,380.00 644.00 0.00

276,482.00 125,016.00 151,466.00 0.00

22,000.00 22,000.00 18,600.00 3,400.00 18,600.00 3,400.00 0.00

40,400.00 10,100.00 8,100.00 2,000.00 32,400.00 8,000.00 0.00

54,800.00 400.00 400.00 0.00 0.00 54,800.00

18,150.00 275.00 200.00 75.00 13,200.00 4,950.00 0.00

89,100.00 1,100.00 1,100.00 0.00 0.00 89,100.00

35,100.00 450.00 450.00 0.00 0.00 35,100.00

31,900.00 1,100.00 1,100.00 0.00 0.00 31,900.00

75,800.00 18,950.00 1,400.00 300.00 17,250.00 5,600.00 1,200.00 69,000.00

12,710.00 12,710.00

32,000.00 16,000.00 16,000.00 0.00 0.00 32,000.00

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Saudi DesignersEngineering Consultants

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DIRECT COST DIRECT COST MATL LABOR SUBCON MATL LABOR SUBCON

T/AMOUNT U/RATE U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT

1,890.00 630.00 600.00 30.00 1,800.00 90.00 0.001,260.00 630.00 600.00 30.00 1,200.00 60.00 0.002,280.00 95.00 75.00 20.00 1,800.00 480.00 0.00

404,680.00 74,600.00 18,180.00 311,900.00

26,820.00 26,820.00 1,400.00 420.00 25,000.00 1,400.00 420.00 25,000.00

41,780.00 41,780.00 14,544.00 3,636.00 23,600.00 14,544.00 3,636.00 23,600.00

71,400.00 1,050.00 1,050.00 0.00 0.00 71,400.00

16,800.00 4,200.00 4,200.00 0.00 0.00 16,800.00

126,000.00 10,500.00 10,500.00 0.00 0.00 126,000.00

12,750.00 2,125.00 2,125.00 0.00 0.00 12,750.0045,750.00 3,812.50 3,812.50 0.00 0.00 45,750.00

15,488.00 242.00 230.00 12.00 14,720.00 768.00 0.004,662.00 111.00 99.00 12.00 4,158.00 504.00 0.001,056.00 132.00 120.00 12.00 960.00 96.00 0.003,920.00 70.00 58.00 12.00 3,248.00 672.00 0.0036,166.00 1,391.00 1,355.00 36.00 35,230.00 936.00 0.00

388,360.00 388,360.00 388,360.00 0.00 0.00 388,360.00

238,400.00 238,400.00 8,000.00 2,400.00 228,000.00 8,000.00 2,400.00 228,000.00

80,500.00 2,500.00 3,000.00 75,000.00

1,029,352.00 82,260.00 9,432.00 937,660.00

851,000.00 851,000.00 851,000.00 0.00 0.00 851,000.00

Page 206: Cost Analysis

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Saudi DesignersEngineering Consultants

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DIRECT COST DIRECT COST MATL LABOR SUBCON MATL LABOR SUBCON

T/AMOUNT U/RATE U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT

851,000.00 0.00 0.00 851,000.00

17,148,796.05 6,939,667.70 2,319,097.52 7,890,030.8317,148,796.05

Page 207: Cost Analysis

BOQ-Civil-7F.xlsCIVPages 207 of 9

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERP/P COST TOOLS MATL LABOR SUBCON

T/AMOUNT T/AMOUNT U/RATE U/RATE U/RATE

9,374.99 1,875.00

9,374.99 1,875.00

6,199.98 1,240.00

1,888.00 377.60

672.86 138.53

93.73 19.11

60.77 12.39

419.97 83.99

1,074.24 214.56

750.00 150.00

919.79 187.53

273.05 57.15

974.12 195.96

465.56 94.92

176.40 35.28

235.83 47.25

209.84 41.48

499.32 99.28283.68 56.16

Page 208: Cost Analysis

BOQ-Civil-7F.xlsCIVPages 208 of 9

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERP/P COST TOOLS MATL LABOR SUBCON

T/AMOUNT T/AMOUNT U/RATE U/RATE U/RATE

15,197.14 3,051.19

2,561.90 512.38

1,602.69 321.03

11,618.56 2,324.64

12,400.64 2,477.36

4,683.25 936.65

2,321.28 464.40

688.16 137.54

6,390.09 1,277.19

3,889.62 777.42

20,238.60 4,047.72

2,147.97 429.87

580.32 116.10

2,035.50 407.10

516.24 103.14

244.14 48.88725.88 145.36

95,605.12 19,075.06

115.58 23.1045,218.46 9,048.90

211.98 42.42

287.57 57.48

214,083.55 42,773.74

57,432.54 11,494.12 326

Page 209: Cost Analysis

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Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERP/P COST TOOLS MATL LABOR SUBCON

T/AMOUNT T/AMOUNT U/RATE U/RATE U/RATE

10,853.75 2,170.75 326

68,286.29 13,664.87

307.80 68.40

135.46 26.05

979.20 195.84

1,072.80 214.56

784.03 158.73

12,607.20 2,521.44

750.72 152.32

508.26 100.62201.78 40.12

186.39 37.06

156.63 31.78

1,487.80 294.101,526.50 301.75

2,076.00 415.20

159.75 35.50229.77 46.62229.77 46.62256.41 49.95273.00 52.50758.13 150.26

24,687.40 4,939.42

Page 210: Cost Analysis

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Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERP/P COST TOOLS MATL LABOR SUBCON

T/AMOUNT T/AMOUNT U/RATE U/RATE U/RATE

5,700.00 1,140.00 120,000284.16 56.84 2,991224.48 44.90 4,725

1,823.78 364.76 19,1976,935.68 1,387.12 18,252

327.72 65.52 1,150493.92 98.80 1,300

3,660.73 732.07303.20 60.64593.70 118.74

2,836.80 567.36

19,619.88 3,923.643,715.32 743.123,358.56 671.52

5,580.72 1,116.00

396.48 79.30 8,347

1,153.94 230.79 24,293

1,893.92 378.80 9,968

436.96 87.40 4,600

2,855.28 571.04 15,028

698.28 139.64 3,676

2,503.40 500.68 13,176

2,138.28 427.66 22,509

Page 211: Cost Analysis

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Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERP/P COST TOOLS MATL LABOR SUBCON

T/AMOUNT T/AMOUNT U/RATE U/RATE U/RATE

2,307.88 461.58 24,293

5,042.26 1,008.46 53,077

4,547.84 909.60 11,968

1,504.96 300.96 1,980

250.72 50.16 1,320

428.38 85.68 4,510

4,046.44 809.28 21,2971,165.64 233.10 1,7524,421.32 884.28 23,27029,998.04 5,999.60 157,88426,769.60 5,353.92 140,8929,321.40 1,864.28 49,0608,318.20 1,663.64 43,7802,696.12 539.24 14,190940.44 188.04 1,650313.48 62.68 1,650992.74 198.54 10,450705.70 141.10 1,485436.26 87.24 1,530

1,081.58 216.32 11,385205.28 41.06 2,16085.49 17.10 1,800

motor header matls door shutter

2,804.18 560.84 10,500.00 1,587.50 17,430.754,095.48 819.08 7,000.00 1,215.00 13,340.702,761.48 552.30 10,500.00 1,550.00 17,019.003,848.02 769.60 14,000.00 2,212.50 24,293.259,015.46 1,803.10 35,000.00 5,000.00 54,900.00

195,639.58 39,127.12

214.89 42.75

8,217.72 1,652.24

654.08 129.92

288.99 57.46

1,802.34 358.36

11,178.02 2,240.73

Page 212: Cost Analysis

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Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERP/P COST TOOLS MATL LABOR SUBCON

T/AMOUNT T/AMOUNT U/RATE U/RATE U/RATE

9,624.68 1,920.62

6,035.42 1,211.70

1,925.44 382.90

17,585.54 3,515.22

5,172.04 1,022.38

3,881.04 791.28

93.94 18.30

2,322.74 469.49

Page 213: Cost Analysis

BOQ-Civil-7F.xlsCIVPages 213 of 9

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERP/P COST TOOLS MATL LABOR SUBCON

T/AMOUNT T/AMOUNT U/RATE U/RATE U/RATE

3,008.75 601.75

42,952.50 8,590.50

20,673.32 4,126.20

2,343.04 468.16

2,623.44 526.32

165.02 32.93

4,047.75 803.25

2,777.76 555.12

498.96 100.32

82.74 16.38

4,363.20 872.64

6,147.04 1,223.44

358.34 71.34

23,066.42 4,611.23

1,684.50 336.75

35,373.91 7,037.25

3,357.92 669.60

1,683.00 336.60

1,798.20 360.00

1,750.55 353.252,948.16 592.00

57.96 11.76311.88 63.28

Page 214: Cost Analysis

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Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERP/P COST TOOLS MATL LABOR SUBCON

T/AMOUNT T/AMOUNT U/RATE U/RATE U/RATE

173,544.12 34,661.52

5,341.98 1,083.88

2,599.92 527.52

61.60 12.00

129.72 26.32

1,859.55 362.25

198.45 39.90

1,031.80 201.00

2,772.42 562.52

250.86 49.72

102.12 20.24

14,348.42 2,885.35

1,100.01 220.00

2,020.12 404.04

2,737.26 548.00

905.52 180.84

4,451.76 890.19

1,751.88 350.22

1,593.84 318.71

3,789.88 757.96

1,599.98 320.00

Page 215: Cost Analysis

BOQ-Civil-7F.xlsCIVPages 215 of 9

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERP/P COST TOOLS MATL LABOR SUBCON

T/AMOUNT T/AMOUNT U/RATE U/RATE U/RATE

94.41 18.8762.94 12.58

113.28 22.56

20,220.88 4,043.97

1,341.04 268.21

2,088.98 417.80

3,568.64 714.00

839.96 168.00

6,300.12 1,260.00

637.44 127.502,287.32 457.44

773.76 154.88233.94 46.6252.80 10.56

197.12 39.201,808.04 361.66

19,418.01 3,883.60

11,920.04 2,384.01 8,000 2,400 240,000

51,467.21 10,293.48

42,550.02 8,510.00

Page 216: Cost Analysis

BOQ-Civil-7F.xlsCIVPages 216 of 9

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERP/P COST TOOLS MATL LABOR SUBCON

T/AMOUNT T/AMOUNT U/RATE U/RATE U/RATE

42,550.02 8,510.00

858,163.16 171,581.61

Page 217: Cost Analysis

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Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDING

Location

Owner

Subject : ELECTRICAL SYSTEM - BILL OF QUANTITIES.

Document N0.

DESCRIPTION OF WORK UNIT QTY.UNIT RATE TOTAL

GENERAL:

1 ELECTRICAL WORKS

A Lighting Fixtures

F1 No. 227 183 41,541.00

F2 No. 2,666 352 938,432.00

F3 No. 57 752 42,864.00

F4 No. 7 352 2,464.00

F5 No. 10 752 7,520.00

F6 No. 64 401 25,664.00

F7 No. 10 515 5,150.00

F8 No. 34 361 12,274.00

F9 No. 740 193 142,820.00

F10 No. 6 608 3,648.00

F11 No. 17 253 4,301.00

F12 No. 6 875 5,250.00

F13 No. 60 239 14,340.00

F14 No. 6 1,319 7,914.00

F15 No. 6 1,048 6,288.00

F16 No. 4 590 2,360.00

Chandelier (Owner supplied) No. 2 127 254.00

No. 7 168 1,176.00

ITEM No.

All electrical works shall be constructed according to the SASCO and latest NEC Code. Lighting, outlet wiring shall be run under slab in PVC conduit (Saudi EGA or DECODUCT). Size of conduit as indicated. Cable (Saudi Cable, Riyadh Cable) shall be run in duct chase or pipe in wall or in cable tray complete connected for both end with all accessories required. All luminaire, machinery equipment shall be earthed.

Compete connection and installation with wiring conduit, switch and all accessories needed.

Flourescent lamps 1 x 40W for Company Names Directories as requested in Addendum.

Page 218: Cost Analysis

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Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDING

Location

Owner

Subject : ELECTRICAL SYSTEM - BILL OF QUANTITIES.

Document N0.

DESCRIPTION OF WORK UNIT QTY.UNIT RATE TOTAL

ITEM No.

B

1 Socket outlet 127V, 13amp LeGrand or approved equal. No 570 135 76,950.00

2 Same as above but 220V No 528 134 70,752.00

3 Same as item B - 1 but water proof. No 40 182 7,280.00

4 Exhaust fan with operating switch. Ea. 40 145 5,800.00

5 Power supply for basement exhaust system Ea. 2 732 1,464.00

6 Power supply for signing tower Ea. 1 4,080 4,080.00

7 Out door NAMA 3R disconnector switch. Ea. 2 3,454 6,908.00

8 Indoor type disconnector switch Ea. 94 541 50,854.00

9 Lighting contractor panel with push button/photo cell. Ea. 5 2,487 12,435.00

10 EWH power supply with switch. Ea. 28 205 5,740.00

11 A/C outlet 2 Phase 220V with switch. Ea. 2 272 544.00

12 Fire pump power supply with disconnector Ea. 1 4,323 4,323.00

13 Jacky Pump power supply with disconnector Ea. 1 4,136 4,136.00

14 Power supply for domestic water pump with disconnector Ea. 1 2,005 2,005.00

15 Power supply for ATM with disconnector switch. Ea. 1 4,091 4,091.00

16 Power supply for elevator 3 Phase 80A, C.B. including cable Ea. 3 2,535 7,605.00

17 Circuit breaker enclosure 3 x 800A Ea. 1 15,931 15,931.00

18 Circuit breaker enclosure 3 x 300A Ea. 4 10,510 42,040.00

C Telephone system

1 Telephone outlet LeGrand or approved equal Ea 164 289 47,396.00

2 Telephone terminal box Ea 84 874 73,416.00

3 Telephone main distribution box as per drawing Ea 1 35,437 35,437.00

4LS 1 24,250 24,250.00

5 Computer outlet connection terminal box Ea 85 390 33,150.00

6 Computer terminal box Ea 74 5,630 416,620.00

7 TV outlet LeGrand or approved equal Ea 77 285 21,945.00

8 Splitter for 16 Branch Ea 7 774 5,418.00

Equipment complete connection and installation including wiring conduit boxes and all accessories required.

Telephone, TV system and data item includes wiring, conduit boxes and all accessories required.

Telephone PTT connection 3 conduit 4" with 3 cable 100 pair to MDTB

Page 219: Cost Analysis

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Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDING

Location

Owner

Subject : ELECTRICAL SYSTEM - BILL OF QUANTITIES.

Document N0.

DESCRIPTION OF WORK UNIT QTY.UNIT RATE TOTAL

ITEM No.

