oled estimate

Project Title: PROPOSED OVERHEAD LED BILLBOARD Prepared by: Engr. Clark Gagui

Project Location: BATANGAS CITY

Client: ADVENUE MEDIA CORPORATION

I. GENERAL REQUIREMENTS

Qty 1.00 lot

1.0 Mobilization/Demobilization Php 5,000.00

2.0 Temporary Facilities

a.) Bunkhouse/Office/Warehouse Php 15,000.00

b.) Temporary Lightings Php 10,000.00

c.) Temporary Water Php 5,000.00

Php 35,000.00

II. EARTHWORKS

1.0 Excavation Works/Backfill and Compaction

Qty 6.19 cu.m

A. LABOR COST

1 Project Engineer @ Php 600.00 /day Php 600.00

1 Construction Foreman Php 450.00 /day Php 450.00

1 H.E. Operator Php 400.00 /day Php 400.00

4 Laborer Php 300.00 /day Php 1,200.00

Php 2,650.00

Php 2,650.00 x 2.0 day Php 5,300.00

B. EQUIPMENT EXPENSES (RENTAL)

1 unit Backhoe/Loader Php 7,000.00 /day Php 7,000.00

Fuel, oil, lub.,etc Php 1,750.00 /day Php 1,750.00

Php 8,750.00

Php 8,750.00 x 2.0 days Php 17,500.00

S U M M A R Y

A. LABOR COST Php 5,300.00

B. EQUIPMENT EXPENSES (RENTAL) Php 17,500.00

Php 22,800.00

plus: 7% OCM Php 1,596.00

8% CP Php 1,824.00

12% VAT Php 2,736.00

Php 26,220.00

Unit Cost = Php 26,220.00 / 6.19 cu.m Php 4,237.58

Total Item Cost = Php 4,237.58 x 6.19 cu.m Php 26,220.00

III. CONCRETE WORKS

Qty 5.69 cu.m

A. MATERIAL COST

57.0 bags Portland Cement @ Php 225.00 /bag Php 12,825.00

7.0 cu.m Screened Gravel Php 400.00 /cu.m Php 2,800.00

4.0 cu.m Washed Sand Php 450.00 /cu.m Php 1,800.00

Php 17,425.00

B. LABOR COST

1.0 Project Engineer @ Php 600.00 /day Php 600.00

1.0 Construction Foreman Php 450.00 /day Php 450.00

2.0 Mason Php 375.00 /day Php 750.00

4.0 Laborer Php 300.00 /day Php 1,200.00

Php 3,000.00

Php 3,000.00 x 10.0 days Php 30,000.00

C. EQUIPMENT EXPENSES (RENTAL)

1 unit One Bagger Concrete Mixer Php 550.00 /day Php 550.00

Fuel, oil, lub.,etc Php 137.50 /day Php 137.50

Php 687.50

Php 687.50 x 10.0 days Php 6,875.00

S U M M A R Y

A. MATERIAL COST Php 17,425.00

B. LABOR COST Php 30,000.00

C. EQUIPMENT EXPENSES (RENTAL) Php 6,875.00

Php 54,300.00


8% CP Php 4,344.00

12% VAT Php 6,516.00

Php 62,445.00

Unit Cost = Php 62,445.00 / 5.69 cu.m Php 10,967.27

Total Item Cost = Php 10,967.27 x 5.69 cu.m Php 62,445.00

IV. REINFORCE STEEL BARS

Qty 700.99 kgs

A. MATERIAL COST

455.4 kgs 16mmØ Def. bars Php 40.00 /kg Php 18,217.71



7.6 kgs # 16 G.I. tie wire Php 60.00 /kg Php 453.43

Php 28,493.23

B. LABOR COST

1.0 Project Engineer @ Php 600.00 /day Php 600.00

1.0 Construction Foreman Php 450.00 /day Php 450.00

4.0 Steelman Php 350.00 /day Php 1,400.00

2.0 Laborer Php 300.00 /day Php 600.00

Php 3,050.00

Php 3,050.00 x 6.0 days Php 18,300.00

C. EQUIPMENT EXPENSES (RENTAL)

1 unit Bar cutter Php 300.00 /day Php 300.00

Php 300.00

Php 300.00 x 6.0 days Php 1,800.00

S U M M A R Y




Php 48,593.23


8% CP Php 3,887.46

12% VAT Php 5,831.19

Php 55,882.21

Unit Cost = Php 55,882.21 / 700.99 kgs Php 79.72

Total Item Cost = Php 79.72 x 700.99 kgs Php 55,882.21

V. FORMS AND SCAFFOLDINGS

Qty 1.00 lot

A. MATERIAL COST

15.0 pcs 1/2"x4'x8' Form Plywood @ Php 560.00 /pc Php 8,400.00

500.0 bd.ft Asst. Form lumber @ Php 24.00 /bd.ft Php 12,000.00

20.0 kgs Asst. CWNail @ Php 75.00 /kg Php 1,500.00

20.0 bd.ft # 16 G.I. tie wire @ Php 60.00 /kg Php 1,200.00

Php 23,100.00

B. LABOR COST


1 Construction Foreman @ Php 450.00 /day Php 450.00

2 Carpenter @ Php 375.00 /day Php 750.00

2 Laborer @ Php 300.00 /day Php 600.00

Php 2,400.00

Php 2,400.00 x 4.0 days Php 9,600.00

S U M M A R Y



Php 32,700.00


8% CP Php 2,616.00

12% VAT Php 3,924.00

Php 37,605.00

Unit Cost = Php 37,605.00 / 1.00 lot Php 37,605.00

Total Item Cost = Php 37,605.00 x 1.00 lot Php 37,605.00

VI. MASONRY WORKS

Qty 11.20 sq.m

A. MATERIAL COST

11.0 bags Portland Cement @ Php 225.00 /bag Php 2,475.00

2.0 cu.m Washed sand @ Php 400.00 /cu.m Php 800.00

