my estimate cost

Pg. 1 of 1919 October 2012

MATERIALS TAKE- OFF AND COST ESTIMATES

PROJECT : CONSTRUCTION OF

LOCATION :

ITEM DESCRIPTION QTY. UNIT

MATERIAL COST LABOR COST

NO. UNIT TOTAL UNIT TOTAL

I. GENERAL REQUIREMENTS

1.1 Mobilization / Demobilization 1 lot 5,000.00 5,000.00

(Inc. temporary facilities such as field office,

bodega, cleaning and moving out

including temporary connections for

water and electricity)

1.2 Construction Safety 1 lot 2,000.00 2,000.00

Total Cost of General Requirements 7,000.00

II. SITE WORKS

2.1 Site Clearing and Grubbing 218.4 sq.m.

(removal of structures & obstruction incl.

trees and stumps)

Equipment Requirement :

1 - Backhoe 2 eq.d. 15560 31120

1 - Chainsaw 2 eq.d. 500 1000

1- Dumptruck 2 eq.d. 5500 11000

Manpower Requirement :

1 - Project Engineer 2 md. 650.00 1,300.00

1 - Foreman 2 md. 500.00 1,000.00

7 - Laborer 14 md. 300.00 4,200.00

2- Operators 4 m.d. 400.00 1,600.00

Total Cost of Site Clearing and Grubbing 43120 8,100.00

2.2 Soil Poisoning 218.4 sq.m. 120.00 26,208.00

2.3 Excavation incl. disposal of waste 190.85 cu.m.


1 - Payloader/Backhoe 2 eq.d. 15560 31120

1 - Dumptruck 2 eq.d. 5500 11000

Manpower Requirement :


1 - Foreman 2 md. 500.00 1,000.00

5 - Laborer 10 md. 300.00 3,000.00




LOCATION :




2 - Operators 4 m.d 400.00 404.00

Total Cost of Excavation incl. disposal of waste 42,120.00 5,704.00

2.4 Backfilling and Compaction 174.70 cu.m.

Material Requirements

Soil Borrow Haul 6.21 cu.m. 225.00 1,397.25

Equipment Requirement

1 - Baby Roller / Plate Compactor 2 eq.d. 10000 20000

1 - Dump Truck 2 eq.d. 5500 11000

Manpower Requirement

1 - Project Engineer 1 md. 650.00 650.00

1 - Foreman 1 md. 500.00 500.00

6 - Laborer 6 md. 300.00 1,800.00

Total Cost of Backfilling and Compaction 32,397.25 2,950.00

2.5 Gravel Base Coarse 15.545 cu.m.


Gravel 15.545 cu.m. 518.00 8,052.31


2 - Backhoe 2 eq.d. 15560 31120 0.00


1 - Project Engineer 1 md. 650.00 650.00

1 - Foreman 1 md. 500.00 500.00

8 - Laborer 8 md. 300.00 2,400.00

2- Operators 2 md. 400.00 800.00

Total Cost of Gravel Base Coarse 39,172.31 4,350.00

Total Cost of Site Works 183,017.56 21,104.00

III. FORMWORKS & SCAFFOLDS 218.4 sq.m.

8 - 2 x 3 x 12 coco lumber 662.2 bd.ft. 8.40 5,562.48




LOCATION :




- 2 x 3 coco lumber 3640 bd.ft. 8.40 30,576.00

- 2 x 2 coco lumber 3,640 bd.ft. 8.40 30,576.00

129 - 1/4" x 4' x 8' Marine plywood 129 pcs 345.00 44,505.00

4" CW Nails 10 box 55.00 550.00

3" CW Nails 5 box 60.00 300.00

2 1/2" CW Nails 8 box 60.00 480.00

2" CW Nails 8 box 60.00 480.00

1" CW Nails 2 box 60.00 120.00



1 - Foreman 2 md. 500.00 1,000.00

8 - Carpenter 16 md. 400.00 6,400.00

8 - Laborer 16 md. 300.00 4,800.00

Total Cost of Formworks & Scaffolds 113,149.48 13,500.00

IV. REINFORCED CONCRETE WORKS

4.1 Foundation 3 cu.m.


Holcim Cement 27 bags 250.00 6,750.00

Fine Sand 1.5 cu.m. 300.00 450.00

Gravel 3 cu.m. 400.00 1,200.00

20 - 16 mmØ x 7.5.0 m. def. bars (gr. 60) 20 pcs 359.14 7,182.80

# 16 Tie Wire 5 kls 80.00 400.00


1 - Concrete Vibrator 2 eq.d. 300.00 600.00 0.00

Manpower Requirements


2 - Foreman 4 md. 500.00 2,000.00

8 - Steelman 16 md. 400.00 6,400.00

6 - Mason 12 md. 400.00 4,800.00

8 - Laborer 16 md. 300.00 4,800.00

Total Cost of Foundation 16,582.80 19,300.00




LOCATION :