9

LS 1 6,621 6,621.00

D Fire Detection System

1 Smoke detector Ea. 650 353 229,450.00

2 Heat Detector Ea. 43 275 11,825.00

3 Manual Station Ea. 39 442 17,238.00

4 Fire Alarm Bell Ea. 39 593 23,127.00

5 Fire Alarm control panel Ea. 1 33,129 33,129.00

6 Fire alarm terminal box Ea. 8 475 3,800.00

7 End of riser Ea. 36 47 1,692.00

E Panel Board

1 Branch Panel board as per drawings (GE, Square D or Mitsubishi)

I LPB Ea. 1 7,630 7,630.00

42 Lines

Main: 200A

Branch 150A, 3ph Each 1

Branch 30A, 3ph Each 1

Branch 25A, 3ph Each 2

Branch 20A, 3ph Each 3

Branch 20A, 2ph Each 2

Branch 20A, 1ph Each 3

II LPG1, LPG4 Ea. 2 1,631 3,262.00

24 Lines

Main: 80A

Branch 20A, 2ph Each 3

Branch 20A, 1ph Each 12

III LPG2 Ea. 1 2,237 2,237.00

32 Lines

Main: 100A

Branch 20A, 2ph Each 3

Branch 20A, 1ph Each 14

IV LPG3 Ea. 1 2,237 2,237.00

32 Lines

Main: 80A

Provision for Satellite dish item including civil work, conduiting and wiring

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Saudi DesignersEngineering Consultants

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Subject : ELECTRICAL SYSTEM - BILL OF QUANTITIES.

Document N0.

DESCRIPTION OF WORK UNIT QTY.UNIT RATE TOTAL

ITEM No.

Branch 20A, 2ph Each 3

Branch 20A, 1ph Each 14

V PMG1 Ea. 1 13,895 13,895.00

36 Lines

Main: 300A

Branch 100A, 3ph Each 5

Branch 80A, 3ph Each 2

Branch 50A, 3 ph Each 5

VI PMG4 Ea. 1 13,895 13,895.00

36 Lines

Main: 300A

Branch 80A, 3ph Each 7

Branch 50A, 3ph Each 5

VII PMG2 Ea. 1 14,442 14,442.00

24 Lines

Main: 300A

Branch 100A, 3ph Each 4

Branch 70A, 3ph Each 2

Branch 40A, 3ph Each 2

Branch 100A, 3ph Each 5

VIII PMG3 Ea. 1 11,856 11,856.00

24 Lines

Main: 300A

Branch 100A, 3ph Each 4

Branch 70A, 3ph Each 2

Branch 40A, 3ph Each 2

IX LPSG Ea. 1 3,527 3,527.00

36 Lines

Main: 150A

Branch 40A, 3ph Each 2

Branch 20A, 3ph Each 2

Branch 20A, 1ph Each 20

X LPS1, LPS2 & LPS3, LPS4, LPS5, LPS6 Ea. 6 1,835 11,010.00

24 Lines

Main: 60A

Branch 20A, 3ph Each 2

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Saudi DesignersEngineering Consultants

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Subject : ELECTRICAL SYSTEM - BILL OF QUANTITIES.

Document N0.

DESCRIPTION OF WORK UNIT QTY.UNIT RATE TOTAL

ITEM No.

Branch 20A, 2ph Each 1

Branch 20A, 1ph Each 16

XI LPMZ1, LPMZ4 Ea. 2 1,486 2,972.00

18 Lines

Main: 80A

Branch 20A, 2ph Each 2

Branch 20A, 1ph Each 10

XII LPMZ2 Ea. 1 1,728 1,728.00

24 Lines

Main: 100A

Branch 20A, 2ph Each 4

Branch 20A, 1ph Each 14

XIII LPMZ3 Ea. 1 1,616 1,616.00

24 Lines

Main: 100A

Branch 20A, 2ph Each 3

Branch 20A, 1ph Each 11

XIV Ea. 71 1,675 118,925.00

24 Lines

Main: 60A

Branch 50A, 3ph Each 1

Branch 20A, 3ph Each 1

Branch 20A, 2ph Each 2

Branch 20A, 1ph Each 4

XV LPFF-7, LPFF-9 Ea. 2 1,675 3,350.00

24 Lines

Main: 100A

Branch 60A, 3ph Each 1

Branch 20A, 3ph Each 1

Branch 20A, 2ph Each 2

Branch 20A, 1ph Each 4

LPF1 - LPF12, LPSC1 - LPSC12, LPTH1 - LPTH12, LP4TH1 - LP4TH12, LP6TH1, 2, 3, 4, 5, 6, 8, 10, 11, 12, 13. LPFF1 - LPFF12

Page 222: Cost Analysis

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Saudi DesignersEngineering Consultants

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Subject : ELECTRICAL SYSTEM - BILL OF QUANTITIES.

Document N0.

DESCRIPTION OF WORK UNIT QTY.UNIT RATE TOTAL

ITEM No.

XVI LPB Ea. 1 3,051 3,051.00

36 Lines

Main: 3 x 200

Branch 50A, 3ph Each 1

Branch 30A, 3ph Each 1

Branch 20A, 3ph Each 4

Branch 25A, 3ph Each 1

Branch 20A, 2ph Each 3

Branch 20A, 1ph Each 2

XVII PPSR Ea. 1 16,598 16,598.00

44 Lines

Main: 400A

Branch 80A, 3ph Each 5

Branch 50A, 3ph Each 10

Branch 30A, 2ph Each 2

Branch 20A, 1ph Each 3

2 Main Service Panel Ea. 1 28,801 28,801.00

Main 800A

Branches 400A 2 Nos.

200A 1 No.

150A 1No.

60A 6 Nos.

3

SBI CB 3 x 100 Each 4 Ea. 1 16,633 16,633.00

CB 3 x 80 Each 1

CB 3 x 50 Each 5

SB2 CB 3 x 50 Each 17 Ea. 1 21,418 21,418.00

SB3 CB 3 x 100 Each 2 Ea. 1 20,749 20,749.00

CB 3 x 80 Each 1

CB 3 x 50 Each 13

SB4 CB 3 x 80 Each 3 Ea. 1 21,892 21,892.00

CB 3 x 50 Each 15

SB5 CB 3 x 80 Each 2 Ea. 1 18,571 18,571.00

CB 3 x 50 Each 9

Switch Board located at roof outdoor type stand type (GE, SquareD or Mitsubishi)

Page 223: Cost Analysis

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Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDING

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Subject : ELECTRICAL SYSTEM - BILL OF QUANTITIES.

Document N0.

DESCRIPTION OF WORK UNIT QTY.UNIT RATE TOTAL

ITEM No.

SB6 CB 3 x 50 Each 15 Ea. 1 20,275 20,275.00

SB7 CB 3 x 80 Each 3 Ea. 1 19,800 19,800.00

CB 3 x 50 Each 11

F Cables

F1

4 x 240, 35M2 G LM 100 236 23,600.00

4 x 120, 35M2 G LM 80 186 14,880.00

4 x 150, 35M2 G LM 120 197 23,640.00

4 x 35, 35M2 G LM 3,980 95 378,100.00

4 x 70, 35M2 G LM 26 127 3,302.00

4 x 95, 35M2 G LM 45 140 6,300.00

4 x 25, 35M2 G LM 15 91 1,365.00

4 x 16, 10M2 G LM 150 79 11,850.00

F2

4 x 35M2 G LM 480 69 33,120.00

4 x 25M2 G LM 1,290 59 76,110.00

4 x 16M2 G LM 1,840 42 77,280.00

G Grounding System

Ea. 7 4,447 31,129.00

Supply and installation through PVC conduit cable tray complete connection (Riyadh Cable or Saudi Cable)

Supply and installation through PVC conduit cable tray complete connection for A/C unit at roof

16mm dia. 3M length grounding rod complete installation with accessories required.

Page 224: Cost Analysis

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Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDING

Location

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Subject : ELECTRICAL SYSTEM - BILL OF QUANTITIES.

Document N0.

DESCRIPTION OF WORK UNIT QTY.UNIT RATE TOTAL

ITEM No.

Total amount of Electrical works carried to Summary 3,652,758.00

Page 225: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 225 of 7

Saudi DesignersEngineering Consultants

135,639.65 27,127.93 2,712,793.09

INDIRECT COSTCHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

41,541.00 1.27 32,663.03 143.89 6.78 1.36 0.00500% 30,815.25 135.75

938,432.00 1.27 738,402.02 276.97 13.06 2.61 0.00963% 696,625.80 261.30

42,864.00 1.27 33,768.51 592.43 27.94 5.59 0.02060% 31,857.30 558.90

2,464.00 1.27 1,938.79 276.97 13.06 2.61 0.00963% 1,829.10 261.30

7,520.00 1.27 5,924.30 592.43 27.94 5.59 0.02060% 5,589.00 558.90

25,664.00 1.27 20,187.52 315.43 14.88 2.98 0.01097% 19,044.48 297.57

5,150.00 1.27 4,051.30 405.13 19.11 3.82 0.01409% 3,822.00 382.20

12,274.00 1.27 9,651.92 283.88 13.39 2.68 0.00987% 9,105.54 267.81

142,820.00 1.27 112,317.20 151.78 7.16 1.43 0.00528% 105,960.60 143.19

3,648.00 1.27 2,873.22 478.87 22.58 4.52 0.01665% 2,710.62 451.77

4,301.00 1.27 3,384.70 199.10 9.39 1.88 0.00692% 3,193.11 187.83

5,250.00 1.27 4,134.24 689.04 32.50 6.50 0.02396% 3,900.24 650.04

14,340.00 1.27 11,295.60 188.26 8.88 1.78 0.00655% 10,656.00 177.60

7,914.00 1.27 6,232.92 1,038.82 49.01 9.80 0.03613% 5,880.06 980.01

6,288.00 1.27 4,949.40 824.90 38.92 7.78 0.02869% 4,669.20 778.20

2,360.00 1.27 1,857.16 464.29 21.91 4.38 0.01615% 1,752.00 438.00

254.00 1.27 199.24 99.62 4.69 0.94 0.00346% 187.98 93.99

1,176.00 1.27 927.50 132.50 6.25 1.25 0.00461% 875.00 125.00

Page 226: Cost Analysis

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Saudi DesignersEngineering Consultants

135,639.65 27,127.93 2,712,793.09

INDIRECT COSTCHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

76,950.00 1.27 60,716.40 106.52 5.02 1.00 0.00370% 57,285.00 100.50

70,752.00 1.27 55,730.40 105.55 4.98 1.00 0.00367% 52,572.96 99.57

7,280.00 1.27 5,720.00 143.00 6.74 1.35 0.00497% 5,396.40 134.91

5,800.00 1.27 4,576.80 114.42 5.40 1.08 0.00398% 4,317.60 107.94

1,464.00 1.27 1,152.50 576.25 27.18 5.44 0.02004% 1,087.26 543.63

4,080.00 1.27 3,212.88 3,212.88 151.55 30.31 0.11173% 3,031.02 3,031.02

6,908.00 1.27 5,439.96 2,719.98 128.30 25.66 0.09459% 5,132.04 2,566.02

50,854.00 1.27 40,037.42 425.93 20.09 4.02 0.01481% 37,771.08 401.82

12,435.00 1.27 9,789.95 1,957.99 92.36 18.47 0.06809% 9,235.80 1,847.16

5,740.00 1.27 4,528.16 161.72 7.62 1.52 0.00562% 4,272.24 152.58

544.00 1.27 427.96 213.98 10.09 2.02 0.00744% 403.74 201.87

4,323.00 1.27 3,404.21 3,404.21 160.57 32.11 0.11838% 3,211.53 3,211.53

4,136.00 1.27 3,256.35 3,256.35 153.60 30.72 0.11324% 3,072.03 3,072.03

2,005.00 1.27 1,579.13 1,579.13 74.49 14.90 0.05492% 1,489.74 1,489.74

4,091.00 1.27 3,221.21 3,221.21 151.94 30.39 0.11202% 3,038.88 3,038.88

7,605.00 1.27 5,988.45 1,996.15 94.16 18.83 0.06942% 5,649.48 1,883.16

15,931.00 1.27 12,543.77 12,543.77 591.69 118.34 0.43622% 11,833.74 11,833.74

42,040.00 1.27 33,101.12 8,275.28 390.34 78.07 0.28778% 31,227.48 7,806.87

47,396.00 1.27 37,341.16 227.69 10.74 2.15 0.00792% 35,227.20 214.80

73,416.00 1.27 57,804.60 688.15 32.46 6.49 0.02393% 54,532.80 649.20

35,437.00 1.27 27,903.10 27,903.10 1,316.18 263.24 0.97035% 26,323.68 26,323.68

24,250.00 1.27 19,094.30 19,094.30 900.67 180.13 0.66402% 18,013.50 18,013.50

33,150.00 1.27 26,124.75 307.35 14.50 2.90 0.01069% 24,645.75 289.95

416,620.00 1.27 328,057.54 4,433.21 209.12 41.82 0.15417% 309,487.98 4,182.27

21,945.00 1.27 17,304.98 224.74 10.61 2.12 0.00782% 16,324.77 212.01

5,418.00 1.27 4,267.27 609.61 28.76 5.75 0.02120% 4,025.70 575.10

Page 227: Cost Analysis

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Saudi DesignersEngineering Consultants

135,639.65 27,127.93 2,712,793.09

INDIRECT COSTCHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

6,621.00 1.27 5,213.08 5,213.08 245.90 49.18 0.18129% 4,918.00 4,918.00

229,450.00 1.27 180,609.00 277.86 13.10 2.62 0.00966% 170,391.00 262.14

11,825.00 1.27 9,320.68 216.76 10.23 2.05 0.00754% 8,792.64 204.48

17,238.00 1.27 13,566.54 347.86 16.41 3.28 0.01210% 12,798.63 328.17

23,127.00 1.27 18,214.95 467.05 22.03 4.41 0.01624% 17,183.79 440.61

33,129.00 1.27 26,086.21 26,086.21 1,230.48 246.10 0.90717% 24,609.63 24,609.63

3,800.00 1.27 2,989.12 373.64 17.62 3.52 0.01299% 2,820.00 352.50

1,692.00 1.27 1,322.64 36.74 1.74 0.35 0.00128% 1,247.40 34.65

7,630.00 1.27 6,008.17 6,008.17 283.41 56.68 0.20894% 5,668.08 5,668.08

3,262.00 1.27 2,569.18 1,284.59 60.59 12.12 0.04467% 2,423.76 1,211.88

2,237.00 1.27 1,761.73 1,761.73 83.11 16.62 0.06127% 1,662.00 1,662.00

2,237.00 1.27 1,761.73 1,761.73 83.11 16.62 0.06127% 1,662.00 1,662.00

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Saudi DesignersEngineering Consultants

135,639.65 27,127.93 2,712,793.09

INDIRECT COSTCHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

13,895.00 1.27 10,941.12 10,941.12 516.10 103.22 0.38049% 10,321.80 10,321.80

13,895.00 1.27 10,941.12 10,941.12 516.10 103.22 0.38049% 10,321.80 10,321.80

14,442.00 1.27 11,371.90 11,371.90 536.41 107.28 0.39547% 10,728.21 10,728.21

11,856.00 1.27 9,335.24 9,335.24 440.34 88.07 0.32464% 8,806.83 8,806.83

3,527.00 1.27 2,777.10 2,777.10 131.00 26.20 0.09658% 2,619.90 2,619.90

11,010.00 1.27 8,671.62 1,445.27 68.17 13.63 0.05026% 8,180.82 1,363.47

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Saudi DesignersEngineering Consultants