- pcs 5" CHB @ Php 10.50 /pc Php -

- kgs 10mmØ Def. bars @ Php 40.00 /kg Php -

- bd.ft # 16 G.I. tie wire @ Php 60.00 /kg Php -

Php 3,275.00

B. LABOR COST


1 Construction Foreman Php 450.00 /day Php 450.00

2 Mason Php 375.00 /day Php 750.00

1 Laborer Php 300.00 /day Php 300.00

Php 2,100.00

Php 2,100.00 x 2.5 day Php 5,250.00

S U M M A R Y



Php 8,525.00

plus: 7% OCM Php 596.75

8% CP Php 682.00

12% VAT Php 1,023.00

Php 9,803.75

Unit Cost = Php 9,803.75 / 11.20 sq.m Php 875.33

Total Item Cost = Php 875.33 x 11.20 sq.m Php 9,803.75

V. PAINTING WORKS (Concrete Column)

Qty 6.40 sq.m

A. MATERIAL COST

3.0 tin Flat Latex paint @ Php 1,810.00 /tin Php 5,430.00

3.0 tin Semi-gloss Latex paint @ Php 2,370.00 /tin Php 7,110.00

3.0 lits Latex color @ Php 120.00 /lit Php 360.00

2.0 gal. Masonry putty @ Php 15.00 /gal Php 30.00

- kgs Patching compound @ Php 15.00 /lit Php -

- lits Stickwel @ Php 195.00 /lit Php -

3.0 pcs Roller brush @ Php 100.00 /pc Php 300.00

10.0 pcs Paint brush @ Php 45.00 /pc Php 450.00

20.0 pcs Sandpaper @ Php 25.00 /pc Php 500.00

10.0 pcs Stupa Rag @ Php 20.00 /kg Php 200.00

Php 14,380.00

B. LABOR COST



2 Painter @ Php 350.00 /day Php 700.00


Php 2,350.00

Php 2,350.00 x 1.5 day Php 3,525.00

S U M M A R Y



Php 17,905.00


8% CP Php 1,432.40

12% VAT Php 2,148.60

Php 20,590.75

Unit Cost = Php 20,590.75 / 6.40 sq.m Php 3,217.30

Total Item Cost = Php 3,217.30 x 6.40 sq.m Php 20,590.75

VI. TRUSS WORKS

Qty 1.00 lot

A. MATERIAL COST

23.0 pcs 1.5mm x 2"x6" CEE purlins (truss) @ Php 650.00 /pc Php 14,950.00

12.0 pcs 1.0mm x 2"x4" CEE purlins @ Php 397.00 /pc Php 4,764.00

5.0 pcs 10mmØ Plain Round bar @ Php 138.00 /pc Php 690.00

9.0 pcs 1/4" x 10"x10" Base plate @ Php 250.00 /pc Php 2,250.00

3.0 box Welding rod @ Php 1,200.00 /box Php 3,600.00

36.0 pcs 12mmØ x 10" Anchor bolts w/

Nut and washer @ Php 120.00 /pc Php 4,320.00

Php 30,574.00

B. LABOR COST



2 Welder @ Php 375.00 /day Php 750.00


Php 2,400.00

Php 2,400.00 x 4.0 day Php 9,600.00

1 unit Welding Machine Php 550.00 /day Php 550.00

Php 550.00

Php 550.00 x 3.0 days Php 1,650.00

S U M M A R Y




Php 41,824.00


8% CP Php 3,345.92

12% VAT Php 5,018.88

Php 48,097.60

Unit Cost = Php 48,097.60 / 1.00 lot Php 48,097.60

Total Item Cost = Php 48,097.60 x 1.00 lot Php 48,097.60

V. CLADDING WORKS

Qty 29.00 sq.m

A. MATERIAL COST

32.0 panel(s) Aluminum Composite Panel @ Php 2,300.00 /pcs Php 73,600.00

Php 73,600.00

B. LABOR COST



3 Carpenter @ Php 375.00 /day Php 1,125.00


Php 2,775.00

Php 2,775.00 x 4.0 day Php 11,100.00

S U M M A R Y



Php 84,700.00


8% CP Php 6,776.00

12% VAT Php 10,164.00

Php 97,405.00

Unit Cost = Php 97,405.00 / 29.00 sq.m Php 3,358.79

Total Item Cost = Php 3,358.79 x 29.00 sq.m Php 97,405.00

TOTAL CONSTRUCTION COST Php 393,049.31

56.94

1.72166427546628

0.64225791857462

0.41558441558442

1.6030534351145

12.342667

0.24513212795549

16.579.946.62

3.311

37.44 6.24

0.31399228102309

Project Title: PROPOSED TWO (2) STOREY LTO BUILDING

Project Location: BRGY. POBLACION, URDANETA CITY, PANGASINAN

Owner: LAND TRANSPORTATION OFFICE (Urdaneta Branch)

BILL OF QUANTITIESItem No. DESCRIPTION UNIT QTY UNIT COST AMOUNT

I GENERAL REQUIREMENTS lot 1.00 35,000.00 35,000.00

II EARTHWORKS cu.m 6.19 4,237.58 26,220.00

III. CONCRETE WORKS cu.m 5.69 10,967.27 62,445.00

IV REINFORCE STEEL BARS kgs 700.99 79.72 55,882.21

V FORMS AND SCAFFOLDINGS lot 1.00 37,605.00 37,605.00

VI MASONRY WORKS sq.m 11.20 875.33 9,803.75

VII TILE WORKS #REF! #REF! #REF! #REF!

VIII CARPENTRY AND JOINERY WORKS #REF! #REF! #REF! #REF!

IX DOORS AND WINDOWS #REF! #REF! #REF! #REF!

X PAINTING WORKS sq.m 6.40 3,217.30 20,590.75

XI TRUSS WORKS lot 1.00 48,097.60 48,097.60

XII ROOFING WORKS #REF! #REF! #REF! #REF!

XIII TINSMITRY WORKS #REF! #REF! #REF! #REF!