4.3 Wall Footing 0.8632 cu.m.

Cement 8 bags 250.00 2,000.00

Fine Sand 0.5 cu.m. 300.00 150.00

Gravel 1 cu.m. 400.00 400.00

4 - 12 mmØ x 6.0 m. def. bars 4 pcs 164.58 658.32

2 - 12mm x 7.5 m. def. bars 2 pcs 359.14 718.28

# 16 Tie Wire 2 kls 80.00 160.00


1 - Concrete Vibrator 2 eq.d. 1.00 300.00 0.00 600.00


1 - Foreman 1 md. 500.00 500.00

2 - Steelman 2 md. 400.00 800.00

3 - Mason 3 md. 400.00 1,200.00

5 - Laborer 5 md. 300.00 1,500.00

Total Cost of Grade Beam / Wall Footing 4,386.60 4,600.00

4.4 Ground Floor Column 4.30615 cu.m.


Cement 39 bags 250.00 9,750.00

Fine Sand 3 cu.m. 300.00 900.00

Gravel 5 cu.m. 400.00 2,000.00

76 - 12 mmØ x 6 m. def. bars 164.58 pcs 76.00 12,508.08

# 16 Tie Wire 8 kls 80.00 640.00


1 - Concrete Vibrator 3 eq.d. 300.00 0.00



1 - Foreman 5 md. 500.00 2,500.00

4 - Steelman 20 md. 400.00 8,000.00

4 - Mason 20 md. 400.00 8,000.00

8 - Laborer 40 md. 300.00 12,000.00

Total Cost of Ground Floor Column 25,798.08 33,750.00




LOCATION :




4.5 Second Floor Girder / Beam 4.3062 cu.m.

Cement 39 bags 250.00 9,750.00

Fine Sand 3 cu.m. 300.00 900.00

Gravel 5 cu.m. 400.00 2,000.00

57 - 12 mmØ x 6.0 m. def. bars 164.58 pcs 57.00 9,381.06

# 16 Tie Wire 7 kls 80.00 560.00


1 - Concrete Vibrator 2 eq.d. 0.00



1 - Foreman 6 md. 500.00 3,000.00

5 - Steelman 48 md. 400.00 19,200.00

5 - Mason 48 md. 400.00 19,200.00

8 - Laborer 120 md. 300.00 36,000.00

Total Cost of Second Floor Beam 22,591.06 81,300.00

4.6 Ground Floor Slab 15.106 cu.m.


Cement 136 bags 250.00 34,000.00

Fine Sand 8 cu.m. 300.00 2,400.00

Gravel 16 cu.m. 400.00 6,400.00

55 - 12 mmØ x 6.0 m. def. bars 164.58 kg. 55.00 9,051.90

# 16 Tie Wire 20 kls 80.00 1,600.00


1 - Concrete Vibrator 4 eq.d. 300.00 1,200.00 0.00



1 - Foreman 7 md. 500.00 3,500.00

5 - Steelman 56 md. 400.00 22,400.00

8 - Mason 40 md. 400.00 16,000.00

10 - Laborer 70 md. 300.00 21,000.00




LOCATION :




Total Cost of Ground Floor Slab 54,651.90 67,450.00

4.7 Second Floor Slab 15.106 cu.m.


Cement 136 bags 250.00 34,000.00

Fine Sand 8 cu.m. 300.00 2,400.00

Gravel 16 cu.m. 400.00 6,400.00

56 - 12mmØ x 6.0 m. def. bars 56 kg. 164.58 9,216.48

# 16 Tie Wire 20 kls 80.00 1,600.00





1 - Foreman 7 md. 500.00 3,500.00

5 - Steelman 35 md. 400.00 14,000.00

8 - Mason 40 md. 400.00 16,000.00

10 - Laborer 70 md. 300.00 21,000.00

Total Cost of Second Floor Slab 53,616.48 59,050.00

4.9 1st to 2nd Stair Case A 8.1 cu.m.


