boq for productivity rate

8/10/2019 BOQ for Productivity Rate

1/7

Project : BellaVita Tapia

Subject : Cost Estimate for Duplex Units Using Wall Form Tiles (JJM)

Floor Area sqm

Qty Unit

Unit Cost Amount Unit Cost Amount

I Preliminaries1.00 Preliminaries 1.00 lot - - 3,000.00 3,000.

Sub-total I - 3,000.0

II Site Works

1.00 Clearing 24.00 sqm - - 12.00 288.

2.00 Lay-out/Staking 24.00 sqm 20.00 480.00 5.00 120.

3.00 Excavation 5.18 cum - - 350.00 1,813.

4.00 Backfilling 3.88 cum - - 180.00 698.4

Sub-total II 480.00 2,919.4

III Structural Works

1.00 Footings

Gravel Bedding 0.26 cum 803.57 208.93 44.64 11.

Reinforcement 74.00 kgs 3.57 264.

Concrete 2.59 cum

Cement 23.31 bags 44.64 1,040.Sand 1.30 cum 741.07 959.69 178.57 231.

Gravel 2.59 cum 803.57 2,081.25 178.57 462.

2.00 Slab

Gravel Bedding 0.53 cum 803.57 425.89 44.64 23.


Concrete 1.58 cum - -

Cement 14.22 bags 44.64 634.

Sand 0.79 cum 741.07 585.45 178.57 141.

Gravel 1.58 cum 803.57 1,269.64 178.57 282.

Floor Finishing/Topping 21.00 sqm 22.32 468.

3.00 Formworks 3.20 sqm 89.29 285.71 35.71 114.

Sub-total III 5,816.56 3,880.3

IV Masonry Works

1.00 Wall SystemWall System (Including mortar & Rebars) 80.00 sqm - -

Wall Form Tiles 735.00 pcs 51.07 37,537.50 28.42 20,892.

Cement (For Form Tiles Production) 50.00 bags - -

GI Studs 84.21 pcs 75.89 6,390.94 22.32 1,879.


Cement (For Form Tiles Laying) 25.00 bags 44.64 1,116.

Sand 2.23 cum 741.07 1,652.59 178.57 398.

Gravel 4.46 cum 803.57 3,583.93 178.57 796.4

Plastering at Corners 15.20 l.m. 53.57 814.


Concrete cum - -

2.00 Formworks - sqm - -

Sub-total IV 49,164.96 26,875.8

Labor Cost

24.00

DescriptionNo

OSM

OSM

OSM

OSM

OSM

OSM

Material Cost

OSM

OSM

OSM


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3/7


Subject : Cost Estimate for Multipod Units Using Wall Form Tiles (JJM)

Floor Area sqm

I Preliminaries

1.00 Preliminaries 4.00 lot

Sub-total I

II Site Works

1.00 Clearing 90.00 sqm 10.00 4.00 40.00

2.00 Lay-out/Staking 90.00 sqm 30.00 3.00 90.00

3.00 Excavation 19.20 cum 1.33 8.00 10.64

4.00 Backfilling 11.52 cum 3.87 8.00 30.96

Sub-total II


1.00 Footings

Gravel Bedding 0.80 cum 3.87 1.00 3.87

Reinforcement 280.00 kgs 112.00 8.00 896.00

Concrete 10.00 cum 0.91 10.00 9.10

Cement 90.00 bags

Sand 5.00 cum

Gravel 10.00 cum

2.00 Slab



Concrete 6.32 cum 0.91 10.00 9.10

Cement 56.88 bags

Sand 3.16 cum

Gravel 6.32 cum

Floor Finishing/Topping 78.80 sqm 20.00 8.00 160.00

3.00 Formworks 12.80 sqm 2.70 6.00 16.20

Sub-total III

IV Masonry Works

1.00 Wall System

Wall System 234.24 sqm

Wall Form Tiles 2,372.00 pcs 20.00 10.00 200.00

Cement (For Form Tiles Production) 160.00 bags

GI Studs 272.00 pcs 10.00 10.00 100.00


Cement (For Form Tiles Laying) 80.00 bags 0.91 10.00 9.10

Sand 7.20 cum 0.08 10.00 0.75

Gravel 14.40 cum 0.16 10.00 1.60

Plastering at Corners 42.40 l.m. 1.33 10.00 13.30


Concrete cum 0.91 10.00 9.10

2.00 Formworks - sqm 2.70 12.00 32.40

Sub-total IV

V Metal Works

1.00 Roof Framing 4.00 lot 0.25 4.00 1.00

Sub-total V

VI Architectural Works

1.00 Roofing Works 1.00 lot 0.04 10.00 0.35

2.00 Doors

D-1 (2.10 x 0.80m) Steel Door(4 set) 72.24 sq.ft 20.00 4.00 80.00


D-3 (2.10 x 0.60m) PVC Door(4 set) 55.72 sq.ft 20.00 4.00 80.00

3.00 Windows

W-1(1.40 x 1.70m) SCW w/ 3mm thick glass(4 set) 102.34 sq.ft 75.00 4.00 300.00




4.00 Hardwares

Cylindrical Keyed Lockset (Main & Service) 8.00 set 5.00 2.00 10.00

Productivity Rate

Capability Rate

(per Day)

Productivity Rate

(per Day)