XIV ELECTRICAL WORKS #REF! #REF! #REF! #REF!TOTAL PROJECT COST #REF!

EARTHWORKSEXCAVATION WORKS

MARKFOR ONE (1) STRUCTURE

F-1 2.75 1.50 1.50 1.00 6.19FTB 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00GB 0.00 0.00 0.00 0.00 0.00COLUMN 0.00 0.00 0.00 0.00 0.00TOTAL 6.19

BACKFILL/COMPACTION


F-1 2.75 1.50 1.50 1.00 6.19FTB 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00GB 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00COLUMN 0.00 0.00 0.00 0.00 0.00TOTAL 6.19

Excavation = 6.19Backfill/Compaction 0.00 cu.m

GRAVEL BEDDING


F-1 2.75 1.50 0.10 1.00 0.41FTB 0.00 0.00 0.10 0.00 0.00

0.00 0.00 0.10 0.00 0.00GB 0.00 0.00 0.10 0.00 0.00

0.00 0.00 0.10 0.00 0.00Area-1 0.00 0.00 0.00 0.00 0.00Area-2 0.00 0.00 0.00 0.00 0.00TOTAL 0.41

NO. OF SIMILAR

STRUCTURE

TOTAL VOLUME

(m³)LENGTH

(m.)WIDTH

(m.)HEIGHT

(m.)

NO. OF SIMILAR

STRUCTURE

TOTAL VOLUME

(m³)LENGTH

(m.)WIDTH

(m.)HEIGHT

(m.)

NO. OF SIMILAR

STRUCTURE

TOTAL VOLUME

(m³)LENGTH

(m.)WIDTH

(m.)HEIGHT

(m.)

9.170.000.000.000.00

9.170.000.00

0.00

V - MASONRY WORKS

GROUND FLOORperimeter wall 1.60 3.50 2.00 11.20

less opening 0.00 0.00

Total area 11.20

11.20

perimeter wall 0.00 3.50 1.00 0.00

0.00 1.00 1.00 0.00

0.00 3.00 1.00 0.00

less opening 0.00 0.00

Total area 0.00

No. of pcs 6” CHB 0.00 say - pcs

Cement 0.00 say - bags

Sand 0.00 say - m³

Vert. Reinforcement 23.86

Hor. Reinforcement 24.08

47.94 / 5.7m = 8.40982456140351

say 0 pcs 10mmØ -

GI Tie Wire 0.27 say 0 kgs

Plastering

perimeter wall 0.00 0.00 1.00 0.00

22.40

22.40

Cement 9.63 say 11 bags

Sand 0.56 say 2 cu.m.