135,639.65 27,127.93 2,712,793.09

INDIRECT COSTCHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

2,972.00 1.27 2,340.50 1,170.25 55.21 11.04 0.04070% 2,208.00 1,104.00

1,728.00 1.27 1,360.49 1,360.49 64.17 12.83 0.04731% 1,283.49 1,283.49

1,616.00 1.27 1,272.76 1,272.76 60.03 12.01 0.04426% 1,200.72 1,200.72

118,925.00 1.27 93,655.39 1,319.09 62.22 12.44 0.04587% 88,354.53 1,244.43

3,350.00 1.27 2,638.18 1,319.09 62.22 12.44 0.04587% 2,488.86 1,244.43

Page 230: Cost Analysis

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Saudi DesignersEngineering Consultants

135,639.65 27,127.93 2,712,793.09

INDIRECT COSTCHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

3,051.00 1.27 2,402.50 2,402.50 113.33 22.67 0.08355% 2,266.50 2,266.50

16,598.00 1.27 13,069.04 13,069.04 616.47 123.29 0.45449% 12,329.28 12,329.28

28,801.00 1.27 22,677.73 22,677.73 1,069.71 213.94 0.78864% 21,394.08 21,394.08

16,633.00 1.27 13,096.64 13,096.64 617.77 123.55 0.45545% 12,355.32 12,355.32

21,418.00 1.27 16,864.37 16,864.37 795.49 159.10 0.58647% 15,909.78 15,909.78

20,749.00 1.27 16,337.95 16,337.95 770.66 154.13 0.56817% 15,413.16 15,413.16

21,892.00 1.27 17,237.99 17,237.99 813.12 162.62 0.59947% 16,262.25 16,262.25

18,571.00 1.27 14,622.66 14,622.66 689.75 137.95 0.50852% 13,794.96 13,794.96

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Saudi DesignersEngineering Consultants

135,639.65 27,127.93 2,712,793.09

INDIRECT COSTCHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

20,275.00 1.27 15,964.33 15,964.33 753.03 150.61 0.55517% 15,060.69 15,060.69

19,800.00 1.27 15,590.71 15,590.71 735.41 147.08 0.54218% 14,708.22 14,708.22

23,600.00 1.27 18,568.00 185.68 8.76 1.75 0.00646% 17,517.00 175.17

14,880.00 1.27 11,700.00 146.25 6.90 1.38 0.00509% 11,037.60 137.97

23,640.00 1.27 18,613.20 155.11 7.31 1.46 0.00539% 17,560.80 146.34

378,100.00 1.27 297,823.40 74.83 3.53 0.71 0.00260% 280,948.20 70.59

3,302.00 1.27 2,592.20 99.70 4.71 0.94 0.00347% 2,445.30 94.05

6,300.00 1.27 4,973.85 110.53 5.21 1.04 0.00384% 4,692.60 104.28

1,365.00 1.27 1,078.05 71.87 3.39 0.68 0.00250% 1,017.00 67.80

11,850.00 1.27 9,303.00 62.02 2.93 0.59 0.00216% 8,775.00 58.50

33,120.00 1.27 25,977.60 54.12 2.55 0.51 0.00188% 24,508.80 51.06

76,110.00 1.27 59,649.60 46.24 2.18 0.44 0.00161% 56,269.80 43.62

77,280.00 1.27 61,069.60 33.19 1.56 0.31 0.00115% 57,628.80 31.32

31,129.00 1.27 24,510.78 3,501.54 165.17 33.03 0.12177% 23,123.38 3,303.34

Page 232: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 232 of 7

Saudi DesignersEngineering Consultants

135,639.65 27,127.93 2,712,793.09

INDIRECT COSTCHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

3,652,758.00 2,875,534.59 2,712,793.09777,223.41 2,875,534.59 2,712,793.09

27.03%

Page 233: Cost Analysis

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Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERMATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

69.75 66.00 0.00 15,833.25 14,982.00 0.00 1,539.06 308.72 75.00

195.30 66.00 0.00 520,669.80 175,956.00 0.00 34,817.96 6,958.26 210.00

492.90 66.00 0.00 28,095.30 3,762.00 0.00 1,592.58 318.63 530.00

195.30 66.00 0.00 1,367.10 462.00 0.00 91.42 18.27 210.00

492.90 66.00 0.00 4,929.00 660.00 0.00 279.40 55.90 530.00

231.57 66.00 0.00 14,820.48 4,224.00 0.00 952.32 190.72 249.00

316.20 66.00 0.00 3,162.00 660.00 0.00 191.10 38.20 340.00

201.81 66.00 0.00 6,861.54 2,244.00 0.00 455.26 91.12 217.00

77.19 66.00 0.00 57,120.60 48,840.00 0.00 5,298.40 1,058.20 83.00

361.77 90.00 0.00 2,170.62 540.00 0.00 135.48 27.12 389.00

121.83 66.00 0.00 2,071.11 1,122.00 0.00 159.63 31.96 131.00

584.04 66.00 0.00 3,504.24 396.00 0.00 195.00 39.00 628.00

111.60 66.00 0.00 6,696.00 3,960.00 0.00 532.80 106.80 120.00

890.01 90.00 0.00 5,340.06 540.00 0.00 294.06 58.80 957.00

688.20 90.00 0.00 4,129.20 540.00 0.00 233.52 46.68 740.00

372.00 66.00 0.00 1,488.00 264.00 0.00 87.64 17.52 400.00

39.99 54.00 0.00 79.98 108.00 0.00 9.38 1.88 43.00

100.00 25.00 0.00 700.00 175.00 0.00 43.75 8.75

Page 234: Cost Analysis

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Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERMATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

46.50 54.00 0.00 26,505.00 30,780.00 0.00 2,861.40 570.00 50.00

45.57 54.00 0.00 24,060.96 28,512.00 0.00 2,629.44 528.00 49.00

80.91 54.00 0.00 3,236.40 2,160.00 0.00 269.60 54.00 87.00

53.94 54.00 0.00 2,157.60 2,160.00 0.00 216.00 43.20 58.00

363.63 180.00 0.00 727.26 360.00 0.00 54.36 10.88 391.00

2,338.02 693.00 0.00 2,338.02 693.00 0.00 151.55 30.31 2,514.00

1,873.02 693.00 0.00 3,746.04 1,386.00 0.00 256.60 51.32 2,014.00

347.82 54.00 0.00 32,695.08 5,076.00 0.00 1,888.46 377.88 374.00

1,499.16 348.00 0.00 7,495.80 1,740.00 0.00 461.80 92.35 1,612.00

98.58 54.00 0.00 2,760.24 1,512.00 0.00 213.36 42.56 106.00

147.87 54.00 0.00 295.74 108.00 0.00 20.18 4.04 159.00

2,716.53 495.00 0.00 2,716.53 495.00 0.00 160.57 32.11 2,921.00

2,577.03 495.00 0.00 2,577.03 495.00 0.00 153.60 30.72 2,771.00

1,039.74 450.00 0.00 1,039.74 450.00 0.00 74.49 14.90 1,118.00

2,246.88 792.00 0.00 2,246.88 792.00 0.00 151.94 30.39 2,416.00

1,685.16 198.00 0.00 5,055.48 594.00 0.00 282.48 56.49 1,812.00

10,153.74 1,680.00 0.00 10,153.74 1,680.00 0.00 591.69 118.34 10,918.00

6,936.87 870.00 0.00 27,747.48 3,480.00 0.00 1,561.36 312.28 7,459.00

148.80 66.00 0.00 24,403.20 10,824.00 0.00 1,761.36 352.60 160.00

223.20 426.00 0.00 18,748.80 35,784.00 0.00 2,726.64 545.16 240.00

20,623.68 5,700.00 0.00 20,623.68 5,700.00 0.00 1,316.18 263.24 22,176.00

15,763.50 2,250.00 0.0015,763.50 2,250.00 0.00 900.67 180.13 16,950.00

199.95 90.00 0.00 16,995.75 7,650.00 0.00 1,232.50 246.50 215.00

3,942.27 240.00 0.00 291,727.98 17,760.00 0.00 15,474.88 3,094.68 4,239.00

146.01 66.00 0.00 11,242.77 5,082.00 0.00 816.97 163.24 157.00

437.10 138.00 0.00 3,059.70 966.00 0.00 201.32 40.25 470.00

Page 235: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 235 of 7

Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERMATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

2,418.00 2,500.00 0.002,418.00 2,500.00 0.00 245.90 49.18 2,600.00

184.14 78.00 0.00 119,691.00 50,700.00 0.00 8,515.00 1,703.00 198.00

126.48 78.00 0.00 5,438.64 3,354.00 0.00 439.89 88.15 136.00

250.17 78.00 0.00 9,756.63 3,042.00 0.00 639.99 127.92 269.00

350.61 90.00 0.00 13,673.79 3,510.00 0.00 859.17 171.99 377.00

21,009.63 3,600.00 0.00 21,009.63 3,600.00 0.00 1,230.48 246.10 22,591.00

232.50 120.00 0.00 1,860.00 960.00 0.00 140.96 28.16 250.00

4.65 30.00 0.00 167.40 1,080.00 0.00 62.64 12.60 5.00

4,888.08 780.00 0.00 4,888.08 780.00 0.00 283.41 56.68 5,256.00

851.88 360.00 0.00 1,703.76 720.00 0.00 121.18 24.24 916.00

1,302.00 360.00 0.00 1,302.00 360.00 0.00 83.11 16.62 1,400.00

1,302.00 360.00 0.00 1,302.00 360.00 0.00 83.11 16.62 1,400.00

Page 236: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 236 of 7

Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERMATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

9,541.80 780.00 0.00 9,541.80 780.00 0.00 516.10 103.22 10,260.00

9,541.80 780.00 0.00 9,541.80 780.00 0.00 516.10 103.22 10,260.00

9,948.21 780.00 0.00 9,948.21 780.00 0.00 536.41 107.28 10,697.00

8,026.83 780.00 0.00 8,026.83 780.00 0.00 440.34 88.07 8,631.00

2,259.90 360.00 0.00 2,259.90 360.00 0.00 131.00 26.20 2,430.00

1,003.47 360.00 0.00 6,020.82 2,160.00 0.00 409.02 81.78 1,079.00

Page 237: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 237 of 7

Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERMATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

744.00 360.00 0.00 1,488.00 720.00 0.00 110.42 22.08 800.00

923.49 360.00 0.00 923.49 360.00 0.00 64.17 12.83 993.00

840.72 360.00 0.00 840.72 360.00 0.00 60.03 12.01 904.00

884.43 360.00 0.00 62,794.53 25,560.00 0.00 4,417.62 883.24 951.00

884.43 360.00 0.00 1,768.86 720.00 0.00 124.44 24.88 951.00

Page 238: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 238 of 7

Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERMATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

1,906.50 360.00 0.00 1,906.50 360.00 0.00 113.33 22.67 2,050.00

11,249.28 1,080.00 0.00 11,249.28 1,080.00 0.00 616.47 123.29 12,096.00

19,954.08 1,440.00 0.00 19,954.08 1,440.00 0.00 1,069.71 213.94 21,456.00

11,275.32 1,080.00 0.00 11,275.32 1,080.00 0.00 617.77 123.55 12,124.00

14,829.78 1,080.00 0.00 14,829.78 1,080.00 0.00 795.49 159.10 15,946.00

14,333.16 1,080.00 0.00 14,333.16 1,080.00 0.00 770.66 154.13 15,412.00

15,182.25 1,080.00 0.00 15,182.25 1,080.00 0.00 813.12 162.62 16,325.00

12,714.96 1,080.00 0.00 12,714.96 1,080.00 0.00 689.75 137.95 13,672.00

Page 239: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 239 of 7

Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERMATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

13,980.69 1,080.00 0.00 13,980.69 1,080.00 0.00 753.03 150.61 15,033.00

13,628.22 1,080.00 0.00 13,628.22 1,080.00 0.00 735.41 147.08 14,654.00

157.17 18.00 0.00 15,717.00 1,800.00 0.00 876.00 175.00 169.00

119.97 18.00 0.00 9,597.60 1,440.00 0.00 552.00 110.40 129.00

128.34 18.00 0.00 15,400.80 2,160.00 0.00 877.20 175.20 138.00

58.59 12.00 0.00 233,188.20 47,760.00 0.00 14,049.40 2,825.80 63.00

79.05 15.00 0.00 2,055.30 390.00 0.00 122.46 24.44 85.00

89.28 15.00 0.00 4,017.60 675.00 0.00 234.45 46.80 96.00

55.80 12.00 0.00 837.00 180.00 0.00 50.85 10.20 60.00

46.50 12.00 0.00 6,975.00 1,800.00 0.00 439.50 88.50 50.00

39.06 12.00 0.00 18,748.80 5,760.00 0.00 1,224.00 244.80 42.00

31.62 12.00 0.00 40,789.80 15,480.00 0.00 2,812.20 567.60 34.00

22.32 9.00 0.00 41,068.80 16,560.00 0.00 2,870.40 570.40 24.00

2,732.34 571.00 0.00 19,126.38 3,997.00 0.00 1,156.19 231.21 2,938.00

Page 240: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 240 of 7

Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERMATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

2,072,101.09 640,692.00 0.00 135,608.04 27,133.46

Page 241: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 241 of 7

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERLABOR SUBCON

U/RATE U/RATE

66.00

66.00

66.00

66.00

66.00

66.00

66.00

66.00

66.00

90.00

66.00

66.00

66.00

90.00

90.00

66.00

54.00

Page 242: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 242 of 7

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERLABOR SUBCON

U/RATE U/RATE

54.00

54.00

54.00

54.00

180.00

693.00

693.00

54.00

348.00

54.00

54.00

495.00

495.00

450.00

792.00

198.00

1,680.00

870.00

66.00

426.00

5,700.00

2,250.00

90.00

240.00

66.00

138.00

Page 243: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 243 of 7

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERLABOR SUBCON

U/RATE U/RATE

2,500.00

78.00

78.00

78.00

90.00

3,600.00

120.00

30.00

780.00

360.00

360.00

360.00

Page 244: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 244 of 7

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERLABOR SUBCON

U/RATE U/RATE

780.00

780.00

780.00

780.00

360.00

360.00

Page 245: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 245 of 7

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERLABOR SUBCON

U/RATE U/RATE

360.00

360.00

360.00

360.00

360.00

Page 246: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 246 of 7

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERLABOR SUBCON

U/RATE U/RATE

360.00

1,080.00

1,440.00

1,080.00

1,080.00

1,080.00

1,080.00

1,080.00

Page 247: Cost Analysis

BOQ-Electrical-7F.xls/ELEPages 247 of 7

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERLABOR SUBCON

U/RATE U/RATE

1,080.00

1,080.00

18.00

18.00

18.00

12.00

15.00

15.00

12.00

12.00

12.00

12.00

9.00

571.00

Page 248: Cost Analysis

BOQ-Plumbing-7F.xls/PLUPages 248 of 3

Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : PLUMBING SYSTEM - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORKUNIT QTY

UNIT RATE TOTAL

1 PLUMBING WORKS

Drawing Nos. AKP-501 to AKP-510A

Drawing Nos. AKP-511 to AKP-519

Scope of Work:

Note:

a.

