Estimate

July 21, 2017 | Author: akokeykyla | Category: Paint, Tile, Welding, Manmade Materials, Building Engineering
Share Embed Donate


Short Description

EstimateEstimateEstimateEstimateEstimateEstimateEstimateEstimateEstimateEstimateEstimateEstimateEstimateEstimateEstimate...

Description

Project Title:

PROPOSED TWO (2) STOREY LTO BUILDING

Project Location:

BRGY. POBLACION, URDANETA CITY, PANGASINAN

Owner:

LAND TRANSPORTATION OFFICE (Urdaneta Branch)

14 GENERAL REQUIREMENTS Qty

1.00 lot

1.0 Mobilization/Demobilization

Php

2.0 Temporary Facilities a.) Bunkhouse/Office/Warehouse

Php

b.) Temporary Lightings

Php

c.) Temporary Water

Php Php

II. EARTHWORKS 1.0 Excavation Works/Backfill and Compaction Qty

52.13 cu.m

A. LABOR COST 1

Project Engineer

1

@

Php

600.00 /day

Php

Construction Foreman

Php

450.00 /day

Php

1

H.E. Operator

Php

400.00 /day

Php

6

Laborer

Php

250.00 /day

Php Php

Php

2,950.00

x

1.5 day Php

B. EQUIPMENT EXPENSES (RENTAL) 1 unit

Backhoe/Loader

Php

7,000.00

/day

Php

Fuel, oil, lub.,etc

Php

1,750.00

/day

Php Php

Php

8,750.00

x

1.5 days Php

SUMMARY A.

LABOR COST

Php

B.

EQUIPMENT EXPENSES (RENTAL)

Php Php plus:

7% OCM

Php

8% CP

Php

12% VAT

Php Php

Unit Cost =

Php

20,182.50 /

52.13

cu.m

Php

Total Item Cost =

Php

387.15 x

52.13

cu.m

Php

III. CONCRETE WORKS Qty

30.22 cu.m

A. MATERIAL COST 303.0 bags

Portland Cement

32.0 cu.m 16.0 cu.m

@

Php

225.00 /bag

Php

Screened Gravel

Php

400.00 /cu.m

Php

Washed Sand

Php

450.00 /cu.m

Php Php

B. LABOR COST 1.0

Project Engineer

1.0

@

Php

600.00 /day

Php

Construction Foreman

Php

450.00 /day

Php

2.0

Mason

Php

375.00 /day

Php

8.0

Laborer

Php

250.00 /day

Php Php

Php

3,800.00

x

8.0 days Php

C. EQUIPMENT EXPENSES (RENTAL) 1 unit

One Bagger Concrete Mixer

Php

400.00

/day

Php

Fuel, oil, lub.,etc

Php

100.00

/day

Php Php

Php

500.00

x

8.0 days Php

SUMMARY A. MATERIAL COST

Php

B. LABOR COST

Php

C. EQUIPMENT EXPENSES (RENTAL)

Php Php plus:

7% OCM

Php

8% CP

Php

12% VAT

Php Php

Unit Cost =

Php

140,961.25 /

30.22

cu.m

Php

Total Item Cost =

Php

4,665.27 x

30.22

cu.m

Php

IV. REINFORCE STEEL BARS Qty

4,171.30 kgs

A. MATERIAL COST 2,157.6 kgs

16mmØ Def. bars

Php

40.00

/kg

Php

381.9 kgs

12mmØ Def. bars

Php

40.00

/kg

Php

1,631.8 kgs

10mmØ Def. bars

Php

40.00

/kg

Php

# 16 G.I. tie wire

Php

60.00

/kg

Php

75.2 kgs

Php B. LABOR COST 1.0

Project Engineer

1.0

@

Php

600.00 /day

Php

Construction Foreman

Php

450.00 /day

Php

4.0

Steelman

Php

300.00 /day

Php

9.0

Laborer

Php

250.00 /day

Php Php

Php

4,500.00

x

12.0 days Php

C. EQUIPMENT EXPENSES (RENTAL) 1 unit

Bar cutter

Php

200.00

/day

Php Php

Php

200.00

x

12.0 days Php

SUMMARY A. MATERIAL COST

Php

B. LABOR COST

Php

C. EQUIPMENT EXPENSES (RENTAL)

Php Php plus:

7% OCM

Php

8% CP

Php

12% VAT

Php Php

Unit Cost =

Php

261,926.60 /

4,171.30

kgs

Php

Total Item Cost =

Php

62.79 x

4,171.30

kgs

Php

/pc

Php

V. FORMS AND SCAFFOLDINGS Qty

1.00 lot

A. MATERIAL COST 25.0 pcs 4,000.0 bd.ft

1/2"x4'x8' Form Plywood

@

Php

560.00

Asst. Form lumber

@

Php

24.00 /bd.ft

Php

80.0 kgs

Asst. CWNail

@

Php

75.00

/kg

Php

20.0 bd.ft

# 16 G.I. tie wire

@

Php

60.00

/kg

Php Php

B. LABOR COST 1

Project Engineer

@

Php

600.00 /day

Php

1

Construction Foreman

@

Php

450.00 /day

Php

4

Carpenter

@

Php

375.00 /day

Php

3

Laborer

@

Php

250.00 /day

Php Php

Php

3,300.00

x

12.0 days Php

SUMMARY A.

MATERIAL COST

Php

B.

LABOR COST

Php Php plus:

7% OCM

Php

8% CP

Php

12% VAT

Php Php

Unit Cost =

Php

180,320.00 /

1.00

lot

Php

Total Item Cost =

Php

180,320.00 x

1.00

lot

Php

VI. MASONRY WORKS (CHB laying w/ Plastering) Qty

185.14 sq.m

A. MATERIAL COST 350.0 bags 29.0 cu.m 2,450.0 pcs 518.0 kgs 6.0 bd.ft

Portland Cement

@

Php

225.00 /bag

Php

Washed sand

@

Php

400.00 /cu.m

Php

5" CHB

@

Php

10.50

/pc

Php

10mmØ Def. bars

@

Php

40.00

/kg

Php

# 16 G.I. tie wire

@

Php

60.00

/kg

Php Php

B. LABOR COST 1

Project Engineer

1

@

Php

600.00 /day

Php

Construction Foreman

Php

450.00 /day

Php

4

Mason

Php

375.00 /day

Php

6

Laborer

Php

250.00 /day

Php Php

Php

4,050.00

x

12.0 day Php

SUMMARY A.

MATERIAL COST

Php

B.

LABOR COST

Php Php plus:

7% OCM

Php

8% CP

Php

12% VAT

Php Php

Unit Cost =

Php

213,618.25 /

185.14

sq.m

Php

Total Item Cost =

Php

1,153.82 x

185.14

sq.m

Php

VII. TILE WORKS Qty

82.40 sq.m

A. MATERIAL COST 15.0 bags

Tile Adhessive

@

Php

190.00 /bag

Php

3.0 cu.m

Washed sand

@

Php

400.00 /cu.m

Php

4.0 pc

4"Ø Diamond cutter

@

Php

450.00

/pc

Php

428.0 pcs

16"x16" Granite tile

@

Php

85.00

/pc

Php

60.0 pcs

16"x16" Outdoor tile

@

Php

65.00

/pc

Php

20.0 kgs

Tile Grout

@

Php

25.00

/kg

Php Php

B. LABOR COST 1

Project Engineer

@

Php

600.00 /day

Php

1

Construction Foreman

@

Php

450.00 /day

Php

3

Mason

@

Php

375.00 /day

Php

4

Laborer

@

Php

250.00 /day

Php Php

Php

3,175.00

x

5.0 day Php

C. EQUIPMENT EXPENSES (RENTAL) 1 unit

Electric Grinder

Php

150.00

/day

Php Php

Php

150.00

x

5.0 days Php SUMMARY

A.

MATERIAL COST

Php

B.

LABOR COST

Php

C.

EQUIPMENT EXPENSES (RENTAL)

Php Php plus:

7% OCM

Php

8% CP

Php

12% VAT

Php Php

Unit Cost =

Php

72,743.25 /

82.40

sq.m

Php

Total Item Cost =

Php

882.81 x

82.40

sq.m

Php

VIII. CARPENTRY AND JOINERY WORKS (2ND Floor Ceiling only) Qty

82.40 sq.m

A. MATERIAL COST 16.0 pcs 48.0 pcs

Hardiflex ceiling board

@

Php

420.00

/pc

Php

0.40mm 19mm x 50mm x 5m

@

Php

115.00

/pc

Php

@

Php

140.00

/pc

Php

Double furring channel 8.0 pcs

0.80mm 12mm x 38mm x 5m

15.0 pcs

0.40mm 25mm x 25mm x 3m

@

Php

85.00

/pc

Php

Wall angle W-Clip

@

Php

8.00

/pc

Php

1.0 kgs

1-1/2" Concrete nail

@

Php

90.00

/kg

Php

2.0 pcs

4"Ø Diamond grinding disc

@

Php

65.00

/pc

Php

2.0 box

Blind rivets

@

Php

500.00

/box

Php

Asst. Form lumber (Scaffoldings)

@

Php

24.00 /bd.ft

Php

Carrying Channel

290.0 pcs

800.0 bd.ft

Php B. LABOR COST 1

Project Engineer

@

Php

600.00 /day

Php

1

Construction Foreman

@

Php

450.00 /day

Php

3

Carpenter

@

Php

375.00 /day

Php

2

Laborer

@

Php

250.00 /day

Php Php

Php

2,675.00

x

5.0 days Php

C. EQUIPMENT EXPENSES (RENTAL) 1 unit

Electric Grinder

Php

150.00

/day

Php Php

Php

150.00

x

5.0 days Php SUMMARY

A.