Summary

Cement 11.00

Sand 2.00

No. of pcs 6” CHB 0.00

RSB Reinforcement 0.00

GI Tie Wire 0.00

10MMØ0.616 6.00 3.70

0.616 7.50 4.62

0.616 9.00 5.54

0.616 10.50 6.47

0.616 12.00 7.39

REBAR WORKS

MARK LOCATION

FOR 1 STRUCTURE

F1 bottom-transverse 16 3.60 7.00 1.00 7.00

bottom-longitudinal 16 1.95 12.00 12.00

Footing

C1 vertical bar 16 4.55 8.00 2.00 16.00

4.60 outer ties 10 1.76 0.00 0.00

inner ties 10 0.85 0.00 0.00

C2 vertical bar 16 0.00 0.00 0.00 0.00

0.00 outer ties 10 0.00 0.00 0.00

inner ties 10 0.00 0.00 0.00

C3 vertical bar 16 0.00 0.00 0.00 0.00

0.00 outer ties 10 0.00 0.00 0.00

inner ties 10 0.00 0.00 0.00

FTB straight bars 16 0.00 6.00 0.00 0.00

0.00 stirrups 10 0.00 0.00 0.00

FTB straight bars 16 0.00 6.00 0.00 0.00

0.00 stirrups 10 0.00 0.00 0.00

GB straight bars 16 6.00 4.00 0.00 0.00

0.00 stirrups 10 0.90 36.00 0.00

GB straight bars 16 4.50 4.00 0.00 0.00

0.00 stirrups 10 0.90 27.00 0.00

BAR SIZE

NO. OF SIMILAR STRUCT

URE

TOTAL NO.OF PCS

ONE BAR LENGTH

NUMBER OF PCS

B-1 straight bars 16 6.00 4.00 0.00 0.00

0.00 top cut bars 16 1.50 2.00 0.00

bott. Cut bars 16 3.00 1.00 0.00

stirrups 10 1.20 36.00 0.00

B-1 straight bars 16 4.50 4.00 0.00 0.00

0.00 top cut bars 16 1.20 2.00 0.00

bott. Cut bars 16 2.50 1.00 0.00

stirrups 10 1.20 27.00 0.00

B-2 straight bars 16 6.00 4.00 0.00 0.00

0.00 top cut bars 16 1.50 4.00 0.00

bott. Cut bars 16 3.00 2.00 0.00

stirrups 10 1.40 36.00 0.00

B-3 straight bars 16 6.00 4.00 0.00 0.00

0.00 top cut bars 16 1.50 2.00 0.00

bott. Cut bars 16 3.00 1.00 0.00

stirrups 10 1.10 36.00 0.00

B-4 straight bars 16 2.50 4.00 0.00 0.00

0.00 top cut bars 16 0.75 2.00 0.00

bott. Cut bars 16 1.50 1.00 0.00

stirrups 10 0.90 15.00 0.00

LB-1 straight bars 12 2.50 4.00 0.00 0.00

0.00 stirrups 10 1.00 15.00 0.00

CB-1 straight bars 12 1.50 4.00 0.00 0.00

0.00 stirrups 10 1.00 9.00 0.00

RB-1 straight bars 12 6.00 4.00 0.00 0.00

0.00 top cut bars 12 1.50 2.00 0.00

bott. Cut bars 12 3.00 1.00 0.00

stirrups 10 0.90 36.00 0.00

straight bars 12 4.50 4.00 0.00 0.00

0.00 top cut bars 12 1.20 2.00 0.00

bott. Cut bars 12 2.50 1.00 0.00

stirrups 10 0.90 27.00 0.00

RB-2 straight bars 16 6.00 4.00 0.00 0.00

0.00 top cut bars 16 1.50 2.00 0.00

bott. Cut bars 16 3.00 1.00 0.00

stirrups 10 1.10 36.00 0.00

RB-3 straight bars 12 6.00 4.00 0.00 0.00

0.00 stirrups 10 0.70 36.00 0.00

straight bars 12 2.50 4.00 0.00 0.00

0.00 stirrups 10 0.70 15.00 0.00

LB-2 straight bars 12 2.50 4.00 0.00 0.00

0.00 stirrups 10 0.80 15.00 0.00

CB-2 straight bars 12 1.50 4.00 0.00 0.00

0.00 stirrups 10 0.80 9.00 0.00

SLAB ON FILL longitudinal 10 0.00 0.00 0.00 0.00

cross section 10 0.00 0.00 0.00

SUSPENDED SLAB top bars(longitudinal) 10 5.00 16.67 0.00 0.00

top bars (cross section) 10 8.00 26.67 0.00

cut bars(longitudinal) 12 1.25 10.00 0.00

cut bars (cross section) 12 4.00 10.00 0.00

bent up bars(longitudinal) 10 5.00 16.67 0.00

two way bent up bars (cross section) 10 8.00 26.67 0.00

MB-1 (30.00m) straight bars 16 30.83 4.00 3.00 12.00

@ GL A web bars 12 30.83 2.00 6.00

stirrups 10 1.40 784.00 2,352.00

MB-2(20.00m) straight bars 16 20.83 4.00 3.00 12.00

@ GL 1 web bars 12 20.83 2.00 6.00

stirrups 10 1.40 162.00 486.00

MB (30.00m) straight bars 16 30.83 4.00 1.00 4.00

@ GL A web bars 12 30.83 2.00 2.00

stirrups 10 1.40 184.00 184.00

Midbeam

RB-1 (20.00m) straight bars 16 20.83 4.00 1.00 4.00

@ GL 1 web bars 12 20.83 2.00 2.00

top cut bars-end support 16 0.93 2.00 2.00 4.00

top cut bars-middle support 16 1.65 2.00 2.00 4.00



bottom cut bars 16 1.50 2.00 4.00 8.00

bottom cut bars 16 3.00 2.00 2.00 4.00

stirrups 10 1.40 162.00 162.00


web bars 12 30.83 2.00 2.00





bottom cut bars 16 1.80 2.00 24.00 48.00

bottom cut bars 16 1.50 2.00 8.00 16.00

stirrups 10 1.40 784.00 784.00


web bars 12 20.83 2.00 8.00





bottom cut bars 16 1.50 2.00 4.00 32.00

bottom cut bars 16 3.00 2.00 2.00 16.00

stirrups 10 1.40 162.00 648.00

S.Angle (20.00m) straight bars 16 20.83 4.00 4.00 16.00

@ GL A web bars 12 20.83 2.00 8.00



bottom cut bars 16 1.50 2.00 8.00 64.00

stirrups 10 1.40 184.00 736.00

roofbeam

Ground Slab transverse 12 92.00 41.00 1.00 41.00

92 x 20 longitudinal 12 20.00 185.00 185.00

Ground Slab transverse 12 42.00 41.00 1.00 41.00

42 x 20 longitudinal 12 20.00 85.00 85.00

Ground Slab

12MMØ 16MMØ0.888 6.00 5.33 1.578 6.00 9.47

0.888 7.50 6.66 1.578 7.50 11.84

0.888 9.00 7.99 1.578 9.00 14.20

0.888 10.50 9.32 1.578 10.50 16.57

0.888 12.00 10.66 1.578 12.00 18.94

25.20 6.00 4.20 3.90 84.00 76.69 0.48

23.40 6.00

76.69 0.48 8616MMØ 76.69

TIE WIRE 0.48

72.80 6.00 12.13 16.00 0.00 227.23 0.00

0.00 6.00 0.00 20.00 73.92

0.00 6.00 0.00 17.00 62.83

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 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 0.00 #DIV/0! 0.00 0.00

363.98 0.00

16MMØ 227.23

10MMØ 136.75

TIE WIRE -

0.00 6.00 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 9.00 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 0.00

16MMØ -

10MMØ -

TIE WIRE -

0.00 6.00 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 9.00 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 0.00

16MMØ -

10MMØ -

TIE WIRE -

TOTAL NO. OF COMML LENGTH

COMML LENGTH

NO. OF VER/LONG

BAR

NO. OF HOR/TRANS

BAR

TOTAL BAR INTERSECTI

ON

0.00 6.00 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 9.00 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 7.50 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 7.50 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 7.50 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 9.00 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 7.50 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 7.50 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 -

16MMØ -

12MMØ -

10MMØ -

TIE WIRE -

0.00 5.60 0.00 0.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 544.44 0.00 3.08