1 Western water closet (WWC) No. 38 1460.5 55,499.00

2 Eastern Water Closet (EWC) No. 30 2413.2667 72,398.00

3 Wash Basin (WB) No. 68 954.0621 64,876.22

4 Kitchen Sink (Double Bowl) (KS) No. 12 1573.022 18,876.26

5 Kitchen Sink (Single Bowl) (KS) No. 4 1374.8004 5,499.20

6 Slop Sink (SS) No. 12 4674.3366 56,092.04

NOTE: Counter top WB and KS are specified in Civil BOQ

b.

1 50mm Dia. LM 140 44.7548 6,265.67

2 75mm Dia. LM 25 71.6153 1,790.38

3 63mm Dia LM 33 61.3918 2,025.93

4 32mm Dia. LM 268 35.814 9,598.15

5 25mm Dia LM 40 24.2951 971.80

6 20mm Dia. LM 296 21.7424 6,435.75

7 15mm Dia. LM 128 20.4597 2,618.84

c. Hotwater Pipe & fittings (CPVC, Sch. 80, ASTM F-441, SAPPCO)

1 15mm Dia. LM 66 37.0967 2,448.38

2 20mm Dia. LM 132 39.6367 5,232.04

ITEM No.

Supply, install and test of complete plumbing accessories, pipes & fittings, excavation, backfilling, isolation, valves and other related works to have satisfactory operation of the whole system

All plumbing materials and equipment to be submitted for approval prior installation

Sanitary Fixtures (American Standard) & Fittings, complete with mixer, flush system, isolation valves and all required accessories

Potable water pipes & fitting (PVC, Sch. 80, ASTM D1785, SAPPCO)

Page 249: Cost Analysis

BOQ-Plumbing-7F.xls/PLUPages 249 of 3

Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : PLUMBING SYSTEM - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORKUNIT QTY

UNIT RATE TOTALITEM No.

d. Electric Water Heater (Lochinvar)

1 100 Liters Capacity Set 12 1560.2458 18,722.95

2 80 Liters capacity Set 16 1529.5499 24,472.80

3 50 Liters capacity Set 6 1529.5499 9,177.30

e. Water Hammer Arrester (1/2" Dia.) - Watts. No. 44 149.6314 6,583.78

f. Perennial Spray with Vaccum Breaker (1/2" Dia.) - Grohe No. 68 438.658 29,828.74

g. Valves & Fittings.

1) Gate Valves, Bronze/Steel 150 PSIG Rating (NIBCO)

75mm Dia., Flange Type, steel No. 1 971.9564 971.96

50mm Dia., Threaded Type, bronze No. 10 269.8369 2,698.37

32mm Dia, Threaded type, bronze No. 47 175.2092 8,234.83

20mm Dia., Threaded type, bronze No. 9 98.4758 886.28

15mm Dia., Threaded type, bronze No. 2 83.1342 166.27

2) 20mm Dia., Hose Bib No. 6 72.898 437.39

3) 50mm Dia, Foot valve with Strainer, Threaded, Bronze Set. 1 124.0536 124.05

4) Watermeter complete with isolation valves and piping, 50mm Dia. Set. 1 3316.1605 3,316.16

5) Float valve, 50mm Dia. Bronze Set. 4 406.6921 1,626.77

h. Set 1 26933.4234 26,933.42

I. Roof water tank, 5m3 capacity, Fiber Glass (Al Zamil) set 4 3632.0476 14,528.19

j. Sanitary Sewer System

1

200mm Dia. LM 30 152.1841 4,565.52

150mm Dia. LM 89 122.7709 10,926.61

100mm Dia. LM 810 74.1807 60,086.37

75mm Dia. LM 327 61.3918 20,075.12

63mm Dia. LM 100 53.7083 5,370.83

50mm Dia. LM 170 38.3794 6,524.50

40mm Dia. LM 136 34.5313 4,696.26

Cold water pump set (Duplex type, 65GPM @ 100 PSIG head, 5KW/230V/3Ph/60Hz) complete with standard accessories, including control panel, pressure tank, gate valves, check valves and associated piping and electrical connections.

Pipes and fittings (PVC, Sch. 40, ASTM 2665, Type DWV, SAPPCO)

Page 250: Cost Analysis

BOQ-Plumbing-7F.xls/PLUPages 250 of 3

Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : PLUMBING SYSTEM - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORKUNIT QTY

UNIT RATE TOTALITEM No.

2 Vent Cowl (SAPPCO)

100mm Dia. No. 7 354.2538 2,479.78

75mm Dia. No. 2 327.3933 654.79

3 Floor Drain (Zum)

100mm Dia. No. 5 547.37 2,736.85

50mm Dia. No. 66 448.8815 29,626.18

4 Roof Drain (Zum)

75mm Dia. No. 8 493.6617 3,949.29

5 Floor Clean Out (Zum)

100mm Dia. No. 31 533.2984 16,532.25

75mm Dia. No. 12 479.5774 5,754.93

50mm Dia. No. 14 422.021 5,908.29

6 Clean Out (Zum)

200mm Dia. No. 1 1099.8454 1,099.85

150mm Dia. No. 2 844.0674 1,688.13

100mm Dia. No. 7 447.6242 3,133.37

k. set 1 8622.284 8,622.28

l. Trench drain (300 x 300 x 33,000 LG) including steel grating. set 2 575.4878 1,150.98

Sump pump, duplex, submersible, 30 GPM at 10 PSIG,1/2HP, 220V, 60Hz, complete with accessories including gate valves, check valves, control panel & wiring level switches and associated piping and electrical connections.

Page 251: Cost Analysis

BOQ-Plumbing-7F.xls/PLUPages 251 of 3

Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : PLUMBING SYSTEM - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORKUNIT QTY

UNIT RATE TOTALITEM No.

Total amount of Plumbing works carried to Summary 654,919.10

Page 252: Cost Analysis

BOQ-Plumbing-7F.xls/PLUPages 252 of 3

Saudi DesignersEngineering Consultants

24,324.47 4,864.89 486,489.30INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

55,499.00 1.27 43,700.00 1,150.00 54.25 10.85 0.22301% 41,226.20 1,084.90

72,398.00 1.27 57,006.30 1,900.21 89.63 17.93 0.36849% 53,779.50 1,792.65

64,876.22 1.27 51,083.64 751.23 35.44 7.09 0.14568% 48,191.60 708.70

18,876.26 1.27 14,863.20 1,238.60 58.42 11.68 0.24019% 14,022.00 1,168.50

5,499.20 1.27 4,330.08 1,082.52 51.06 10.21 0.20992% 4,085.00 1,021.25

56,092.04 1.27 44,166.96 3,680.58 173.61 34.72 0.71374% 41,667.00 3,472.25

6,265.67 1.27 4,933.60 35.24 1.66 0.33 0.00683% 4,655.00 33.25

1,790.38 1.27 1,409.75 56.39 2.66 0.53 0.01094% 1,330.00 53.20

2,025.93 1.27 1,595.22 48.34 2.28 0.46 0.00937% 1,504.80 45.60

9,598.15 1.27 7,557.60 28.20 1.33 0.27 0.00547% 7,128.80 26.60

971.80 1.27 765.20 19.13 0.90 0.18 0.00371% 722.00 18.05

6,435.75 1.27 5,067.52 17.12 0.81 0.16 0.00332% 4,780.40 16.15

2,618.84 1.27 2,062.08 16.11 0.76 0.15 0.00312% 1,945.60 15.20

2,448.38 1.27 1,927.86 29.21 1.38 0.28 0.00566% 1,818.30 27.55

5,232.04 1.27 4,119.72 31.21 1.47 0.29 0.00605% 3,887.40 29.45

Page 253: Cost Analysis

BOQ-Plumbing-7F.xls/PLUPages 253 of 3

Saudi DesignersEngineering Consultants

24,324.47 4,864.89 486,489.30INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

18,722.95 1.27 14,742.48 1,228.54 57.95 11.59 0.23824% 13,908.00 1,159.00

24,472.80 1.27 19,269.92 1,204.37 56.81 11.36 0.23355% 18,179.20 1,136.20

9,177.30 1.27 7,226.22 1,204.37 56.81 11.36 0.23355% 6,817.20 1,136.20

6,583.78 1.27 5,184.08 117.82 5.56 1.11 0.02285% 4,890.60 111.15

29,828.74 1.27 23,487.20 345.40 16.29 3.26 0.06698% 22,157.80 325.85

971.96 1.27 765.32 765.32 36.10 7.22 0.14841% 722.00 722.00

2,698.37 1.27 2,124.70 212.47 10.02 2.00 0.04120% 2,004.50 200.45

8,234.83 1.27 6,484.12 137.96 6.51 1.30 0.02675% 6,117.05 130.15

886.28 1.27 697.86 77.54 3.66 0.73 0.01504% 658.35 73.15

166.27 1.27 130.92 65.46 3.09 0.62 0.01269% 123.50 61.75

437.39 1.27 344.40 57.40 2.71 0.54 0.01113% 324.90 54.15

124.05 1.27 97.68 97.68 4.61 0.92 0.01894% 92.15 92.15

3,316.16 1.27 2,611.15 2,611.15 123.17 24.63 0.50635% 2,463.35 2,463.35

1,626.77 1.27 1,280.92 320.23 15.11 3.02 0.06210% 1,208.40 302.10

26,933.42 1.27 21,207.42 21,207.42 1,000.35 200.07 4.11253% 20,007.00 20,007.00

14,528.19 1.27 11,439.52 2,859.88 134.90 26.98 0.55459% 10,792.00 2,698.00

4,565.52 1.27 3,594.90 119.83 5.65 1.13 0.02324% 3,391.50 113.05

10,926.61 1.27 8,603.63 96.67 4.56 0.91 0.01875% 8,116.80 91.20

60,086.37 1.27 47,312.10 58.41 2.76 0.55 0.01133% 44,631.00 55.10

20,075.12 1.27 15,807.18 48.34 2.28 0.46 0.00937% 14,911.20 45.60

5,370.83 1.27 4,229.00 42.29 1.99 0.40 0.00820% 3,990.00 39.90

6,524.50 1.27 5,137.40 30.22 1.43 0.29 0.00586% 4,845.00 28.50

4,696.26 1.27 3,697.84 27.19 1.28 0.26 0.00527% 3,488.40 25.65

Page 254: Cost Analysis

BOQ-Plumbing-7F.xls/PLUPages 254 of 3

Saudi DesignersEngineering Consultants

24,324.47 4,864.89 486,489.30INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

2,479.78 1.27 1,952.58 278.94 13.16 2.63 0.05409% 1,842.05 263.15

654.79 1.27 515.58 257.79 12.16 2.43 0.04999% 486.40 243.20

2,736.85 1.27 2,155.00 431.00 20.33 4.07 0.08358% 2,033.00 406.60

29,626.18 1.27 23,327.70 353.45 16.67 3.33 0.06854% 22,007.70 333.45

3,949.29 1.27 3,109.68 388.71 18.34 3.67 0.07538% 2,933.60 366.70

16,532.25 1.27 13,017.52 419.92 19.81 3.96 0.08143% 12,280.65 396.15

5,754.93 1.27 4,531.44 377.62 17.81 3.56 0.07323% 4,275.00 356.25

5,908.29 1.27 4,652.20 332.30 15.67 3.13 0.06444% 4,389.00 313.50

1,099.85 1.27 866.02 866.02 40.85 8.17 0.16794% 817.00 817.00

1,688.13 1.27 1,329.24 664.62 31.35 6.27 0.12888% 1,254.00 627.00

3,133.37 1.27 2,467.22 352.46 16.63 3.33 0.06835% 2,327.50 332.50

8,622.28 1.27 6,789.20 6,789.20 320.25 64.05 1.31656% 6,404.90 6,404.90

1,150.98 1.27 906.28 453.14 21.37 4.27 0.08787% 855.00 427.50

Page 255: Cost Analysis

BOQ-Plumbing-7F.xls/PLUPages 255 of 3

Saudi DesignersEngineering Consultants

24,324.47 4,864.89 486,489.30INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

654,919.10 515,684.35 486,489.30139,234.75 515,684.35 486,489.30

27.00%

Page 256: Cost Analysis

BOQ-Plumbing-7F.xls/PLUPages 256 of 3

Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERMATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

913.90 171.00 0.00 34,728.20 6,498.00 0.00 2,061.50 412.30 962.00

1,621.65 171.00 0.00 48,649.50 5,130.00 0.00 2,688.90 537.90 1,707.00

560.50 148.20 0.00 38,114.00 10,077.60 0.00 2,409.92 482.12 590.00

997.50 171.00 0.00 11,970.00 2,052.00 0.00 701.04 140.16 1,050.00

850.25 171.00 0.00 3,401.00 684.00 0.00 204.24 40.84 895.00

3,301.25 171.00 0.00 39,615.00 2,052.00 0.00 2,083.32 416.64 3,475.00

16.15 17.10 0.00 2,261.00 2,394.00 0.00 232.40 46.20 17.00

30.40 22.80 0.00 760.00 570.00 0.00 66.50 13.25 32.00

22.80 22.80 0.00 752.40 752.40 0.00 75.24 15.18 24.00

9.50 17.10 0.00 2,546.00 4,582.80 0.00 356.44 72.36 10.00

6.65 11.40 0.00 266.00 456.00 0.00 36.00 7.20 7.00

4.75 11.40 0.00 1,406.00 3,374.40 0.00 239.76 47.36 5.00

3.80 11.40 0.00 486.40 1,459.20 0.00 97.28 19.20 4.00

10.45 17.10 0.00 689.70 1,128.60 0.00 91.08 18.48 11.00

11.40 18.05 0.00 1,504.80 2,382.60 0.00 194.04 38.28 12.00

Page 257: Cost Analysis

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Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERMATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