MATERIAL COST

Php

B.

LABOR COST

Php

C.

EQUIPMENT EXPENSES (RENTAL)

Php Php

plus:

7% OCM

Php

8% CP

Php

12% VAT

Php Php

Unit Cost =

Php

59,225.00 /

82.40

sq.m

Php

Total Item Cost =

Php

718.75 x

82.40

sq.m

Php

IX. DOORS AND WINDOWS Qty

1.00 lot

A. MATERIAL COST 2.0 sets

D-1, Panel type door w/ 2"x 6" jamb with

@

Php

5,300.00

/set

Php

@

Php

4,000.00

/set

Php

@

Php

3,780.00

/set

Php

@

Php

2,520.00

/set

Php

Complete accessories (0.90x2.10mts.) 1.0 sets

D-2, Flush type door w/ 2"x 5" jamb with Complete accessories (0.80x2.10 mts.)

2.0 sets

W-1, Steel casement window with 3/16" thk. Clear glass (1.80x1.40mts)

2.0 sets

W-2, Steel casement window with 3/16" thk. Clear glass (1.20x1.40mts)

Php B. LABOR COST (Installation only) 1

Project Engineer

@

Php

600.00 /day

Php

1

Construction Foreman

@

Php

450.00 /day

Php

1

Carpenter

@

Php

375.00 /day

Php

1

Welder

@

Php

375.00 /day

Php

1

Glass Installer

@

Php

300.00 /day

Php

5

Laborer

@

Php

250.00 /day

Php Php

Php

3,350.00

x

2.0 days Php

C. EQUIPMENT EXPENSES (RENTAL) 1 unit

Electric Grinder

Php

150.00

/day

Php Php

Php

150.00

x

2.0 days Php SUMMARY

A.

MATERIAL COST

Php

B.

LABOR COST

Php

C.

EQUIPMENT EXPENSES (RENTAL)

Php Php plus:

7% OCM

Php

8% CP

Php

12% VAT

Php Php

Unit Cost =

Php

39,330.00 /

1.00

lot

Php

Total Item Cost =

Php

39,330.00 x

1.00

lot

Php

X. PAINTING WORKS (Concrete wall & Hardiflex Ceiling board) Qty

460.08 sq.m

A. MATERIAL COST 5.0 tin 10.0 tin

Flat Latex paint

@

Php

1,810.00

/tin

Php

Semi-gloss Latex paint

@

Php

2,370.00

/tin

Php

4.0 lits

Latex color

@

Php

120.00

/lit

Php

4.0 gal.

Masonry putty

@

Php

15.00

/gal

Php

20.0 kgs

Patching compound

@

Php

15.00

/lit

Php

8.0 lits

Stickwel

@

Php

195.00

/lit

Php

7.0 pcs

Roller brush

@

Php

100.00

/pc

Php

17.0 pcs

Paint brush

@

Php

45.00

/pc

Php

100.0 pcs

Sandpaper

@

Php

25.00

/pc

Php

15.0 pcs

Stupa Rag

@

Php

20.00

/kg

Php Php

B. LABOR COST 1

Project Engineer

@

Php

600.00 /day

Php

1

Construction Foreman

@

Php

450.00 /day

Php

3

Painter

@

Php

350.00 /day

Php

4

Laborer

@

Php

250.00 /day

Php Php

Php

3,100.00

x

5.0 day Php

SUMMARY A.

MATERIAL COST

Php

B.