0.00 5.60 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00

0.00 6.00 0.00 0.00 0.00 0.00

0.00 5.60 0.00 0.00 0.00

0.00 3.08

12MMØ - - 10MMØ - - TIE WIRE 3.08

16MMØ 151.52

12MMØ 53.30

10MMØ 55.50

TIE WIRE 4.00

168.00 7.50 6.00 784.00 14,112.00 1,988.70 95.86

84.00 7.50 559.65

588.00 6.00 2,175.60

24.00 12.00 6.00 162.00 2,916.00 454.56 19.81

12.00 12.00 127.92

41.00 6.00 151.70

8.00 12.00 6.00 184.00 1,104.00 151.52 7.50

4.00 12.00 42.64

46.00 6.00 170.20

5,822.49 387.48 698.00 12.00 8.00 162.00 1,296.00 151.52 8.80

4.00 12.00 42.64

1.00 6.00 9.47

1.00 7.50 11.84

1.00 6.00 9.47

1.00 10.50 16.57

2.00 6.00 18.94

2.00 6.00 18.94

41.00 6.00 151.70

56.00 7.50 8.00 784.00 6,272.00 662.90 42.60

28.00 7.50 186.55

1.00 7.50 11.84

0.00

16.00 6.00 151.52

2.00 12.00 37.88

10.00 9.00 142.05

4.00 6.00 37.88

196.00 6.00 725.20

32.00 12.00 8.00 162.00 5,184.00 606.08 35.21

16.00 12.00 170.56

4.00 6.00 37.88

4.00 7.50 47.35

4.00 6.00 37.88

4.00 10.50 66.29

8.00 6.00 75.76

8.00 6.00 75.76

41.00 6.00 151.70

32.00 12.00 8.00 41.00 1,312.00 606.08 8.91

16.00 12.00 170.56

16.00 6.00 151.52

8.00 12.00 151.52

16.00 6.00 151.52

184.00 6.00 680.80

5,568.17 95.53 92328.00 12.00 41.00 185.00 7,585.00 3,496.48 51.52

370.00 10.50 3,451.18

246.00 7.50 41.00 85.00 3,485.00 1,638.98 23.67

170.00 10.50 1,585.68

10,172.31 75.19 76

#REF!#REF!

FINISHING WORKS PLASTERING WORKS

MARK LENGTH HEIGHT FACE

walls

Exterior/Interior Plastering

Total

Computation: Cement 0.47 say 835.00 bags Sand 0.03 say 50.00 m³

TILE WORKS

MARK LENGTH WIDTH say

Ground Floor

24"x24"Homogenous floor tiles

Library - - - 17.00 Moot Court - 7.00 - 16.00

SBO/SAS office - 7.00 - 8.00 Deans office - 5.00 - 12.00

12"x12"Homogenous floor tiles Comport room (floor) - 5.00 - 23.00 Comport room (floor) - 5.00 - 23.00

Comport room (wall) - 2.20 - 47.00 Comport room (wall) - 2.20 - 34.00 Comport room (wall) - 2.20 - 16.00 Comport room (wall) - 2.20 - 17.00

24"x24"Homogenous floor tiles Class room - 7.00 - 17.00

- 10.00 - 7.00 - 7.00 - 16.00 - 7.00 - 16.00

hallways - 50.00 - 5.00 lobbies - 7.00 - 9.00 porch - 6.00 - 4.00

platform - 4.20 - 17.00 balcony - 6.00 - 11.00

Entry along canopy area - 6.00 - 10.00 fire scape areas - 5.00 - 4.00 stair & landing - 4.50 - 12.00

NO. OF SIMILAR

STRUCTURES

(length) no. of pcs.

- 4.50 - 7.00 2nd Floor

24"x24"Ceramic floor tiles area-1 - - - 14.00

cement fin. w/ h2o proofing area-1 - 4.50

3rd Floor 24"x24"Ceramic floor tiles

area-1 - 7.00 - 14.00

cement fin. w/ h2o proofing area-1 - 4.50

roof deck cement fin. w/ h2o proofing - 7.00

area-1 - 4.50

CEILING WORKS


2nd floor hardiflex ceiling board open ceiling - 5.00

- 2.00

total


2nd floor double furring channel open ceiling - 5.00 - 22.00

- 2.00 - 2.00

total

MARK LENGTH say

2nd floor wall angle open ceiling - 3.00 - 15.00

total


2nd floor carrying channel open ceiling - 5.00 - 8.00

total

PAINTING WORKS ceiling area - mark 1st coating 2nd coating 3rd coating

Flat latex paint - - -

Masonry putty -

latex color -

sand paper -



comm'l. length (length) no. of

pcs.


roller brush paint brush stupa rug

PAINTING WORKS wall area 1.05 mark 1st coating 2nd coating 3rd coating

Flat latex paint 0.04

Semi-gloss Latex 0.04 0.04 0.04

Easytite with hardener latex color 0.01

sand paper 0.21


Painting door area -

mark 1st coating 2nd coating 3rd coating

QDE paint - - Easytite with hardener -

Paint thinner 0.50

tinting color -

sand paper -


Painting Metal - mark 1st coating 2nd coating 3rd coating

QDE paint - - Easytite with hardener -

Paint thinner -

tinting color sand paper roller brush paint brush stupa rug

Painting Exterior wall 0.00 mark 1st coating 2nd coating 3rd coating

Flat latex paint -

Semi-gloss Latex - - -

latex color -

Patching Compound sand paper -


Painting Exposed Conc. - mark 1st coating 2nd coating 3rd coating

Flat latex paint -


latex color -

sand paper -


TOILET PARTITIONS

MARK LENGTH WIDTH

Phenolic board female - 1.60 4.00 -

- 1.60 2.00 - - 1.60 3.00 -

male - 1.60 2.00 - - 1.60 2.00 - - 1.60 1.00 -

urinal partitions - 0.90 6.00 - total -

DOORS

MARK LENGTH WIDTH

Phenolic board female - 1.60 4.00 - male - 1.60 2.00 -

total -

DECORATIVE STONE

MARK LENGTH WIDTH total Area (m²) say

wall angle Area-1 - 1.00 - 36.00 Area-2 - 5.00 - 18.00 Area-3 - 2.00 - 18.00 Area-4 - 1.00 - 19.00 Area-5 - 0.60 - 11.00

total 102.00 25.50

ALUM. CLADDING


wall angle Area-1 - 1.50 - 18.00

total no. of unit

total Area (m²)

total no. of unit

total Area (m²)