1,045.00 114.00 0.00 12,540.00 1,368.00 0.00 695.40 139.08 1,100.00

1,022.20 114.00 0.00 16,355.20 1,824.00 0.00 908.96 181.76 1,076.00

1,022.20 114.00 0.00 6,133.20 684.00 0.00 340.86 68.16 1,076.00

99.75 11.40 0.00 4,389.00 501.60 0.00 244.64 48.84 105.00

314.45 11.40 0.00 21,382.60 775.20 0.00 1,107.72 221.68 331.00

699.20 22.80 0.00 699.20 22.80 0.00 36.10 7.22 736.00

183.35 17.10 0.00 1,833.50 171.00 0.00 100.20 20.00 193.00

118.75 11.40 0.00 5,581.25 535.80 0.00 305.97 61.10 125.00

61.75 11.40 0.00 555.75 102.60 0.00 32.94 6.57 65.00

50.35 11.40 0.00 100.70 22.80 0.00 6.18 1.24 53.00

42.75 11.40 0.00 256.50 68.40 0.00 16.26 3.24 45.00

75.05 17.10 0.00 75.05 17.10 0.00 4.61 0.92 79.00

2,440.55 22.80 0.00 2,440.55 22.80 0.00 123.17 24.632,569.00

285.00 17.10 0.00 1,140.00 68.40 0.00 60.44 12.08 300.00

0.00 0.00 0.00

18,772.00 1,235.00 0.00 18,772.00 1,235.00 0.00 1,000.35 200.07 19,760.00

2,223.00 475.00 0.00 8,892.00 1,900.00 0.00 539.60 107.92 2,340.00

78.85 34.20 0.00 2,365.50 1,026.00 0.00 169.50 33.90 83.00

57.00 34.20 0.00 5,073.00 3,043.80 0.00 405.84 80.99 60.00

32.30 22.80 0.00 26,163.00 18,468.00 0.00 2,235.60 445.50 34.00

22.80 22.80 0.00 7,455.60 7,455.60 0.00 745.56 150.42 24.00

17.10 22.80 0.00 1,710.00 2,280.00 0.00 199.00 40.00 18.00

11.40 17.10 0.00 1,938.00 2,907.00 0.00 243.10 49.30 12.00

8.55 17.10 0.00 1,162.80 2,325.60 0.00 174.08 35.36 9.00

Page 258: Cost Analysis

BOQ-Plumbing-7F.xls/PLUPages 258 of 3

Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERMATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

206.15 57.00 0.00 1,443.05 399.00 0.00 92.12 18.41 217.00

186.20 57.00 0.00 372.40 114.00 0.00 24.32 4.86 196.00

349.60 57.00 0.00 1,748.00 285.00 0.00 101.65 20.35 368.00

276.45 57.00 0.00 18,245.70 3,762.00 0.00 1,100.22 219.78 291.00

309.70 57.00 0.00 2,477.60 456.00 0.00 146.72 29.36 326.00

339.15 57.00 0.00 10,513.65 1,767.00 0.00 614.11 122.76 357.00

299.25 57.00 0.00 3,591.00 684.00 0.00 213.72 42.72 315.00

256.50 57.00 0.00 3,591.00 798.00 0.00 219.38 43.82 270.00

760.00 57.00 0.00 760.00 57.00 0.00 40.85 8.17 800.00

570.00 57.00 0.00 1,140.00 114.00 0.00 62.70 12.54 600.00

275.50 57.00 0.00 1,928.50 399.00 0.00 116.41 23.31 290.00

5,169.90 1,235.00 0.00 5,169.90 1,235.00 0.00 320.25 64.05 5,442.00

356.25 71.25 0.00 712.50 142.50 0.00 42.74 8.54 375.00

Page 259: Cost Analysis

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Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERMATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

385,857.70 100,631.60 0.00 24,328.93 4,866.12

Page 260: Cost Analysis

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Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERLABOR SUBCON

U/RATE U/RATE

180.00

180.00

156.00

180.00

180.00

180.00

18.00

24.00

24.00

18.00

12.00

12.00

12.00

18.00

19.00

Page 261: Cost Analysis

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Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERLABOR SUBCON

U/RATE U/RATE

120.00

120.00

120.00

12.00

12.00

24.00

18.00

12.00

12.00

12.00

12.00

18.00

24.00

18.00

1,300.00

500.00

36.00

36.00

24.00

24.00

24.00

18.00

18.00

Page 262: Cost Analysis

BOQ-Plumbing-7F.xls/PLUPages 262 of 3

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERLABOR SUBCON

U/RATE U/RATE

60.00

60.00

60.00

60.00

60.00

60.00

60.00

60.00

60.00

60.00

60.00

1,300.00

75.00

Page 263: Cost Analysis

BOQ-Plumbing-7F.xls/FWSPages 263 of 2

Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : FIRE WATER SYSTEM - BILL OF QUANTITIESDocument N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTAL

1 FIRE WATER PROTECTION SYSTEM

Drawing Nos. KFW-501 to KFW-508

Scope of Work

a.

1) Set 1 156347.88 156,347.88

2) Set 1 125078.304 125,078.30

3) Set 1 31269.576 31,269.58

b. Fire Water Pipes

1) 1" Dia., carbon steel, welded, Sch. 80, ASTM A53, SSP CO.LM 328 40.8944 13,413.36

2) 1 1/4" Dia. Carbon steel, welded, Sch. 80, ASTM A53, SSP COLM 80 50.508 4,040.64

3) 1 1/2" Dia. Carbon Steel, welded, Sch. 80, ASTM A53, SSP COLM 34 61.3294 2,085.20

4) 2" Dia. Carbon Steel, welded, Sch. 40, ASTM A53, SSP COLM 286 44.4934 12,725.11

5) 2 1/2" Dia, Carbon Steel, welded, Sch. 40, ASTM A53, SSP COLM 18 70.9552 1,277.19

6) 3" Dia, Carbon Steel, Welded, Sch. 40, ASTM A53, SSP COLM 56 95.0014 5,320.08

7) 4" Dia., Carbon Steel, Welded, Sch. 40, ASTM A53, SSP COLM 201 134.7002 27,074.74

8) 6" Dia., Carbon Steel, Welded, Sch. 40, ASTM A53, SSP COLM 19 294.6544 5,598.43

c. No. 17 3848.5632 65,425.57

ITEM No.

Supply, installation and testing of complete firewater system, pump set and standard accessories, pipes & fittings, sprinklers, fire hose cabinets, supports, excavation, backfilling, isolation valves, battery/diesel oil trunk, dry run protection, control panel & wiring connection and other related accessories to have a satisfactory operation of the entire system.

Fire Water Pump sets complete with piping, pressure gauges, pressure switches, control panel, wiring connection and other related accessories.

Electrical Fire Pump, 500 GPM @ 120 PSIG, Head (60HP, 3Ph, 60 Hz, 230V, FM/UL listed, NFPA 20).

Diesel Fire Pump, 500 GPM @ 120 PSIG Head (FM/UL Listed, NFPA 20)

Jockey Pump, 25 GPM @ 125 PSIG Head (3HP, 3Ph, 60Hz, 230V, FM/UL Listed, NFPA 20)

Fire Hose Cabinet with 1.5" Dia. x 30M synthetic hose reel, adjustable nozzle (fog - stream - shutoff), landing valve, UL/FM listed.

Page 264: Cost Analysis

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Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : FIRE WATER SYSTEM - BILL OF QUANTITIESDocument N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

Note:

d. No 17 204.4598 3,475.82

e. Sand Bucket (300mm Dia.x 400mm Height) No 17 42.1022 715.74

f. Fire Hydrant (4" NST-1 No.x 2.5" NST-2 Nos.) Grinell, UL/FM listed No. 1 5051.2392 5,051.24

g. No. 1 1322.9436 1,322.94

h. Gate Valves.

1) 6" Dia., 150 PSIG, C.I. Flange, OS & Y No. 4 2164.8168 8,659.27

2) 4" Dia., 150 PSIG, C.I. Flange, OS & Y No. 3 1443.2112 4,329.63

3) 1 1/4" Dia., 150 PSIG, C.I. Flange, OS & Y, Bronze ThreadedNo. 2 144.326 288.65

i. Check Valves:

1) 6" Dia., 150 PSIG, C.I. Flanged Type No. 2 1322.9436 2,645.89

2) 4" Dia., 150 PSIG, C.I. Flanged Type No. 1 1082.4084 1,082.41

3) 1 1/4" Dia., 150 PSIG, C.I. Threaded No. 1 144.326 144.33

j. Pressure Relief Valve (4" Dia., 200 PSIG, C.I. Flange) No. 1 7817.394 7,817.39

k. Pressure Gauge, 0-200 PSIG range, 3" Dia. With 1/4" cut-out valve. No. 6 264.5936 1,587.56

l. Flexible Connection:

1) 6" Dia. No. 4 721.6056 2,886.42

2) 1 1/4" Dia. No. 2 156.343 312.69

m. 6" Dia. Foot Valve with strainer No. 1 1924.2816 1,924.28

n. 1/2" Upright sprinkler heads No. 144 21.655 3,118.32

o. 4" Dia. Alarm Check Valve including standard accessories Set 1 4209.366 4,209.37

p. Lot 1 144321.12 144,321.12

Type/finished to be coordinated with architectural interior designer and to be submitted for approval.

Fire Extinguisher, 10Kg. Dry Chemical Powder Class, A, B, C, UL/FM listed.

Fire Department Connection (2 Nos. - 4" NST connection) - Grinell, UL/FM listed 90 degrees connection

Documentation and other necessary paper works required to complete the work

Page 265: Cost Analysis

BOQ-Plumbing-7F.xls/FWSPages 265 of 2

Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : FIRE WATER SYSTEM - BILL OF QUANTITIESDocument N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

Total amount of Fire water carried to Summary 643,549.15

Page 266: Cost Analysis

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Saudi DesignersEngineering Consultants

24,882.06 4,976.41 497,641.14INDIRECT COST DISCOUNTED OFFER

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST MATL

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE U/RATE

156,347.88 1.22 128,154.00 128,154.00 6,045.00 1,209.00 24.29462% 120,900.00 120,900.00

125,078.30 1.22 102,523.20 102,523.20 4,836.00 967.20 19.43569% 96,720.00 96,720.00

31,269.58 1.22 25,630.80 25,630.80 1,209.00 241.80 4.85892% 24,180.00 24,180.00

13,413.36 1.22 10,994.56 33.52 1.58 0.32 0.00635% 10,371.36 31.62

4,040.64 1.22 3,312.00 41.40 1.95 0.39 0.00785% 3,124.80 39.06

2,085.20 1.22 1,709.18 50.27 2.37 0.47 0.00953% 1,612.62 47.43

12,725.11 1.22 10,430.42 36.47 1.72 0.34 0.00691% 9,841.26 34.41

1,277.19 1.22 1,046.88 58.16 2.74 0.55 0.01103% 987.66 54.87

5,320.08 1.22 4,360.72 77.87 3.67 0.73 0.01476% 4,114.32 73.47

27,074.74 1.22 22,192.41 110.41 5.21 1.04 0.02093% 20,936.16 104.16

5,598.43 1.22 4,588.88 241.52 11.39 2.28 0.04579% 4,329.15 227.85

65,425.57 1.22 53,627.52 3,154.56 148.80 29.76 0.59802% 50,592.00 2,976.00

Page 267: Cost Analysis

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Saudi DesignersEngineering Consultants

24,882.06 4,976.41 497,641.14INDIRECT COST DISCOUNTED OFFER

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST MATL

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE U/RATE

3,475.82 1.22 2,849.03 167.59 7.91 1.58 0.03177% 2,687.70 158.10

715.74 1.22 586.67 34.51 1.63 0.33 0.00654% 553.35 32.55

5,051.24 1.22 4,140.36 4,140.36 195.30 39.06 0.78490% 3,906.00 3,906.00

1,322.94 1.22 1,084.38 1,084.38 51.15 10.23 0.20557% 1,023.00 1,023.00

8,659.27 1.22 7,097.76 1,774.44 83.70 16.74 0.33639% 6,696.00 1,674.00

4,329.63 1.22 3,548.88 1,182.96 55.80 11.16 0.22426% 3,348.00 1,116.00

288.65 1.22 236.60 118.30 5.58 1.12 0.02243% 223.20 111.60

2,645.89 1.22 2,168.76 1,084.38 51.15 10.23 0.20557% 2,046.00 1,023.00

1,082.41 1.22 887.22 887.22 41.85 8.37 0.16819% 837.00 837.00

144.33 1.22 118.30 118.30 5.58 1.12 0.02243% 111.60 111.60

1.227,817.39 1.22 6,407.70 6,407.70 302.25 60.45 1.21473% 6,045.00 6,045.00

1.221,587.56 1.22 1,301.28 216.88 10.23 2.05 0.04111% 1,227.60 204.60

2,886.42 1.22 2,365.92 591.48 27.90 5.58 0.11213% 2,232.00 558.00

312.69 1.22 256.30 128.15 6.04 1.21 0.02429% 241.80 120.90

1,924.28 1.22 1,577.28 1,577.28 74.40 14.88 0.29901% 1,488.00 1,488.00

3,118.32 1.22 2,556.00 17.75 0.84 0.17 0.00336% 2,410.56 16.741.22

4,209.37 1.22 3,450.30 3,450.30 162.75 32.55 0.65409% 3,255.00 3,255.00

144,321.12 1.22 118,296.00 118,296.00 5,580.00 1,116.00 22.42580% 111,600.00 111,600.00

Page 268: Cost Analysis

BOQ-Plumbing-7F.xls/FWSPages 268 of 2

Saudi DesignersEngineering Consultants

24,882.06 4,976.41 497,641.14INDIRECT COST DISCOUNTED OFFER

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST MATL

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE U/RATE

643,549.15 527,499.31 497,641.14116,049.84 527,499.31 497,641.14

22.00%

Page 269: Cost Analysis

BOQ-Plumbing-7F.xls/FWSPages 269 of 2

Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERLABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL LABOR

U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE U/RATE

120,900.00 0.00 0.00 120,900.00 6,045.00 1,209.00

0.00

96,720.00 0.00 0.00 96,720.00 4,836.00 967.20

0.00

24,180.00 0.00 0.00 24,180.00 1,209.00 241.800.000.00

0.00

31.62 0.00 0.00 10,371.36 518.24 104.96

39.06 0.00 0.00 3,124.80 156.00 31.20

47.43 0.00 0.00 1,612.62 80.58 15.98

34.41 0.00 0.00 9,841.26 491.92 97.24

54.87 0.00 0.00 987.66 49.32 9.90

73.47 0.00 0.00 4,114.32 205.52 40.88

104.16 0.00 0.00 20,936.16 1,047.21 209.04

227.85 0.00 0.00 4,329.15 216.41 43.32

0.00

2,976.00 0.00 0.00 50,592.00 2,529.60 505.92

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Page 270: Cost Analysis

BOQ-Plumbing-7F.xls/FWSPages 270 of 2

Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERLABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL LABOR

U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE U/RATE

0.00

0.00

0.00

0.000.000.00

158.10 0.00 0.00 2,687.70 134.47 26.860.00

0.00

32.55 0.00 0.00 553.35 27.71 5.61

0.00

3,906.00 0.00 0.00 3,906.00 195.30 39.06

0.00

1,023.00 0.00 0.00 1,023.00 51.15 10.23

0.00

0.00

0.00

1,674.00 0.00 0.00 6,696.00 334.80 66.96

1,116.00 0.00 0.00 3,348.00 167.40 33.48

111.60 0.00 0.00 223.20 11.16 2.24

0.00

0.00

1,023.00 0.00 0.00 2,046.00 102.30 20.46

837.00 0.00 0.00 837.00 41.85 8.37

111.60 0.00 0.00 111.60 5.58 1.12

0.006,045.00 0.00 0.00 6,045.00 302.25 60.45

0.00204.60 0.00 0.00 1,227.60 61.38 12.30

0.000.00

558.00 0.00 0.00 2,232.00 111.60 22.32

120.90 0.00 0.00 241.80 12.08 2.42

0.00

1,488.00 0.00 0.00 1,488.00 74.40 14.88

0.00

16.74 0.00 0.00 2,410.56 120.96 24.480.00

3,255.00 0.00 0.00 3,255.00 162.75 32.550.00

111,600.00 0.00 0.00 111,600.00 5,580.00 1,116.00

Page 271: Cost Analysis

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Saudi DesignersEngineering Consultants

DISCOUNTED OFFER ORIGINAL PRICE OFFERLABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL LABOR

U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE U/RATE

0.00 0.00 497,641.14 24,881.94 4,976.23

Page 272: Cost Analysis

BOQ-Plumbing-7F.xls/FWSPages 272 of 2

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERSUBCON

U/RATE

130,000

104,000

26,000

34

42

51

37

59

79

112

245

3,200

Page 273: Cost Analysis

BOQ-Plumbing-7F.xls/FWSPages 273 of 2

Saudi DesignersEngineering Consultants

ORIGINAL PRICE OFFERSUBCON

U/RATE

170

35

4,200

1,100

1,800

1,200

120

1,100

900

120

6,500

220

600

130

1,600

18

3,500

120,000

Page 274: Cost Analysis

BOQ-HVAC-7H.xlsHVACPages 274 of 10

Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDING

Location

Owner

Subject : HVAC SYSTEMS - BILL OF QUANTITIES

Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTAL

I HVAC SYSTEMS

A CENTRAL SPLIT TYPE A/C UNIT

As per technical specification and drawings.