LABOR COST

Php Php plus:

7% OCM

Php

8% CP

Php

12% VAT

Php Php

Unit Cost =

Php

63,152.25 /

460.08

sq.m

Php

Total Item Cost =

Php

137.26 x

460.08

sq.m

Php

XI. TRUSS WORKS Qty

1.00 lot

A. MATERIAL COST

3

23.0 pcs

1.5mm x 2"x6" CEE purlins (truss)

@

Php

650.00

/pc

Php

12.0 pcs

1.0mm x 2"x4" CEE purlins

@

Php

397.00

/pc

Php

5.0 pcs

10mmØ Plain Round bar

@

Php

138.00

/pc

Php

9.0 pcs

1/4" x 10"x10" Base plate

@

Php

250.00

/pc

Php

3.0 box

Welding rod

@

Php

1,200.00

/box

Php

@

Php

120.00

/pc

Php

36.0 pcs

12mmØ x 10" Anchor bolts w/ Nut and washer

Php B. LABOR COST 1

Project Engineer

@

Php

600.00

/day

Php

1

Construction Foreman

@

Php

450.00

/day

Php

2

Welder

@

Php

375.00

/day

Php

2

Laborer

@

Php

250.00

/day

Php Php

Php 1 unit

2,300.00

x

Welding Machine

4.0 day Php Php

450.00

/day

Php Php

Php

450.00

x

4.0 days Php SUMMARY

A.

MATERIAL COST

Php

B.

LABOR COST

Php

C.

EQUIPMENT EXPENSES (RENTAL)

Php Php plus:

7% OCM

Php

8% CP

Php

12% VAT

Php Php

Unit Cost =

Php

47,810.10 /

1.00

lot

Php

Total Item Cost =

Php

47,810.10 x

1.00

lot

Php

XII. ROOFING WORKS Qty

48.50 l.m

A. MATERIAL COST 48.5 l.m

Rib-type Roofing sheet (.5mm thk.)

@

Php

420.00

/l.m

Php

48.5 l.m

One sided Alum. Insulation (9mm thk)

@

Php

450.00

/l.m

Php

5.0 pcs

Wall flashing

@

Php

450.00

/pc

Php

5.0 pcs

3"Ø PVC pipe

@

Php

460.00

/pc

Php

6.0 pcs

3"Ø PVC Elbow 1/4 bend

@

Php

53.00

/pc

Php

3.0 pcs

Gutter

@

Php

450.00

/pc

Php

Tekscrew

@

Php

1.75

/pc

Php

4.0 tube

Silicon Sealant

@

Php

150.00 /tube

Php

1.0 box

Blind Rivets

@

Php

500.00

Php

300.0 pcs

/box

Php B. LABOR COST 1

Project Engineer

@

Php

600.00 /day

Php

1

Construction Foreman

@

Php

450.00 /day

Php

3

Roof Installer

@

Php

350.00 /day

Php

4

Laborer

@

Php

250.00 /day

Php Php

Php

3,100.00

x

4.0 day Php SUMMARY

A. MATERIAL COST

Php

B. LABOR COST

Php Php plus:

7% OCM

Php

8% CP

Php

12% VAT

Php Php

Unit Cost =

Php

71,803.70 /

48.50

l.m

Php

Total Item Cost =

Php

1,480.49 x

48.50

l.m

Php

XIII. TINSMITRY WORKS (Stair Railings) Qty

1.00 lot

A. MATERIAL COST 4.0 pcs

2"Ø Stainless Steel pipe

@

Php

3,250.00

/pc

Php

4.0 pcs

3/16"x1" Flat bar

@

Php

235.00

/pc

Php

15.0 pcs

3/4"x3/4" Square bar

@

Php

245.00

/pc

Php

1.0 lot

Welding rod/Accessories

@

Php

3,000.00

/lot

Php

2.0 pc

4"Ø Grinding disk

@

Php

65.00

/pc

Php Php

B. LABOR COST 1

Project Engineer

@

Php

600.00 /day

Php

1

Construction Foreman

@

Php

450.00 /day

Php

1

Welder

@

Php

375.00 /day

Php

3

Laborer

@

Php

250.00 /day

Php Php

Php

2,175.00

x

3.0 day Php

C. EQUIPMENT EXPENSES (RENTAL) 1 unit

Welding Machine

Php

450.00

/day

Php Php

Php

450.00

x

3.0 days Php

SUMMARY A.

MATERIAL COST

Php

B.

LABOR COST

Php

C.