- 0.50 - 3.00

Area-2 - 1.50 - 54.00 total 75.00

FINISHING WORKS(Second floor) PLASTERING WORKS

MARK LENGTH HEIGHT FACE

walls

Exterior/Interior Plastering - - - 2.00

Total

Computation: Cement - say 500.00 bags Sand - say 35.00 m³

TILE WORKS


Ground Floor concrete pavers

- 2.40 24"x24"Granite tiles

gen. merch. - 4.00 - 17.00 asessment area - 5.20 - 9.00

souvinir area - 4.20 - 12.00 photocopy/printing - 8.00 - 20.00

300x300mm tile - - - 1.50 - 6.00

Toilet - 1.60 400x400mm tile - 1.50 - 6.00

Stairs Peeble washed out - 2.00

mezz. Floor concrete pavers

- 2.40 24"x24"Granite tiles open room storage - 3.00

1,2,3,4 - 6.00 Corridor

plain cement fin. - 2.25 Stairs

Peeble washed out - 2.00

2nd floor plain cement fin.

corridor-1 - 2.25 corridor-2 - 2.40

24"x24"Granite tiles dig./audio visual - 8.00

NO. OF SIMILAR

STRUCTURES


photo studio - 8.00 wellness room - 8.00

office - 8.00 300x300mm tile

toilet - 1.45 - 5.00 Toilet - 1.60

CEILING WORKS


4th floor .19mx3mts long

Hall way-1 - 2.00

Hall way-2 - 2.00

Hall way-3 - 2.00

Hall way-4 - 2.00

Hall way-5 - 4.00

1/4"thk. Hardiflex

hall way - 2.00 6.00

total

MARK LENGTH WIDTH

double furring channel hallway - 2.00 - 5.00

total

MARK LENGTH say


total length (l.m)

comm'l. length(m)

comm'l. length(m)

total length (l.m)

wall angle

hallway - 3.00 - -

total - -

total area(m²) length/sq.m comm'l. length

carrying channel - 1.50 5.00 -

double furring clip 5.00 15.00

total area(m²) no. of pcs./sq.m

blind rivets - 20.00 -

total lenght(l.m²) kgs./l.m

1" conc. Nail - 0.03 -

Painting ceiling area - mark 1st coating 2nd coating 3rd coating

Flat latex paint -


Easytite with hardener -

latex color -

sand paper -


Painting door area #REF!

mark 1st coating 2nd coating 3rd coating

QDE paint #REF! #REF! Easytite with hardener #REF!

Paint thinner -

tinting color #REF!

sand paper #REF!


Painting Metal 139.20 mark 1st coating 2nd coating 3rd coating

QDE paint 4.64 2.78 Easytite with hardener 1.39

Paint thinner 0.46

tinting color sand paper roller brush paint brush stupa rug

Painting Interior wall - mark 1st coating 2nd coating 3rd coating

Flat latex paint -


latex color -

sand paper -


TOILET PARTITIONS

MARK LENGTH WIDTH

Phenolic board female - 1.60 4.00 -

- 1.60 2.00 - - 1.60 3.00 -

male - 1.60 2.00 - - 1.60 2.00 - - 1.60 1.00 -

urinal partitions - 0.90 6.00 - total -

DOORS

MARK LENGTH WIDTH

Phenolic board female - 1.60 4.00 - male - 1.60 2.00 -

total -

DECORATIVE STONE


wall angle Area-1 9.00 1.00 36.00 - Area-2 1.75 5.00 17.50 - Area-3 9.50 2.00 38.00 - Area-4 9.50 1.00 19.00 - Area-5 9.00 0.60 10.80 -

total - -

ALUM. CLADDING


wall angle Area-1 1.50 16.00 48.00 29.00 Area-2 1.50 14.00 42.00 - Area-3 7.00 4.00 28.00 -

total 29.00

total no. of unit

total Area (m²)

total no. of unit

total Area (m²)

Quantity of cement and sand for plaster per square meter area

Mixture Cement in bags Thickness of Plasterclass 8 mm 12mm

A 0.144 0.216

B 0.096 0.144

C 0.072 0.108

D 0.06 0.09

Sand 0.008 0.012

AREA (m²)

1.05

say

- - 12.00 204.00 - 11.67 12.00 192.00 - 11.67 12.00 96.00 - 8.33 9.00 108.00 600.00 -

- 16.67 17.00 391.00 391.00 - 16.67 17.00 391.00 391.00 -

782.00 7.33 8.00 376.00 - 58.23 7.33 8.00 272.00 - 7.33 8.00 128.00 - 7.33 8.00 136.00 912.00 -

11.67 12.00 204.00 - 16.67 17.00 119.00 - 11.67 12.00 192.00 - 11.67 12.00 192.00 - 83.33 84.00 420.00 - 11.67 12.00 108.00 - 10.00 10.00 40.00 - 7.00 7.00 119.00 - 10.00 10.00 110.00 - 10.00 10.00 100.00 - 8.33 9.00 36.00 - 7.50 8.00 96.00 -

(width) no. of pcs.

total no. of pcs.

total no. of pcs.

total area (m²)

7.50 8.00 56.00 1,792.00 -

- - 12.00 168.00 -

168.00

-

- 11.67 12.00 168.00 - -

168.00 #REF!

- #REF!

- - -

say say

- - -

- - -

- - pcs

say furring clip say

- 22.00 44.00 - 12.50 - -

- 2.00 4.00 - 5.00 - -

48.00 pcs - pcs

say say

-

- -

say say

- -

- -

3rd coating gal say unit

- 4.00 - 1.00 tin

4.00 - 4.00 gal

1.00 lits

20.00 pcs 5,716.80 114.34

(width) no. of pcs.

total no. of pcs.

total area (m²)

no. of pcs.

(width) no. of pcs.

total no. of pcs.

no. of pcs.

(width) no. of pcs.

total no. of pcs.

total area (m²)

no. of pcs.

(width) no. of pcs.

total no. of pcs.

total area (m²)

no. of pcs.