A.1 AHU/ACCU-G1A, G1B, G1C, G1D & M2 System 5 31,353 156,765.00

Nom. Cooling capacity = 12.5 TONS.

Voltage : 230V/ 3Ph/ 60Hz

A.2 AHU/ACCU-M1 & M4 System 2 41,453 82,906.00

Nom. Cooling capacity = 15.0 TONS

Voltage : 230V/ 3Ph/ 60Hz

A.3 AHU/ACCU-G2A, G2B, G3A, G3B, M3 & 607 System 6 28,554 171,324.00

Nom. Cooling capacity = 10.0 TONS.

Voltage: 230V/ 3Ph/ 60Hz

A.4 AHU/ACCU-4A, 4B, 4C 4D & 609 System 5 27,210 136,050.00

Nom. Cooling capacity = 10.0 TONS

Voltage : 230V/ 3Ph/ 60Hz.

A.5 AHU/ACCU-5A & 5B System 2 28,554 57,108.00

Nom. Cooling capacity = 10.0 TONS.

Voltage : 230V/ 3Ph/ 60Hz.

ITEM No.

TRANE model : TWE120B/TTA150B with 10.0 KWA electric heater, air filters, Cu/Cu cooling coils, complete with controls & accessories (or approved equal)

TRANE Model : TWE120B/TTA180B with 10.0 KWA electric heater, air filters, Cu/Cu cooling coils, complete with controls & accessories (or approved equal)

TRANE Model: TWE090B/TTA120B with 7.5 KW electric heater, air filters, Cu/Cu cooling coils, complete with controls & accessories (or approved equal)

TRANE Model : TWE120B/TTA120B with 10 KW electric heater, air filters, Cu/Cu cooling coils, complete with controls & accessories (or approved equal)

TRANE Model: TWE090B/TTA120B without electric heater, air filters, Cu/Cu cooling coils, complete with controls and accessories (or approved equal)

Page 275: Cost Analysis

BOQ-HVAC-7H.xlsHVACPages 275 of 10

Saudi DesignersEngineering Consultants

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDING

Location

Owner

Subject : HVAC SYSTEMS - BILL OF QUANTITIES

Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

A.6System 28 24,539 687,092.00

Nom. Cooling capacity = 7.5 TONS.

Voltage - 230V/ 3Ph/ 60Hz

A.7System 12 24,539 294,468.00

Nom. Cooling capacity - 7.5 TONS.

Voltage - 230V/ 3Ph/ 60Hz

A.8System 16 18,212 291,392.00

Nom. Cooling capacity - 5.0 TONS.

Voltage - 230V/ 3Ph/ 60 Hz.

A.9

Systems 22 19,597 431,134.00

Nom. Cooling capacity - 6.0 TONS.

Voltage - 230V/ 3Ph/ 60Hz.

AHU/ACCU-101, 102, 106, 108, 112, 201, 202, 206, 208, 210, 212, 301, 302, 306, 308, 312, 401, 402, 406, 408, 412, 501, 502, 506, 508, 512, 603 & 613.

TRANE Model : TWE090/TTA090A with 7.5KW electric heater, air filters, Cu/Cu Cooling coils, complete with controls & accessories (or approved equal)

AHU/ACCU - 113A, 113B, 213A, 213B, 313A, 313B, 413A, 413B, 513A, 513B, 614A & 614B

TRANE model : TWE060/TTA090A with air filters, Cu/Cu cooling coils, complete with controls & accessories (or approved equal)

AHU/ACCU - 103, 104, 105, 107, 109, 110, 111, 207, 307, 407, 310, 410, 504, 507, 510 & 608

TRANE Model: TWE060A/TTA060C with 5.0KW electric heater, air filters, Cu/Cu cooling coils, complete with controls & accessories (or approved equal)

AHU/ACCU - 203, 205, 303, 305, 309, 311, 403, 405, 409, 411, 503, 505, 509, 511, 601, 602, 604, 605, 606, 610, 611 & 612

TRANE model : TWE060A/TTA072C with 5.0 KW electric heater, air filters, Cu/Cu cooling coils, complete with controls & accessories (or approved equal)

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Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

A.10 AHU/ACCU - 204, 209 & 211. System 3 24,539 73,617.00

Nom. Cooling capacity - 7.5 TONS.Voltage - 230V/ 3Ph/ 60Hz.

A.11 AHU/ACCU - 304 & 404 System 2 15,875 31,750.00

Nom. Cooling capacity - 4.0 TONS.Voltage - 230V/ 3Ph/ 60Hz.

B ROOM AIR CONDITIONER (Window Type)As per technical specifications and drawings.j

B.1 RAC1 & 2: System 2 2,016 4,032.00

Nom. Cooling capacity - 1.5 TONS.Voltage - 230V/ 3Ph/ 60Hz

C SUPPLY FAN

C.1 Nos. 1 51,288 51,288.00

D EXHAUST FANS.

D.1Nos. 6 4,664 27,984.00

Power supply : 230V/ 3Ph/ 60Hz.

TRANE Model : TWE060ATTA090A with 5.0 KW electric heater, air filters, Cu/Cu cooling coils, complete with controls & accessories (or approved equal)

TRANE Model : TWE060A/TTA048C with 5.0 KW electric heater, air filters, Cu/Cu cooling coils, complete with controls & accessories ( or approved equal)

Zamil model: ACB20C without heater, air filters, complete with controls & accessories (or approved equal).

Air Handling Unit, horizontal discharge, consists of fan section and bag filter section wit 85% dust arrestance efficiency, complete with controls & accessories, as per drawing and specifications (or approved equal)

SF-1, Zamil model: KW-55 @ 25,000 CFM roof mounted. Power supply: 230V/ 3Ph/ 60Hz.

Complete with controls, back draft dampers, speed controller and accessories, as per drawings and specifications.

EF-B1 to B6. Greenheck Model: SQ-160-A @ 4310 CFM, 1.0" WC S.P., 2.0 HP, in-line fan.

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Subject : HVAC SYSTEMS - BILL OF QUANTITIES

Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

D.2Nos. 1 1,142 1,142.00

Power supply: 115V/ 1Ph/ 60Hz

D.3Nos. 1 1,040 1,040.00

Power supply : 115V/ 1Ph/ 60Hz

D.4Nos. 4 1,200 4,800.00

Power supply: 115V/ 1Ph/ 60Hz.

D.5Nos. 8 863 6,904.00

Power supply: 115V/ 1Ph/ 60Hz.

D.6

Nos. 12 2,041 24,492.00

Power supply: 115V/ 1Ph/ 60Hz.

D.7 Nos. 6 2,045 12,270.00

Power supply : 115V/ 1Ph/ 60Hz.

E AIR TERMINAL DEVICES

E.1

2LM - 1000 x 150mm Nos. 2 397 794.00

1LM - 1000 x 100mm Nos. 2 174 348.00

8LM - 1000 x 75mm Nos. 2 1,259 2,518.00

6LM - 1000 x 75mm Nos. 4 945 3,780.00

5LM - 1000 x 75mm Nos. 4 787 3,148.00

4LM - 1000 x 75mm Nos. 2 630 1,260.00

2LM - 1000 x 75mm Nos. 6 315 1,890.00

EF-B7, Greenheck Model: SP-7 @ 252 CFM, 0.10" WC, S.P. 83w, ceiling mounted fan.

EF-B8. Greenheck Model: SP-210 @ 110 CFM, 0.10" WC, S.P. 49w, ceiling mounted fan.

EF-B9, B10, B11 & B12. Greenheck Model: SP 226 @ 293 CFM. 0.10" WC. S.P. 81w, ceiling mounted fan.

EF-G1 to EF-G8, Greenheck Model: SP-7 @ 94 CFM, 0.50" WC S.P., 80w, ceiling mounted fan.

EF-11, 12, 21, 22, 31, 32, 41, 42, 51, 52, 61 & 62. Greenheck Model: SQ-75-D @ 229 CFM, 0.25"W S.P.., 1/25 HP, in-line fan.

EF-13, 23, 33, 43, 53 & 63: Greenheck Model: SQ-70-E @ 140CFM, 0.10"WC S.P., 1/110 HP, in-line fan.

Supply Air Linear Grille (SALG) Saudi Euro registers. Model AF 420B, fixed horizontal grille bars, 0 degrees deflection, anodized extruded aluminum, natural satin finish, fixed core with reinforcing bars under core.

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Subject : HVAC SYSTEMS - BILL OF QUANTITIES

Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

E.2

1LM - 1000 x 100mm Nos. 2 114 228.00

6LM - 1000 x 75mm Nos. 6 589 3,534.00

4LM - 1000 x 75mm Nos. 4 392 1,568.00

2LM - 1000 x 75mm Nos. 8 197 1,576.00

1LM - 1000 x 75mm Nos. 12 98 1,176.00

E.3

5LM Nos. 4 2,437 9,748.00

3LM Nos. 4 1,462 5,848.00

2LM Nos. 2 975 1,950.00

1LM Nos. 6 487 2,922.00

E.4

2LM Nos. 12 775 9,300.00

E.5

6LM Nos. 2 1,012 2,024.00

5LM Nos. 2 843 1,686.00

4LM Nos. 2 675 1,350.00

3LM Nos. 2 505 1,010.00

2LM Nos. 2 337 674.00

1LM Nos. 2 168 336.00

E.6

10LM Nos. 6 1,206 7,236.00

4LM Nos. 6 482 2,892.00

1LM Nos. 12 121 1,452.00

Return Air Linear Grille (RALG) Saudi Euro registers. Model AF-420, fixed horizontal grille bars, 0 degrees deflection, anodized extruded aluminum, natural satin finish, fixed core with reinforcing bars under core.

Supply Linear Slot Diffuser (SLSD) Saudi Euro registers. Model AG 284BDEPI, anodized extruded aluminum, natural satin finish, complete with insulated plenum box.

Supply Linear Slot Diffuser (SLSD) Saudi Euro registers. Model AG 282BDEPI, anodized extruded aluminum, natural satin finish complete with insulated plenum box.

Return Linear Slot Diffuser (RLSD) Saudi Euro registers. Model AG 284, anodized extruded aluminum, natural satin finish.

Return Linear Slot Diffuser (RLSD) Saudi Euro registers. Model AG 282, anodized extruded aluminum, natural satin finish.

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Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

E.7

450 x 450mm Nos. 52 403 20,956.00

375 x 375mm Nos. 458 335 153,430.00

300 x 300mm Nos. 17 295 5,015.00

150 x 150mm Nos. 12 242 2,904.00

E.8

450 x 450mm Nos. 5 191 955.00

375 x 375mm Nos. 2 153 306.00

300 x 300m Nos. 5 121 605.00

E.9

400 x 100mm Nos. 1 73 73.00

300 x 100mm Nos. 3 58 174.00

E.10

600 x 600mm Nos. 118 114 13,452.00

E.11

800 x 200mm Nos. 36 70 2,520.00

200 x 100mm Nos. 72 38 2,736.00

Supply ceiling diffuser (SCD) Saudi Euro registers. Model AF704B, multi-pattern ceiling diffusers, anodized extruded aluminum, natural satin finish, flush mounted with spring loaded removable and interchangeable with register box.

Return ceiling diffuser (RCD) Saudi Euro registers. Model AF 704, multi-pattern ceiling diffusers, anodized extruded aluminum, natural satin finish, flush mounted with spring loaded removable and interchangeable.

Supply Air Register (SAR) Saudi Euro registers. Model AG 441BD, with fixed 15 degrees deflection one way, Opposeed blade damper, adjustable from grille face. Fixed core, anodized extruded aluminum, natural satin finish.

Return Air Grille (RAG) Saudi Euro registers. Model AG 121, fixed horizontal blade with 40 degrees down setting, anodized extruded aluminum, natural satin finish.

Exhaust Air Grille (EAG) Saudi Euro Registers. Model AG 121, fixed horizontal blade with 40 degrees down setting, anodized extruded aluminum, natural satin finish.

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Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

E.12

400 x 100mm Nos. 7 76 532.00

E.13

2300 x 1200mm Nos. 3 2,643 7,929.00

E.14

19.6 LM x 400mm Nos. 1 6,014 6,014.00

8.5 LM x 400mm Nos. 1 2,559 2,559.00

E.15

600 x 600mm Nos. 7 435 3,045.00

450 x 400mm Nos. 1 305 305.00

F DUCT WORK

F.1

Kg 31,180 22 685,960.00

Door Grille (DG) & Transfer Grille (TG) - Saudi Euro registers. Model AG 181, Non-vision door or partition grille with fixed on one side, sliding frame on other side.

Sand Trap Louvers (STL), Saudi Euro registers. Model AG 644, with vertical slots designed to separate dust and sand from air stream, natural anodized extruded aluminum with insect screen mesh.

External louver; Saudi Euro registers. Model AG 640, frame and blade in extruded aluminum. The blades are inclined at 45 degrees on 100mm centers. Bird mesh in galvanized steel (12 x 12 x 1.27mm dia.)

Pressure Relief Damper (PRD), Saudi Euro registers. Model AG 662, with adjustable blades made from aluminum sheet are connected by linkage at the upper edge. The shafts are mounted in nylon bushes. Blades at 150mm pitch. Extruded aluminum frame.