Cement 73 bags 250.00 18,250.00

Fine Sand 4 cu.m. 300.00 1,200.00

Gravel 8.1 cu.m. 400.00 3,240.00

25 - 16mmØ x 6.0 m. def. bars 25 kg. 290.00 7,250.00

# 16 Tie Wire 12 kg. 80.00 960.00


1 - Concrete Vibrator 1 eq.d. 300.00



1 - Foreman 2 md. 500.00 1,000.00

4 - Steelman 8 md. 400.00 3,200.00

4 - Mason 8 md. 400.00 3,200.00




LOCATION :




5 - Laborer 10 md. 300.00 3,000.00

Total Cost of 1st to 2nd Stair Case 30,900.00 12,000.00

4.11 Second Floor Column 38 cu.m.


Cement 349 bags 250.00 87,250.00

Fine Sand 19 cu.m. 300.00 5,700.00

Gravel 38 cu.m. 400.00 15,200.00

24 - 20 mmØ x 6.0 m. def. bars 24 pcs 290.00 6,960.00

# 16 Tie Wire 5 rolls 80.00 400.00




1 - Project Engineer 10 md. 650.00

1 - Foreman 10 md. 500.00

8 - Steelman 80 md. 400.00

8 - Mason 80 md. 400.00

20 - Laborer 200 md. 300.00

Total Cost of Second Floor Column 116,110.00 2,250.00

Total Cost of Reinforced Concrete Works

V. MASONRY WORKS

5.1 Ground Floor 67.117 sq.m.


1119- 10x20x40 CHB 1,119 pc. 13.00 14,547.00

65 - 12 mmØ x 9.0 m. def. bars 65 kg. 289.79 18,836.35

#16 GI Tie Wire 3 kg. 80.00 240.00

Portland Cement 130 bag 250.00 32,500.00

Fine Sand 300 cu.m. 10.85 3,255.90



1 - Foreman 5 md. 500.00 2,500.00




LOCATION :




4 - Steelman 20 md. 400.00 8,000.00

4 - Mason 20 md. 400.00 8,000.00

6 - Laborer 30 md. 300.00 9,000.00

Total Cost of Ground Floor Masonry 69,379.25 30,750.00

5.2 Second Floor 67.117 sq.m.


839 - 10x20x40 CHB 839 pcs. 13.00 10,907.00

39 - 12 mmØ x 9.0 m. def. bars 39 pcs 289.79 11,301.81

#16 GI Tie Wire 2 kg. 80.00 160.00

Portland Cement 95 bag 250.00 23,750.00

Coarse Sand 8 cu.m. 300.00 2,400.00


1 - Project Engineer 6 md. 650.00

1 - Foreman 6 md. 500.00

4 - Steelman 24 md. 400.00

4 - Mason 24 md. 400.00

7 - Laborer 42 md. 300.00

Total Cost of Second Floor Masonry 37,611.81 2,250.00

Total Cost of Masonry Works

VI. TILE WORKS

6.1 Ground Floor 87.32 sq.m.


6.1.1 Flooring 54.24 sq.m.

Unglazed Ceramic Tiles 12x12 Misty Grey 603 pc. 45.00 27,135.00

White Cement 23 bag 250.00 5,750.00

Tile Adhesive 6 bags 300.00 1,800.00



1 - Foreman 6 md. 500.00 3,000.00

6 - Installer 30 md. 400.00 12,000.00

8- Helper 30 md. 300.00 9,000.00




LOCATION :