2.00 pcs

5.00 pcs

5.00 kg

1 Acrylic semi-gloss latext paint finish, boysen white


4.00 0.01 4.00 tin

0.11 4.00 0.03 10.00 tin

4.00 lits

80.00 pcs 5,716.80 114.34

5.00 pcs

12.00 pcs

10.00 kg

1 Acrylic semi-gloss latext paint finish, boysen white2 Flat latex paint boysen white3 Flat wall enamel paint

3rd coating gal/tin say unit 4 Q.D.E. Paint Boysen - 2.00 gal 5 Masonry putty

1.00 gal 6 Easytite w/ Hardiner 1.00 gal 7 Perlite (patching compound) 0.50 lits 8 Stikwel 20.00 pcs 9 Sand paper

pcs 10 Paint Rower 4.00 pcs 11 Paint Brush 2.00 kg 12 Paint Thinner

13 Consumable like tinting colors

3rd coating gal/tin say unit

- 4.00 - 5.00 tin

gal

5.00 gal

2.00 lits

pcs

4.00 pcs

10.00 pcs

5.00 kg


4.00 - 14.00 tin 15.00

- 4.00 - 35.00 tin 37.00

9.00 lits

2.00 sacks

200.00 pcs

8.00 pcs

15.00 pcs

10.00 kg


4.00 - 1.00 gal

- 4.00 - 2.00 gal

10.00 lits

10.00 pcs

1.00 pcs

2.00 pcs

3.00 kg

say

say

unit

m²

917.40 811.80 224.40

26.00 6.80 1,953.60 7.00

unit

m²

m²

AREA (m²)

- - -

say

-

6.67 7.00 119.00 - 8.67 9.00 81.00 - 7.00 7.00 84.00 - 13.33 14.00 280.00 -

- sq.m 5.00 5.00 30.00 - sq.m

- sq.m 5.00 5.00 30.00 - sq.m

- - sq.m

-

- -

- -

- sq.m - sq.m

- -

- sq.m

-

(width) no. of pcs.

total no. of pcs.

total no. of pcs.

total area (m²)

- - -

- sq.m 4.83 5.00 25.00 - sq.m

- sq.m - sq.m


Mixture Cement in bags Thickness of Plasterclass 8 mm 12mm

A 0.144 0.216

B 0.096 0.144

C 0.072 0.108

D 0.06 0.09

Sand 0.008 0.012

say say

- - -

- - -

- - -

- - -

- - -

- -

- - -

- - - pcs

say unit area (m²)

- - pcs - - 907.00 - pcs

unit

(width) no. of pcs.

total no. of pcs.

total area (m²)

no. of pcs.

total no. of pcs.

pcs

pcs

- pcs

-

- pcs

- kgs


4.00 - - gal

- 4.00 - - gal

- gal

- lits

- pcs 5,716.80 114.34

- pcs

- pcs

- kg

1 Acrylic semi-gloss latext paint finish, boysen white2 Flat latex paint boysen white3 Flat wall enamel paint

3rd coating gal/tin say unit 4 Q.D.E. Paint Boysen#REF! 4.00 #REF! - tin 5 Masonry putty

- gal 6 Easytite w/ Hardiner - gal 7 Perlite (patching compound) - lits 8 Stikwel - pcs 9 Sand paper

pcs 10 Paint Rower - pcs 11 Paint Brush - kg 12 Paint Thinner

13 Consumable like tinting colors

3rd coating gal/tin say unit

7.42 4.00 1.86 - gal

- gal

- gal

lits

pcs

pcs

- pcs

- kg


4.00 - - tin

- 4.00 - - tin

- lits

- pcs

- pcs

- pcs

- kg

say

say

unit

m²

917.40 811.80 224.40

26.00 - 1,953.60 7.00

unit

m²


Cement in bags Thickness of Plaster16mm 20mm 25mm

0.288 0.36 0.45

0.192 0.24 0.3

0.144 0.18 0.225

0.12 0.15 0.188

0.016 0.02 0.025

59.00 3.67 4.00 472.00

Acrylic semi-gloss latext paint finish, boysen white

Acrylic semi-gloss latext paint finish, boysen white gals 10.00 5.00 50.00

Flat latex paint boysen white gals 6.00 5.00 30.00

Flat wall enamel paint gals 2.00 5.00 10.00

Q.D.E. Paint Boysen gals 1.00 5.00 5.00

Masonry putty gals 1.00 5.00 5.00

Easytite w/ Hardiner ltrs 2.00 5.00 10.00

Perlite (patching compound) ltrs 10.00 5.00 50.00

lits 1.00 5.00 5.00

Sand paper pcs 150.00 5.00 750.00

Paint Rower pcs 2.00 5.00 10.00

Paint Brush pcs 5.00 5.00 25.00

Paint Thinner gals 2.00 5.00 10.00

Consumable like tinting colors lits 2.00 5.00 10.00


Cement in bags Thickness of Plaster16mm 20mm 25mm

0.288 0.36 0.45

0.192 0.24 0.3

0.144 0.18 0.225

0.12 0.15 0.188

0.016 0.02 0.025

Acrylic semi-gloss latext paint finish, boysen white gals 10.00 5.00 50.00

Flat latex paint boysen white gals 6.00 5.00 30.00

Flat wall enamel paint gals 2.00 5.00 10.00

Q.D.E. Paint Boysen gals 1.00 5.00 5.00

Masonry putty gals 1.00 5.00 5.00

Easytite w/ Hardiner ltrs 2.00 5.00 10.00

Perlite (patching compound) ltrs 10.00 5.00 50.00

lits 1.00 5.00 5.00

Sand paper pcs 150.00 5.00 750.00

Paint Rower pcs 2.00 5.00 10.00

Paint Brush pcs 5.00 5.00 25.00

Paint Thinner gals 2.00 5.00 10.00

Consumable like tinting colors lits 2.00 5.00 10.00

CONCRETE WORKS


F-1 3.60 2.00 0.40 1.00 2.88 2.88 25.9237.00

FTB 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00

21.00GB 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.0014.00

C-1 0.65 0.40 4.60 2.00 2.39C-2 0.00 0.00 0.00 0.00 0.00C-1 0.00 0.00 0.00 0.00 0.00 2.39 21.53

42.00B-1 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00B-2 0.00 0.00 0.00 0.00 0.00B-3 0.00 0.00 0.00 0.00 0.00B-4 0.00 0.00 0.00 0.00 0.00 0.00 0.00

31.00LB-1 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2.00CB-1 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2.00RB-1 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00RB-2 0.00 0.00 0.00 0.00 0.00RB-3 0.00 0.00 0.00 0.00 0.00RB-4 0.00 0.00 0.00 0.00 0.00 0.00 0.00

18.00LB-2 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.00CB-2 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.00SLAB ON FILL 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.0039.00

SUSPENDED SLAB 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00

STAIRS 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00

39.00Total 5.27 5.69 56.94

say 57.00

NO. OF SIMILAR

STRUCTURE

TOTAL VOLUME

(m³)LENGTH

(m.)WIDTH

(m.)HEIGHT

(m.)