Fabricated according to SMACNA standard, made of galvanized steel sheets all formers, hangers fasteners, flanges, sealant, dampers and all accessories shall be included as per drawings and specifications.

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Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

G THERMAL DUCT INSULATION

G.1 Thermal duct insulation for indoor duct work.

M2 3,970 43 170,710.00

H VOLUME DAMPERS

H.1

650 x 200mm Nos. 1 213 213.00

650 x 150mm Nos. 1 181 181.00

600 x 150mm Nos. 2 175 350.00

500 x 150mm Nos. 2 163 326.00

450 x 350mm Nos. 1 215 215.00

400 x 300mm Nos. 2 170 340.00

400x 150mm Nos. 3 152 456.00

400 x 100mm Nos. 4 138 552.00

350 x 400mm Nos. 2 209 418.00

350 x 300mm Nos. 2 163 326.00

350 x 200mm Nos. 1 152 152.00

350 x 150mm Nos. 16 144 2,304.00

300 x 400mm Nos. 1 170 170.00

300 x 350mm Nos. 19 163 3,097.00

300 x 150mm Nos. 29 141 4,089.00

300 x 100mm Nos. 2 133 266.00

250 x 400mm Nos. 2 163 326.00

250 x 350mm Nos. 26 157 4,082.00

250 x 300mm Nos. 2 152 304.00

250 x 250mm Nos. 14 144 2,016.00

250 x 150mm Nos. 6 133 798.00

250 x 100mm Nos. 36 128 4,608.00

200 x 300mm Nos. 4 144 576.00

200 x 200mm Nos. 6 133 798.00

Fiberglass insulation 25mm thick, 24Kg/M3 on reinforced Aluminum foil, vapor barrier bonded by aluminum tape, fixed to the duct by means of adhesive clips.

For rectangular duct (Saudi Euro registers. Model SU650Q) manually operated by an exterior linkage, Galvanized steel.

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Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

H.2

350mm Dia. Nos. 8 208 1,664.00

300mm Dia. Nos. 84 181 15,204.00

250mm Dia. Nos. 17 156 2,652.00

200mm Dia. Nos. 2 132 264.00

150mm Dia. Nos. 24 110 2,640.00

100mm Dia. Nos. 12 92 1,104.00

J FLEXIBLE DUCTS

J.1

350mm Dia. LM 292 89 25,988.00

300mm Dia. LM 816 81 66,096.00

250mm Dia. LM 49 74 3,626.00

200mm Dia. LM 48 68 3,264.00

150mm Dia. LM 36 59 2,124.00

100mm Dia. LM 24 56 1,344.00

K CONTROLS & ELECTRIC'S

K.1

Take over points is the main isolation switch near the unit. System 103 510 52,530.00

L LABOR, INSTALLATION & OTHERS:

L.1

Lot 1 Included

For Circular ducts; Saudi Euro registers. Model SU653Q, manually operated quadrant damper, Galvanized steel.

It consists of a core of standard lock semi rigid flex duct insulated with UL listed glass or mineral insulating blankets. Insulating blanket shall be sheathed in UL approved seamless exterior PVC vapor barrier jacket.

Electrical components such as breakers, relays, switches, safety devices, full automatic temperature control system for heating & cooling including casing shall be included in the unit rates.

Labor, equipment and materials required for installation of ductworks, dampers and air terminals devices including supports sealing and flashing.

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Subject : HVAC SYSTEMS - BILL OF QUANTITIES

Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

L.2

Lot 1 Included

L.3

Lot 1 0 Included

L.4

Lot 1 94,679 94,679.00

L.5

Lot 1 33,337 33,337.00

Note:

Labor, equipment and materials for installation of AHU's/ACCU's, RAC units. Supply fan and Exhaust fans in proper position.

Labor, equipment and materials for installation of control panel, refrigerant pipes & insulation, power & control interconnection for AHU's/ACCU's, RAC units. Supply fans and Exhaust fans disconnect switches, sensors, alarms etc. and other necessary items to place the system in operation

Labor, equipment, apparatus and materials for start-up, full charging, commissioning, testing , balancing and adjustments necessary to bring the system in proper operation.

Coordination, materials and equipment submittals, shop drawings, as-built documentation, spare parts lists, maintenance & operation manuals and instructions to personnel

If the Contractor determine any conflict from this Bill of Quantity with the drawings, the contractor should inform the Consultants for any changes.

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Document N0.

DESCRIPTION OF WORK UNIT QTY. UNIT RATE TOTALITEM No.

Total amount of Heating, Ventilation and Air-conditioning System 4,031,465.00

Page 285: Cost Analysis

BOQ-HVAC-7H.xlsHVACPages 285 of 10

Saudi DesignersEngineering Consultants

151,076.84 30,215.37 3,021,536.85

INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

156,765.00 1.27 123,436.45 24,687.29 1,175.59 0.00 0.77814% 117,558.50 23,511.70

82,906.00 1.27 65,280.72 32,640.36 1,554.31 0.00 1.02882% 62,172.10 31,086.05

171,324.00 1.27 134,902.80 22,483.80 1,070.65 0.00 0.70868% 128,478.90 21,413.15

136,050.00 1.27 107,127.35 21,425.47 1,020.27 0.00 0.67533% 102,026.00 20,405.20

57,108.00 1.27 44,967.60 22,483.80 1,070.65 0.00 0.70868% 42,826.30 21,413.15

Page 286: Cost Analysis

BOQ-HVAC-7H.xlsHVACPages 286 of 10

Saudi DesignersEngineering Consultants

151,076.84 30,215.37 3,021,536.85

INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

687,092.00 1.27 541,008.72 19,321.74 920.09 0.00 0.60902% 515,246.20 18,401.65

294,468.00 1.27 231,860.88 19,321.74 920.09 0.00 0.60902% 220,819.80 18,401.65

291,392.00 1.27 229,443.52 14,340.22 682.87 0.00 0.45200% 218,517.60 13,657.35

431,134.00 1.27 339,470.78 15,430.49 734.79 0.00 0.48637% 323,305.40 14,695.70

Page 287: Cost Analysis

BOQ-HVAC-7H.xlsHVACPages 287 of 10

Saudi DesignersEngineering Consultants

151,076.84 30,215.37 3,021,536.85

INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

73,617.00 1.27 57,965.22 19,321.74 920.09 0.00 0.60902% 55,204.95 18,401.65

31,750.00 1.27 24,999.66 12,499.83 595.23 0.00 0.39399% 23,809.20 11,904.60

4,032.00 1.27 3,174.36 1,587.18 75.58 0.00 0.05003% 3,023.20 1,511.60

51,288.00 1.27 40,383.94 40,383.94 1,923.04 0.00 1.27289% 38,460.90 38,460.90

27,984.00 1.27 22,032.66 3,672.11 174.86 0.00 0.11574% 20,983.50 3,497.25

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BOQ-HVAC-7H.xlsHVACPages 288 of 10

Saudi DesignersEngineering Consultants

151,076.84 30,215.37 3,021,536.85

INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

1,142.00 1.27 899.07 899.07 42.82 0.00 0.02834% 856.25 856.25

1,040.00 1.27 819.26 819.26 39.01 0.00 0.02582% 780.25 780.25

4,800.00 1.27 3,779.76 944.94 44.99 0.00 0.02978% 3,599.80 899.95

6,904.00 1.27 5,436.88 679.61 32.36 0.00 0.02142% 5,178.00 647.25

24,492.00 1.27 19,287.48 1,607.29 76.54 0.00 0.05066% 18,369.00 1,530.75

12,270.00 1.27 9,661.74 1,610.29 76.69 0.00 0.05076% 9,201.60 1,533.60

794.00 1.27 625.50 312.75 14.90 0.00 0.00986% 595.70 297.85

348.00 1.27 273.86 136.93 6.53 0.00 0.00432% 260.80 130.40

2,518.00 1.27 1,983.26 991.63 47.23 0.00 0.03126% 1,888.80 944.40

3,780.00 1.27 2,974.84 743.71 35.41 0.00 0.02344% 2,833.20 708.30

3,148.00 1.27 2,479.04 619.76 29.51 0.00 0.01953% 2,361.00 590.25

1,260.00 1.27 991.62 495.81 23.61 0.00 0.01563% 944.40 472.20

1,890.00 1.27 1,487.40 247.90 11.80 0.00 0.00781% 1,416.60 236.10

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BOQ-HVAC-7H.xlsHVACPages 289 of 10

Saudi DesignersEngineering Consultants

151,076.84 30,215.37 3,021,536.85

INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

228.00 1.27 178.82 89.41 4.26 0.00 0.00282% 170.30 85.15

3,534.00 1.27 2,781.72 463.62 22.07 0.00 0.01461% 2,649.30 441.55

1,568.00 1.27 1,235.00 308.75 14.70 0.00 0.00973% 1,176.20 294.05

1,576.00 1.27 1,238.96 154.87 7.37 0.00 0.00488% 1,180.00 147.50

1,176.00 1.27 929.28 77.44 3.69 0.00 0.00244% 885.00 73.75

9,748.00 1.27 7,674.04 1,918.51 91.36 0.00 0.06047% 7,308.60 1,827.15

5,848.00 1.27 4,603.64 1,150.91 54.81 0.00 0.03628% 4,384.40 1,096.10

1,950.00 1.27 1,535.20 767.60 36.55 0.00 0.02419% 1,462.10 731.05

2,922.00 1.27 2,299.80 383.30 18.25 0.00 0.01208% 2,190.30 365.05

9,300.00 1.27 7,320.00 610.00 29.05 0.00 0.01923% 6,971.40 580.95

2,024.00 1.27 1,593.58 796.79 37.94 0.00 0.02511% 1,517.70 758.85

1,686.00 1.27 1,326.98 663.49 31.59 0.00 0.02091% 1,263.80 631.90

1,350.00 1.27 1,062.38 531.19 25.29 0.00 0.01674% 1,011.80 505.90

1,010.00 1.27 795.80 397.90 18.95 0.00 0.01254% 757.90 378.95

674.00 1.27 531.20 265.60 12.65 0.00 0.00837% 505.90 252.95

336.00 1.27 264.60 132.30 6.30 0.00 0.00417% 252.00 126.00

7,236.00 1.27 5,699.58 949.93 45.23 0.00 0.02994% 5,428.20 904.70

2,892.00 1.27 2,277.42 379.57 18.07 0.00 0.01196% 2,169.00 361.50

1,452.00 1.27 1,144.80 95.40 4.55 0.00 0.00301% 1,090.20 90.85

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BOQ-HVAC-7H.xlsHVACPages 290 of 10

Saudi DesignersEngineering Consultants

151,076.84 30,215.37 3,021,536.85

INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

20,956.00 1.27 16,508.44 317.47 15.12 0.00 0.01001% 15,722.20 302.35

153,430.00 1.27 120,728.80 263.60 12.55 0.00 0.00831% 114,980.90 251.05

5,015.00 1.27 3,955.39 232.67 11.07 0.00 0.00733% 3,767.20 221.60

2,904.00 1.27 2,289.36 190.78 9.08 0.00 0.00601% 2,180.40 181.70

955.00 1.27 751.30 150.26 7.16 0.00 0.00474% 715.50 143.10

306.00 1.27 240.66 120.33 5.73 0.00 0.00379% 229.20 114.60

605.00 1.27 477.00 95.40 4.55 0.00 0.00301% 454.25 90.85

73.00 1.27 57.48 57.48 2.73 0.00 0.00181% 54.75 54.75

174.00 1.27 136.53 45.51 2.16 0.00 0.00143% 130.05 43.35

13,452.00 1.27 10,550.38 89.41 4.26 0.00 0.00282% 10,047.70 85.15

2,520.00 1.27 1,997.64 55.49 2.64 0.00 0.00175% 1,902.60 52.85

2,736.00 1.27 2,128.32 29.56 1.41 0.00 0.00093% 2,026.80 28.15

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BOQ-HVAC-7H.xlsHVACPages 291 of 10

Saudi DesignersEngineering Consultants

151,076.84 30,215.37 3,021,536.85

INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

532.00 1.27 416.36 59.48 2.83 0.00 0.00187% 396.55 56.65

7,929.00 1.27 6,243.12 2,081.04 99.09 0.00 0.06559% 5,945.85 1,981.95

6,014.00 1.27 4,735.50 4,735.50 225.50 0.00 0.14926% 4,510.00 4,510.00

2,559.00 1.27 2,015.31 2,015.31 95.96 0.00 0.06352% 1,919.35 1,919.35

3,045.00 1.27 2,399.39 342.77 16.32 0.00 0.01080% 2,285.15 326.45

305.00 1.27 240.04 240.04 11.44 0.00 0.00757% 228.60 228.60

685,960.00 1.27 536,919.60 17.22 0.82 0.00 0.00054% 511,352.00 16.40

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INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

170,710.00 1.27 135,694.60 34.18 1.63 0.00 0.00108% 129,223.50 32.55

213.00 1.27 167.53 167.53 7.98 0.00 0.00528% 159.55 159.55

181.00 1.27 142.58 142.58 6.78 0.00 0.00449% 135.80 135.80

350.00 1.27 275.22 137.61 6.56 0.00 0.00434% 262.10 131.05

326.00 1.27 257.24 128.62 6.12 0.00 0.00405% 245.00 122.50

215.00 1.27 169.52 169.52 8.07 0.00 0.00534% 161.45 161.45

340.00 1.27 267.22 133.61 6.36 0.00 0.00421% 254.50 127.25

456.00 1.27 358.95 119.65 5.70 0.00 0.00377% 341.85 113.95

552.00 1.27 434.72 108.68 5.18 0.00 0.00343% 414.00 103.50

418.00 1.27 329.08 164.54 7.84 0.00 0.00519% 313.40 156.70

326.00 1.27 257.24 128.62 6.12 0.00 0.00405% 245.00 122.50

152.00 1.27 119.65 119.65 5.70 0.00 0.00377% 113.95 113.95

2,304.00 1.27 1,818.56 113.66 5.41 0.00 0.00358% 1,732.00 108.25

170.00 1.27 133.61 133.61 6.36 0.00 0.00421% 127.25 127.25

3,097.00 1.27 2,443.78 128.62 6.12 0.00 0.00405% 2,327.50 122.50

4,089.00 1.27 3,209.43 110.67 5.27 0.00 0.00349% 3,056.60 105.40

266.00 1.27 209.38 104.69 4.99 0.00 0.00330% 199.40 99.70

326.00 1.27 257.24 128.62 6.12 0.00 0.00405% 245.00 122.50

4,082.00 1.27 3,214.64 123.64 5.89 0.00 0.00390% 3,061.50 117.75

304.00 1.27 239.30 119.65 5.70 0.00 0.00377% 227.90 113.95

2,016.00 1.27 1,591.24 113.66 5.41 0.00 0.00358% 1,515.50 108.25

798.00 1.27 628.14 104.69 4.99 0.00 0.00330% 598.20 99.70

4,608.00 1.27 3,624.84 100.69 4.79 0.00 0.00317% 3,452.40 95.90

576.00 1.27 454.64 113.66 5.41 0.00 0.00358% 433.00 108.25

798.00 1.27 628.14 104.69 4.99 0.00 0.00330% 598.20 99.70

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INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