Total Cost of Ground Floor tiles 34,685.00 27,900.00

6.2 Second Floor 68.13 sq.m.


6.2.1 Flooring 54.64 sq.m.

Unglazed Ceramic Tiles 12x12 Misty Grey 607 pc. 45.00 27,315.00

White Cement 28 bag 250.00 7,000.00

Tile Adhesive 7 bag 280.00 1,960.00

6.2.2 Comfort Room 5.80 sq.m.

0.30 x 0.30 Ceramic tiles 65 pc. 0.00

Portland Cement 2 bag 250.00 500.00

Fine Sand 0.13 cu.m. 300.00 39.00

Grouting Cement 1 bag 80.00 80.00



1 - Foreman 5 md. 500.00 2,500.00

5 - Installer 25 md. 300.00 7,500.00

5 - Helper 25 md. 0.00

Total Cost of Second Floor tiles 36,894.00 13,250.00

Total Cost of Tile Works

VII. DOORS AND WINDOWS 1.00 lot

7.1 Ground Floor


D - 4 (0.90 x 2.10 Wood Door & Jamb) 4 unit 8,500.00 34,000.00

W - 1 (3.20 x 2.0 Steel Casement Window) 1 unit 1,800.00 1,800.00

W - 2 (3.20x 1.40 Steel Casement Window) 2 unit 1,500.00 3,000.00

W - 2(4.0 x 0.585 Steel Grill Window) 2 unit 1,200.00 2,400.00

W - 3 (4.0 x 1.10 Steel Grill Window) 3 unit 2,300.00 6,900.00

W - 2 (2.50 x 1.10 Steel Grill Window) 2 unit 1,660.00 3,320.00





LOCATION :





1 - Foreman 4 md. 500.00 2,000.00

2 - Installer 8 md. 400.00 3,200.00

2 - Helper 16 md. 300.00 4,800.00

Total Cost of Ground Floor Doors & Windows 51,420.00 12,600.00

7.2 Second Floor


D - 3 (0.90 x 2.10 Wood Door & Jamb) 3 unit 8,500.00 25,500.00

W - (4.0 x 0.585 Steel Grill Window) 2 unit 1,200.00 2,400.00





1 - Foreman 3 md. 500.00 1,500.00

2 - Installer 6 md. 400.00 2,400.00

2 - Helper 12 md. 300.00 3,600.00

Total Cost of Second Floor Doors & Windows 34,160.00 9,450.00

Total Cost of Doors & Windows

IX. STEEL WORKS 1.00 lot

9.1 Second Floor


9.1.1 Railing and Truss

Cee purlins (2" x 4" x 1.2mm x 6m) 39 pc. 755.00 29,445.00

1.2 x 2 x 2 Angular Bar 41 pc. 645.00 26,445.00

2.2 x 2 x 2 Angular Bar 17 pc. 998.00 16,966.00

Stairway railings and terrace 1 lot 20,000.00 20,000.00

Red Oxide Primer 12 gal. 320.00 332.00

9.1.2 Embedded Bolt

40 pc. 80.00 3,200.00

20mm Ø x 30mm Anchor Bolt 12 pc. 80.00 960.00

1/2" Ø x 6" Stainless Bolt




LOCATION :






1 - Foreman 5 md. 500.00 2,500.00

1 - Welder 5 md. 400.00 2,000.00

2 - Laborer 10 md. 300.00 3,000.00

Total Cost of Second Floor Steel Works 97,348.00 10,750.00

Total Cost of Steel Works

X. PLUMBING WORKS 1.00 lot

10. 1 Ground Floor


10.1.1 Fixtures

Floor Drain 3 set 180.00 540.00

Laboratory Sink w/ Gooseneck Faucet 4 set 4,500.00 18,000.00

10.1.2 Sewer Line

100mm Ø PVC Pipe S1000 1 lgth. 851.00 851.00

100mm Ø Elbow 1 pc. 31.30 31.30

50mm Ø P - Trap 4 pc. 40.80 163.20

50mm Tee 3 pc. 20.60 61.80

50mm elbow 45 deg bend 7 pc. 11.40 79.80

Solvent Cement 3 can 65.00 195.00

10.1.3 Water Line

G.I Pipe (1" dia x 6.0m) (Sched 20) 5 pcs 650.00 3,250.00

20mm Ø PPR Elbow 12 pc. 92.00 1,104.00

20mm Ø PPR Tee 4 pc. 150.00 600.00

Gate valve 1 set 210.00 210.00

Water meter 1 set 1,800.00 1,800.00

Check valve 1 set 210.00 210.00



1 - Foreman 4 md. 500.00 2,000.00

2 - Plumber 8 md. 350.00 2,800.00




LOCATION :