1.44 2.882.50 5.00

0.00 0.001.50 3.00

0.00 0.001.00 2.00

1.20 2.392.50 5.00

0.00 0.002.00 4.000.00 0.000.10 0.200.00 0.000.10 0.20

0.00 0.001.00 2.000.00 0.000.05 0.100.00 0.000.05 0.10

0.00 0.002.50 5.00

0.00 0.00

0.00 0.002.50 5.002.85 5.694.00 7.00 68.00

Rate/day Rate/hourProj. Engineer 600.00 75.00 Construction Foreman 450.00 56.25 Mason 375.00 46.88 Carpenter 375.00 46.88 H.E. Operator 400.00 50.00 L.E. Operator 325.00 40.63 Driver 300.00 37.50 Steelman 350.00 43.75 Labor 300.00 37.50 Painter 350.00 43.75 Roof Installer 350.00 43.75 Welder 375.00 46.88 Glass Installer 300.00 37.50 Plumber 325.00 40.63 Electrician 325.00 40.63

Rate/day Rate/hourRoad Grader 7,500.00 Payloader 7,000.00 Road Roller 6,500.00 Water Truck 4,500.00 Transit Mixer 1,500.00 One Bagger Mixer 550.00 Concrete Cutter 400.00 Concrete Vibrator 350.00 Welding Machine 550.00 Electric grinder 250.00 Bar cutter 300.00

Description Amount unitPortland Cement 225.00 /bagsScreened Gravel 450.00 /cu.mWashed Sand 400.00 /cu.mAsphalt Sealant 110.00 /litAssorted Nails 75.00 /kg16mmØ Def. bars 40.00 /kgForm Lumber 2"x5"x12' Coco lumber 24.00 /bd.ftAggregate Sub-Basecoarse 400.00 /cu.m#16 G.I. tie wire 60.00 /kg1/2"x4'x8' Form Plywood 560.00 /pcAsst. Form lumber 24.00 /bd.ft6" CHB 10.50 /pcTile Adhessive 190.00 /bags16"x16" Ceramic tile 85.00 /pc16"x16" Outdoor tile 65.00 /pcTile Grout 25.00 /kgFlat Latex paint 1,810.00 /tinSemi-gloss Latex paint 2,370.00 /tinLatex color 120.00 /litPatching compound 15.00 /kgStickwel 195.00 /litRoller brush 100.00 /pcPaint brush 45.00 /pcSandpaper 25.00 /pcStupa Rag 20.00 /kgTile Roof Roofing sheet (.5mm thk.) 420.00 /sq.m

Ridge roll 450.00 /pc

Gutter 450.00 /pc

Tekscrew 1.75 /pc

Silicon Sealant 150.00 /tube

Blind Rivets 500.00 /box

Touch-up paint 150.00 /lit

1.5mm x 2"x6" CEE purlins 650.00 /pc



10mmØ Plain Round bar 138.00 /pc

1/4" x 10"x10" Base plate 250.00 /pc

Welding rod 1,200.00 /box

12mmØ x 10" Anchor bolts w/ 120.00 /pc

8"x8" Glazed tile 32.00 /pc

8"x8" Unglazed tile 32.00 /pc

Tile trim 78.00 /pc

Tile Grout 25.00 /kg

4"Ø Diamond cutter 450.00 /pc

3"Ø PVC pipe 460.00 /pc

3"Ø PVC Elbow 1/4 bend 53.00 /pc

2"Ø Stainless Steel pipe 3,250.00 /pc

3/16"x1" Flat bar 235.00 /pc

3/4"x3/4" Square bar 245.00 /pc

Welding rod/Accessories 2,500.00 /lot

4"Ø Grinding disk 65.00 /pc

Water closets w/ Accessories 2,800.00

Wall hang lavatory w/ Accessories 1,800.00

Soap holder 250.00

Tissue holder 250.00

Towel holder 450.00

4"x4" Floor drain 350.00

Ordinary faucet 65.00

Clean water line pipes and accessories 2,000.00

Sewer pipe line and accessories 3,500.00

2x40W FL lamp w/ housing 1,500.00

25W CFL 60.00

4"x4" Pinlight 250.00

Receptacle 4"Ø 50.00

Single pole switch 120.00

Two pole switch 165.00

3-Way switch 210.00

Main ACB 6-holes 1,850.00

4"x4" Junction box 35.00

2"x4" Utility box 35.00

1/2"Ø PVC pipe x 3.00 mts. 61.00

3.5mm² THHN wire 3,207.50

14mm² THHN wire 85.84

1'Ø PVC pipe x 3.00 mts. 102.00

1"Ø Long sweep elbow 38.00

1/2"Ø PVC Long sweep elbow 25.00

1"Ø RSC pipe x 3.00 mts. 420.00

1"Ø Entrance cap 65.00

3-Pole secondary rack 285.00

1"Ø Long sweep elbow (RSC) 85.00

Electrical tape 45.00

Hardiflex ceiling board 420.00

0.40mm 19mm x 50mm x 5m

Double furring channel 115.00

0.80mm 12mm x 38mm x 5m

Carrying Channel 140.00

0.40mm 25mm x 25mm x 3m

Wall angle 85.00

W-Clip 8.00

1-1/2" Concrete nail 90.00

Mesh tape 150.00

Blind rivets 500.00

oled estimate

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