No. of

Manpower

QtyNo UnitDescription

90.00


4/7

1.00 Water Lines 4.00 lot 0.25 4.00 1.00

2.00 Sewer Lines 4.00 lot 0.25 4.00 1.00

3.00 Plumbing Fixtures

Water Closet and Lavatory 4.00 set 0.25 4.00 1.00

Kitchen Sink 4.00 set 0.50 4.00 2.00

Shower/Valve/Faucet 4.00 set 1.00 4.00 4.00

Hose Bibb 4.00 pcs 1.00 4.00 4.00

Water Meter 4.00 pcs 1.00 4.00 4.00

4.00 Septic Tank 4.00 lot 0.25 4.00 1.00

Sub-total VII

VIII Electrical Works

1.00 Pipes and Conduits 4.00 lot 0.25 4.00 1.00

2.00 Wires and Cables 4.00 lot 0.25 4.00 1.00

3.00 Electrical Fixtures 4.00 lot 0.50 4.00 2.00

4.00 Panel Board 4.00 lot 1.00 2.00 2.00

5.00 Service Entrance 4.00 lot 0.25 8.00 2.00

Sub-total VIII

Total Direct Cost

Cost/sqm

Total Cost + VAT


5/7


Subject : Cost Estimate for Multipod Units Using Wall Form Tiles (JJM)

Floor Area sqm

I Preliminaries

1.00 Preliminaries 4.00 lot

Sub-total I

II Site Works

1.00 Clearing 90.00 sqm 10.00 3.00 30.00

2.00 Lay-out/Staking 90.00 sqm 30.00 2.00 60.00

3.00 Excavation 19.20 cum 1.33 6.00 7.98

4.00 Backfilling 11.52 cum 3.87 1.00 3.87

Sub-total II


1.00 Footings



Concrete 10.00 cum 0.91 10.00 9.10

Cement 90.00 bags

Sand 5.00 cum

Gravel 10.00 cum

2.00 Slab



Concrete 6.32 cum 0.91 10.00 9.10

Cement 56.88 bags

Sand 3.16 cum

Gravel 6.32 cum

Floor Finishing/Topping 78.80 sqm 20.00 8.00 160.00

3.00 Formworks 12.80 sqm 2.70 6.00 16.20

Sub-total III

IV Masonry Works

1.00 Wall System

Wall System 234.24 sqm

Wall Form Tiles 2,372.00 pcs 20.00 10.00 200.00

Cement (For Form Tiles Production) 160.00 bags

GI Studs 272.00 pcs 10.00 10.00 100.00


Cement (For Form Tiles Laying) 80.00 bags 0.91 10.00 9.10

Sand 7.20 cum 0.08 10.00 0.75

Gravel 14.40 cum 0.16 10.00 1.60

Plastering at Corners 42.40 l.m. 1.33 10.00 13.30


Concrete cum 0.91 10.00 9.10

2.00 Formworks - sqm 2.70 12.00 32.40

Sub-total IV

V Metal Works

1.00 Roof Framing 4.00 lot 0.25 4.00 1.00

Sub-total V

VI Architectural Works

1.00 Roofing Works 1.00 lot 0.04 10.00 0.35

2.00 Doors



D-3 (2.10 x 0.60m) PVC Door(4 set) 55.72 sq.ft 20.00 4.00 80.00

3.00 Windows





4.00 Hardwares

Cylindrical Keyed Lockset (Main & Service) 8.00 set 5.00 2.00 10.00

90.00

No Description Qty Unit Capability Rate

(per Day)

No. of

Manpower

Productivity Rate

(per Day)

Productivity Rate


6/7

1.00 Water Lines 4.00 lot 0.25 4.00 1.00

2.00 Sewer Lines 4.00 lot 0.25 4.00 1.00

3.00 Plumbing Fixtures

Water Closet and Lavatory 4.00 set 0.25 4.00 1.00

Kitchen Sink 4.00 set 0.50 4.00 2.00

Shower/Valve/Faucet 4.00 set 1.00 4.00 4.00

Hose Bibb 4.00 pcs 1.00 4.00 4.00

Water Meter 4.00 pcs 1.00 4.00 4.00

4.00 Septic Tank 4.00 lot 0.25 4.00 1.00

Sub-total VII

VIII Electrical Works

1.00 Pipes and Conduits 4.00 lot 0.25 4.00 1.00

2.00 Wires and Cables 4.00 lot 0.25 4.00 1.00

3.00 Electrical Fixtures 4.00 lot 0.50 4.00 2.00

4.00 Panel Board 4.00 lot 1.00 2.00 2.00

5.00 Service Entrance 4.00 lot 0.25 8.00 2.00

Sub-total VIII

Total Direct Cost

Cost/sqm

Total Cost + VAT


7/7

ITEM Description

Working

Days Precedes

A Clearing 2 B

B Lay-out/Staking 1 C , E

C Excavation 3 D

D Backfilling & Compaction 3 f

E Cutting and Bending of Rebars 5 -

F Rough-Ins Plumbing, Water, & Electrical 4 G

GInstallation of Rebars and Polyethylene Sheets

for Footing & Slab3 H

H Concrete Pouring 1 I

I Masonry walls ( WFT ) 14 J , K , R

J Installation of Battens 4 L

K Installation of Rafters 4 L

L Installation of Fascia Board 6 M , P , Q

M Roofing Installation 3 N

N Ceiling installation 8 OO Application Stucco & Skim coat Finish 8 S , T , U

P Installaion Electrical Fixtures 16 V

Q Installation of Plumbing Fixtures 11 V

R Septic Tank 6 V

S Painting Works 12 V

T Installation of Windows 8 V

U Installation of Doors 8 V

V FINISH - -

Week 1 Week 2 Week 3 Week 4 Week 5 W

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