2 - Helper 8 md. 300.00 2,400.00

Total Cost of Ground Floor Plumbing 27,096.10 9,800.00

10. 2 Second Floor


10.2.1 Fixtures

Water Closet 1 set 4,800.00 4,800.00

Floor Drain 2 set 180.00 360.00

Lavatory w/ faucet 1 set 2,400.00 2,400.00

Nipple 1 pcs 20.00 20.00

10.2.2 Sewer Line

100mm Ø PVC Pipe S1000 4 lgth. 851.00 3,404.00

50mm Ø PVC Pipe S1000 2 lgth. 206.25 412.50

100mm x 100mm Ø Wye 4 pc. 60.50 242.00

100mm x 50mm Ø Wye Reducer 1 pc. 34.70 34.70

100mm Ø Elbow 3 pc. 31.30 93.90

50mm Ø Elbow 2 pc. 11.40 22.80

100mm Ø Clean Out 1 pc. 27.00 27.00

50mm Ø P - Trap 3 pc. 40.80 122.40

50mm Ø Tee 2 pc. 20.60 41.20

10.2.3 Water Line

G.I Pipe (1" dia x 6.0m) (Sched 20) 2 pcs 650.00 1,300.00

20mm Ø PPR Elbow 8 pc. 92.00 736.00

20mm Ø PPR Tee 2 pc. 150.00 300.00

Gate valve 1 set 210.00 210.00

Check valve 1 set 210.00 210.00



1 - Foreman 4 md. 500.00 2,000.00

2 - Plumber 8 md. 350.00 2,800.00

2 - Helper 8 md. 300.00 2,400.00

Total Cost of Second Floor Plumbing 14,736.50 9,800.00




LOCATION :




Total Cost of Plumbing Works

XI. ELECTRICAL WORKS

11.2 Ground Floor

ELECTRICAL WORKS

11.1 Main Distribution Panel (MDP 1)


38 m 34.00 1,292.00

2-5mm2 THHN STR WIRE 35 m 40.00 1,400.00

15 mm Ø PVC PIPE 37 lgth 120.00 4,440.00

MAIN BREAKER 1 SET 1,200.00 1,200.00

RSC PIPE 25 mm Ø 25 lgth 525.00 13,125.00

RSC ELBOW 25mmØ 6 pcs 55.00 330.00

Switch 7 pcs 160.00 1,120.00

Convenience Outlet 12 pcs 150.00 1,800.00

Junction Box 4 pcs 18.00 72.00

Utility Box 5 pcs 16.00 80.00

Panel Board 1 set 600.00 600.00

Service Entrance Cap 3 pcs 48.00 144.00

Receptacle 12 pcs 18.00 216.00

Electrical Tape 5 rolls 14.00 70.00

Manpower Requirements 0.00


1 - Foreman 6 md. 500.00 6,000.00

2 - Electrician 12 md. 400.00 19,200.00

2 - Helper 48 md. 300.00

Total Cost of Ground Floor Electrical 25,889.00 29,100.00

11.3 Second Floor

ELECTRICAL WORKS

11.1 Main Distribution Panel (MDP 1)


38 m 34.00 1,292.00

2-5mm2 THHN STR WIRE 35 m 40.00 1,400.00

15 mm Ø PVC PIPE 37 lgth 120.00 4,440.00

2-3.5mm2 THHN STR WIRE

2-3.5mm2 THHN STR WIRE




LOCATION :




RSC PIPE 25 mm Ø 25 lgth 525.00 13,125.00

RSC ELBOW 25mmØ 6 pcs 55.00 330.00

Switch 7 pcs 160.00 1,120.00

Convenience Outlet 9 pcs 150.00 1,350.00

Junction Box 4 pcs 18.00 72.00

Utility Box 5 pcs 16.00 80.00

Service Entrance Cap 3 pcs 48.00 144.00

Receptacle 12 pcs 18.00 216.00

Electrical Tape 5 rolls 14.00 70.00

Manpower Requirements 0.00


1 - Foreman 7 md. 500.00 7,000.00

2 - Electrician 14 md. 400.00 22,400.00

2 - Helper 56 md. 300.00

Total Cost of Second Floor Electrical 23,639.00 33,950.00

Total Cost of Electrical Works

XII. STORM DRAINAGE sq.m.


100mm Ø PVC Pipe S1000 22 lgth. 587.86 12,932.92

100mm Ø Elbow 6 pc. 31.30 187.80

400cc PVC Solvent 4.00 can 65.00 260.00



1 - Foreman 3 md. 500.00 1,500.00

1 - Laborer 3 md. 300.00 900.00

Total Cost of Storm Drainage 13,380.72 4,350.00

XIII PAINTING sq.m

13.1 First Floor

5 gal 420.00 2,100.00

5 gal 290.00 1,450.00


Concrete Prime Sealer

Acrylic Concrete Sealer




LOCATION :