1,664.00 1.27 1,308.24 163.53 7.78 0.00 0.00515% 1,246.00 155.75

15,204.00 1.27 11,976.72 142.58 6.78 0.00 0.00449% 11,407.20 135.80

2,652.00 1.27 2,085.05 122.65 5.85 0.00 0.00387% 1,985.60 116.80

264.00 1.27 207.38 103.69 4.94 0.00 0.00327% 197.50 98.75

2,640.00 1.27 2,081.28 86.72 4.12 0.00 0.00273% 1,982.40 82.60

1,104.00 1.27 873.12 72.76 3.46 0.00 0.00229% 831.60 69.30

25,988.00 1.27 20,480.88 70.14 3.34 0.00 0.00221% 19,505.60 66.80

66,096.00 1.27 52,346.40 64.15 3.05 0.00 0.00202% 49,857.60 61.10

3,626.00 1.27 2,849.84 58.16 2.76 0.00 0.00183% 2,714.60 55.40

3,264.00 1.27 2,553.12 53.19 2.54 0.00 0.00168% 2,431.20 50.65

2,124.00 1.27 1,663.56 46.21 2.21 0.00 0.00146% 1,584.00 44.00

1,344.00 1.27 1,060.80 44.20 2.10 0.00 0.00139% 1,010.40 42.10

52,530.00 1.27 41,367.89 401.63 19.13 0.00 0.01266% 39,397.50 382.50

0.00 1.27 0.00 0.00 0.00 0.00 0.00000% 0.00 0.00

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INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

0.00 1.27 0.00 0.00 0.00 0.00 0.00000% 0.00 0.00

0.00 1.27 0.00 0.00 0.00 0.00 0.00000% 0.00 0.00

94,679.00 1.27 74,550.00 74,550.00 3,550.00 0.00 2.34980% 71,000.00 71,000.00

33,337.00 1.27 26,249.99 26,249.99 1,249.99 0.00 0.82739% 25,000.00 25,000.00

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INDIRECT COST

CHECKING M.U. DRY COST DRY COST P/P COST TOOLS WEIGHTS DIRECT COST DIRECT COST

% T/AMOUNT U / RATE & TEMP & EQUIPT % T/AMOUNT U/RATE

4,031,465.00 3,172,618.55 3,021,536.85858,846.45 3,172,618.55 3,021,536.85

27.07%

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DISCOUNTED OFFER ORIGINAL PRICE OFFER

MATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

22,311.70 1,200.00 0.00 111,558.50 6,000.00 0.00 5,877.95 0.00 23,486.00

29,886.05 1,200.00 0.00 59,772.10 2,400.00 0.00 3,108.62 0.00 31,459.00

20,213.15 1,200.00 0.00 121,278.90 7,200.00 0.00 6,423.90 0.00 21,277.00

19,205.20 1,200.00 0.00 96,026.00 6,000.00 0.00 5,101.35 0.00 20,216.00

20,213.15 1,200.00 0.00 40,426.30 2,400.00 0.00 2,141.30 0.00 21,277.00

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MATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

17,201.65 1,200.00 0.00 481,646.20 33,600.00 0.00 25,762.52 0.00 18,107.00

17,201.65 1,200.00 0.00 206,419.80 14,400.00 0.00 11,041.08 0.00 18,107.00

12,457.35 1,200.00 0.00 199,317.60 19,200.00 0.00 10,925.92 0.00 13,113.00

13,495.70 1,200.00 0.00 296,905.40 26,400.00 0.00 16,165.38 0.00 14,206.00

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MATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

17,201.65 1,200.00 0.00 51,604.95 3,600.00 0.00 2,760.27 0.00 18,107.00

10,704.60 1,200.00 0.00 21,409.20 2,400.00 0.00 1,190.46 0.00 11,268.00

1,451.60 60.00 0.00 2,903.20 120.00 0.00 151.16 0.00 1,528.00

37,260.90 1,200.00 0.00 37,260.90 1,200.00 0.00 1,923.04 0.00 39,222.00

3,377.25 120.00 0.00 20,263.50 720.00 0.00 1,049.16 0.00 3,555.00

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MATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

736.25 120.00 0.00 736.25 120.00 0.00 42.82 0.00 775.00

660.25 120.00 0.00 660.25 120.00 0.00 39.01 0.00 695.00

779.95 120.00 0.00 3,119.80 480.00 0.00 179.96 0.00 821.00

527.25 120.00 0.00 4,218.00 960.00 0.00 258.88 0.00 555.00

1,410.75 120.00 0.00 16,929.00 1,440.00 0.00 918.48 0.00 1,485.00

1,413.60 120.00 0.00 8,481.60 720.00 0.00 460.14 0.00 1,488.00

249.85 48.00 0.00 499.70 96.00 0.00 29.80 0.00 263.00

106.40 24.00 0.00 212.80 48.00 0.00 13.06 0.00 112.00

752.40 192.00 0.00 1,504.80 384.00 0.00 94.46 0.00 792.00

564.30 144.00 0.00 2,257.20 576.00 0.00 141.64 0.00 594.00

470.25 120.00 0.00 1,881.00 480.00 0.00 118.04 0.00 495.00

376.20 96.00 0.00 752.40 192.00 0.00 47.22 0.00 396.00

188.10 48.00 0.00 1,128.60 288.00 0.00 70.80 0.00 198.00

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MATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

73.15 12.00 0.00 146.30 24.00 0.00 8.52 0.00 77.00

369.55 72.00 0.00 2,217.30 432.00 0.00 132.42 0.00 389.00

246.05 48.00 0.00 984.20 192.00 0.00 58.80 0.00 259.00

123.50 24.00 0.00 988.00 192.00 0.00 58.96 0.00 130.00

61.75 12.00 0.00 741.00 144.00 0.00 44.28 0.00 65.00

1,707.15 120.00 0.00 6,828.60 480.00 0.00 365.44 0.00 1,797.00

1,024.10 72.00 0.00 4,096.40 288.00 0.00 219.24 0.00 1,078.00

683.05 48.00 0.00 1,366.10 96.00 0.00 73.10 0.00 719.00

341.05 24.00 0.00 2,046.30 144.00 0.00 109.50 0.00 359.00

532.95 48.00 0.00 6,395.40 576.00 0.00 348.60 0.00 561.00

686.85 72.00 0.00 1,373.70 144.00 0.00 75.88 0.00 723.00

571.90 60.00 0.00 1,143.80 120.00 0.00 63.18 0.00 602.00

457.90 48.00 0.00 915.80 96.00 0.00 50.58 0.00 482.00

342.95 36.00 0.00 685.90 72.00 0.00 37.90 0.00 361.00

228.95 24.00 0.00 457.90 48.00 0.00 25.30 0.00 241.00

114.00 12.00 0.00 228.00 24.00 0.00 12.60 0.00 120.00

784.70 120.00 0.00 4,708.20 720.00 0.00 271.38 0.00 826.00

313.50 48.00 0.00 1,881.00 288.00 0.00 108.42 0.00 330.00

78.85 12.00 0.00 946.20 144.00 0.00 54.60 0.00 83.00

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MATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

278.35 24.00 0.00 14,474.20 1,248.00 0.00 786.24 0.00 293.00

227.05 24.00 0.00 103,988.90 10,992.00 0.00 5,747.90 0.00 239.00

197.60 24.00 0.00 3,359.20 408.00 0.00 188.19 0.00 208.00

157.70 24.00 0.00 1,892.40 288.00 0.00 108.96 0.00 166.00

131.10 12.00 0.00 655.50 60.00 0.00 35.80 0.00 138.00

102.60 12.00 0.00 205.20 24.00 0.00 11.46 0.00 108.00

78.85 12.00 0.00 394.25 60.00 0.00 22.75 0.00 83.00

42.75 12.00 0.00 42.75 12.00 0.00 2.73 0.00 45.00

31.35 12.00 0.00 94.05 36.00 0.00 6.48 0.00 33.00

73.15 12.00 0.00 8,631.70 1,416.00 0.00 502.68 0.00 77.00

40.85 12.00 0.00 1,470.60 432.00 0.00 95.04 0.00 43.00

16.15 12.00 0.00 1,162.80 864.00 0.00 101.52 0.00 17.00

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MATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

44.65 12.00 0.00 312.55 84.00 0.00 19.81 0.00 47.00

1,957.95 24.00 0.00 5,873.85 72.00 0.00 297.27 0.00 2,061.00

4,275.00 235.00 0.00 4,275.00 235.00 0.00 225.50 0.00 4,500.00

1,817.35 102.00 0.00 1,817.35 102.00 0.00 95.96 0.00 1,913.00

314.45 12.00 0.00 2,201.15 84.00 0.00 114.24 0.00 331.00

216.60 12.00 0.00 216.60 12.00 0.00 11.44 0.00 228.00

11.40 5.00 0.00 355,452.00 155,900.00 0.00 25,567.60 0.00 12.00

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MATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

8.55 24.00 0.00 33,943.50 95,280.00 0.00 6,471.10 0.00 9.00

141.55 18.00 0.00 141.55 18.00 0.00 7.98 0.00 149.00

117.80 18.00 0.00 117.80 18.00 0.00 6.78 0.00 124.00

113.05 18.00 0.00 226.10 36.00 0.00 13.12 0.00 119.00

104.50 18.00 0.00 209.00 36.00 0.00 12.24 0.00 110.00

143.45 18.00 0.00 143.45 18.00 0.00 8.07 0.00 151.00

109.25 18.00 0.00 218.50 36.00 0.00 12.72 0.00 115.00

95.95 18.00 0.00 287.85 54.00 0.00 17.10 0.00 101.00

85.50 18.00 0.00 342.00 72.00 0.00 20.72 0.00 90.00

138.70 18.00 0.00 277.40 36.00 0.00 15.68 0.00 146.00

104.50 18.00 0.00 209.00 36.00 0.00 12.24 0.00 110.00

95.95 18.00 0.00 95.95 18.00 0.00 5.70 0.00 101.00

90.25 18.00 0.00 1,444.00 288.00 0.00 86.56 0.00 95.00

109.25 18.00 0.00 109.25 18.00 0.00 6.36 0.00 115.00

104.50 18.00 0.00 1,985.50 342.00 0.00 116.28 0.00 110.00

87.40 18.00 0.00 2,534.60 522.00 0.00 152.83 0.00 92.00

81.70 18.00 0.00 163.40 36.00 0.00 9.98 0.00 86.00

104.50 18.00 0.00 209.00 36.00 0.00 12.24 0.00 110.00

99.75 18.00 0.00 2,593.50 468.00 0.00 153.14 0.00 105.00

95.95 18.00 0.00 191.90 36.00 0.00 11.40 0.00 101.00

90.25 18.00 0.00 1,263.50 252.00 0.00 75.74 0.00 95.00

81.70 18.00 0.00 490.20 108.00 0.00 29.94 0.00 86.00

77.90 18.00 0.00 2,804.40 648.00 0.00 172.44 0.00 82.00

90.25 18.00 0.00 361.00 72.00 0.00 21.64 0.00 95.00

81.70 18.00 0.00 490.20 108.00 0.00 29.94 0.00 86.00

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MATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

137.75 18.00 0.00 1,102.00 144.00 0.00 62.24 0.00 145.00

117.80 18.00 0.00 9,895.20 1,512.00 0.00 569.52 0.00 124.00

98.80 18.00 0.00 1,679.60 306.00 0.00 99.45 0.00 104.00

80.75 18.00 0.00 161.50 36.00 0.00 9.88 0.00 85.00

64.60 18.00 0.00 1,550.40 432.00 0.00 98.88 0.00 68.00

51.30 18.00 0.00 615.60 216.00 0.00 41.52 0.00 54.00

60.80 6.00 0.00 17,753.60 1,752.00 0.00 975.28 0.00 64.00

55.10 6.00 0.00 44,961.60 4,896.00 0.00 2,488.80 0.00 58.00

49.40 6.00 0.00 2,420.60 294.00 0.00 135.24 0.00 52.00

44.65 6.00 0.00 2,143.20 288.00 0.00 121.92 0.00 47.00

38.00 6.00 0.00 1,368.00 216.00 0.00 79.56 0.00 40.00

36.10 6.00 0.00 866.40 144.00 0.00 50.40 0.00 38.00

332.50 50.00 0.00 34,247.50 5,150.00 0.00 1,970.39 0.00 350.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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MATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 71,000.00 0.00 0.00 71,000.00 0.00 3,550.00 0.00

0.00 25,000.00 0.00 0.00 25,000.00 0.00 1,249.99 0.00

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MATL LABOR SUBCON MATL LABOR SUBCON P/P COST TOOLS MATL

U/RATE U/RATE U/RATE T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT T/AMOUNT U/RATE

2,503,461.85 518,075.00 0.00 151,081.70 0.00

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ORIGINAL PRICE OFFER

LABOR SUBCON

U/RATE U/RATE

1,200.00

1,200.00

1,200.00

1,200.00

1,200.00

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ORIGINAL PRICE OFFER

LABOR SUBCON

U/RATE U/RATE

1,200.00

1,200.00

1,200.00

1,200.00

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ORIGINAL PRICE OFFER

LABOR SUBCON

U/RATE U/RATE

1,200.00

1,200.00

60.00

1,200.00

120.00

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ORIGINAL PRICE OFFER

LABOR SUBCON

U/RATE U/RATE

120.00

120.00

120.00

120.00

120.00

120.00

48.00

24.00

192.00

144.00

120.00

96.00

48.00

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ORIGINAL PRICE OFFER

LABOR SUBCON

U/RATE U/RATE

12.00

72.00

48.00

24.00

12.00

120.00

72.00

48.00

24.00

48.00

72.00

60.00

48.00

36.00

24.00

12.00

120.00

48.00

12.00

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ORIGINAL PRICE OFFER

LABOR SUBCON

U/RATE U/RATE

24.00

24.00

24.00

24.00

12.00

12.00

12.00

12.00

12.00

12.00

12.00

12.00

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ORIGINAL PRICE OFFER

LABOR SUBCON

U/RATE U/RATE

12.00

24.00

235.00

102.00

12.00

12.00

5.00

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ORIGINAL PRICE OFFER

LABOR SUBCON

U/RATE U/RATE

24.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

18.00

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LABOR SUBCON

U/RATE U/RATE

18.00

18.00

18.00

18.00

18.00

18.00

6.00

6.00

6.00

6.00

6.00

6.00

50.00

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ORIGINAL PRICE OFFER

LABOR SUBCON

U/RATE U/RATE

71,000.00

25,000.00

Page 317: Cost Analysis

Project : PROPOSED SEVEN (7) STOREY COMMERCIAL BUILDINGLocationOwnerSubject : PLUMBING SYSTEM - BILL OF QUANTITIES.Document N0.

DESCRIPTION OF WORK UNIT QTY. ITEM No.

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UNIT RATE TOTAL

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