Acrylic Gloss Latex Paint 3 gal 475.00 1,425.00

3 gal 300.00 900.00

Paint Brush (# 1") 4 pcs 8.50 34.00

Paint Brush (# 3") 6 pcs 33.75 202.50

Paint Brush (# 4") 8 pcs 46.00 368.00

6 pcs 120.00 720.00



1 - Foreman 5 md. 500.00 2,500.00

6 - Laborer 30 md. 300.00 9,000.00

20 md. 400.00 8,000.00

7,199.50 22,750.00

Total Cost of First Floor Painting

13.2 Second Floor Painting

4 gal 880.00 3,520.00

5 gal 290.00 1,450.00

Acrylic Gloss Latex Paint 5 gal 475.00 2,375.00

3 gal 300.00 900.00

Paint Brush (# 1") 4 pcs 8.50 34.00

Paint Brush (# 3") 6 pcs 33.75 202.50

Paint Brush (# 4") 8 pcs 46.00 368.00

5 pcs 120.00 600.00



1 - Foreman 5 md. 500.00 2,500.00

6 - Laborer 30 md. 300.00 9,000.00

20 md. 400.00 8,000.00

9,449.50 22,750.00

Total Cost of Second Floor Painting

Total Cost of Painting

TOTAL INDIRECT COST

Wood Primer

Paint Roller

5 - Painter


Concrete Prime Sealer

Acrylic Concrete Sealer

Wood Primer

Paint Roller

5 - Painter




LOCATION :




INDIRECT COST

OCM (12%)

Contractor's Profit (10%)

VAT & Withholding Tax (12%)

TOTAL INDIRECT COST

SUB-TOTAL (ABC)

ADMINISTRATIVE COST (3.5%)

Prepared by: Noted :

Engr.

Quantity Surveyor/Estimator PROJECT MANAGER



TOTAL

ITEM COST

5,000.00

2,000.00

7,000.00

31,120.00

1,000.00

51,220.00

26,208.00

*** 70cu.m./4hrs.

31,120.00

11,000.00



TOTAL

ITEM COST

47,824.00

35,347.25 0.09

2,013.08

800.00 0.0204225893

43,522.31 0.11

278,361.56 204,121.56



TOTAL

ITEM COST

126,649.48 0.12

3883.95

4,974.84

35,882.80 1.163856526039



TOTAL

ITEM COST

23.67

858.864

8,986.60 1.048648155747

1969.464

59,548.08 1.3082368920478



TOTAL

ITEM COST

1405.62

103,891.06 3.5987687164746

1636.284



TOTAL

ITEM COST

122,101.90 1.2341748411309

8087.904

112,666.48 1.1013404833738

321.912



TOTAL

ITEM COST

42,900.00 0.3883495145631

7516.368

118,360.00

0.00

1291.998



TOTAL

ITEM COST

100,129.25 0.4432160912665

869.97

39,861.81 0.0598216358107

139,991.06 #DIV/0! 0.00

150.66666666667



TOTAL

ITEM COST

62,585.00 0.8043822978233

50,144.00 0.359136987044

112,729.00 0.00



TOTAL

ITEM COST

64,020.00

43,610.00

107,630.00 #DIV/0! 0.00



TOTAL

ITEM COST

108,098.00

108,098.00



TOTAL

ITEM COST

36,896.10 0.3616756655017

24,536.50 0.6650154378584



TOTAL

ITEM COST

61,432.60 0.00

54,989.00 1.124029510603



TOTAL

ITEM COST

1.4361859638733

112,578.00 #DIV/0! 0.00

17,730.72 0.3250946137428



TOTAL

ITEM COST

29,949.50

3,250.00

32,199.50 0.00

62,149.00

1,873,077.59



TOTAL

ITEM COST

224,769.31 lgs 440.00

187,307.76 C-Channel 5m pcs 130.00

274,218.56 W-Clip pcs 5.00

Wall Angle 3m pcs 45.00

686,295.63 2,285,154.66 Metal Furring 5 pcs 120.00

Blind Rivets 1/8box 300.00

686,295.63 Hardilite board pcs 310.00

Drill Bits lot 2,000.00

0.00 Slats / Vents lot 5,000.00

Panel Door w/ aset 16,000.00

686,295.63 Molded Door w/ set 4,000.00

Engr.

PROJECT MANAGER

PRB 16Ø x 20

my estimate cost

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