EQUIPMENT EXPENSES (RENTAL)

Php Php plus:

7% OCM

Php

8% CP

Php

12% VAT

Php Php

Unit Cost =

Php

32,913.00 /

1.00

lot

Php

Total Item Cost =

Php

32,913.00 x

1.00

lot

Php

XIV. ELECTRICAL WORKS Qty

1.00 lot

A. MATERIAL COST 6.0 sets

2x40W FL lamp w/ housing

@

Php

1,500.00

/set

Php

5.0 sets

25W CFL

@

Php

60.00

/set

Php

5.0 sets

4"x4" Pinlight

@

Php

250.00

/set

Php

6.0 pcs

Receptacle 4"Ø

@

Php

50.00

/pc

Php

2.0 sets

Single pole switch

@

Php

120.00

/set

Php

3.0 sets

Two pole switch

@

Php

165.00

/set

Php

2.0 sets

3-Way switch

@

Php

210.00

/set

Php

Main ACB/ 6-branches, w/ 1-20 AT, 2P, 520 AT, 2P

@

Php

1,850.00

/set

Php

11.0 pcs

4"x4" Junction box

@

Php

35.00

/pc

Php

15.0 pcs

2"x4" Utility box

@

Php

35.00

/pc

Php

34.0 pcs

1/2"Ø PVC pipe x 3.00 mts.

@

Php

61.00

/pc

Php

2.0 rolls

3.5mm² THHN wire

@

Php

3,207.50

/roll

Php

20.0 mts

1.00

sets

14mm² THHN wire

@

Php

85.84

/mt

Php

4.0 pcs

1'Ø PVC pipe x 3.00 mts.

@

Php

102.00

/pc

Php

2.0 pcs

1"Ø Long sweep elbow

@

Php

38.00

/pc

Php

1/2"Ø PVC Long sweep elbow

@

Php

25.00

/pc

Php

1.0 pc

1"Ø RSC pipe x 3.00 mts.

@

Php

420.00

/pc

Php

1.0 sets

1"Ø Entrance cap

@

Php

65.00

/set

Php

1.0 set

3-Pole secondary rack

@

Php

285.00

/set

Php

1.0 pc

1"Ø Long sweep elbow (RSC)

@

Php

85.00

/pc

Php

Electrical tape

@

Php

45.00

/roll

Php

22.0 pcs

10.0 rolls

Php B. LABOR COST 1

Project Engineer

@

Php

600.00 /day

Php

1

Construction Foreman

@

Php

450.00 /day

Php

1

Electrician

@

Php

325.00 /day

Php

3

Laborer

@

Php

250.00 /day

Php Php

Php

2,125.00

x

4.0 day Php

C. EQUIPMENT EXPENSES (RENTAL) 1 unit

Electric drill

Php

150.00

/day

Php Php

Php

150.00

x

4.0 days Php SUMMARY

A.

MATERIAL COST

Php

B.

LABOR COST

Php

C.

EQUIPMENT EXPENSES (RENTAL)

Php Php plus:

7% OCM

Php

8% CP

Php

12% VAT

Php

Php

Unit Cost =

Php

41,871.27 /

1.00

sets

Php

Total Item Cost =

Php

41,871.27 x

1.00

sets

Php

TOTAL CONSTRUCTION COST

Php

20,000.00 50,000.00 30,000.00 10,000.00 110,000.00

600.00 450.00 400.00 1,500.00 2,950.00 4,425.00 7,000.00 1,750.00 8,750.00 13,125.00

4,425.00 13,125.00 17,550.00 1,228.50 1,404.00 2,106.00 20,182.50 387.15 20,182.50

302.15 68,175.00 12,800.00 7,200.00 88,175.00 600.00 450.00 750.00 2,000.00 3,800.00 30,400.00 400.00 100.00 500.00 4,000.00

0.344768925

88,175.00 30,400.00 4,000.00 122,575.00 8,580.25 9,806.00 14,709.00 140,961.25 4,665.27 140,961.25

86,302.10 15,276.32 65,273.76 4,510.08 171,362.26 600.00 450.00 1,200.00 2,250.00 4,500.00 54,000.00 200.00 200.00 2,400.00

171,362.26 54,000.00 2,400.00 227,762.26 15,943.36 18,220.98 27,331.47 261,926.60 62.79 261,926.60

14,000.00 96,000.00 6,000.00 1,200.00 117,200.00 600.00 450.00 1,500.00

0.315121897

750.00 3,300.00 39,600.00

0.337883959

117,200.00 39,600.00 156,800.00 10,976.00 12,544.00 18,816.00 180,320.00 180,320.00 180,320.00

78,750.00 11,600.00 25,725.00 20,720.00 360.00 137,155.00

600.00 450.00 1,500.00 1,500.00 4,050.00 48,600.00

0.354343626

137,155.00 48,600.00 185,755.00 13,002.85 14,860.40 22,290.60 213,618.25 1,153.82 213,618.25

2,850.00 1,200.00 1,800.00

ground floor/second floor 12.50 13.00 20.00 20.00 14.70 15.00

stairs 260

36,380.00 3,900.00 500.00 46,630.00

12.50 5.00 5.33

13.00 5.00 6.00

195 60

80 2.4 82.4

600.00 450.00 1,125.00 1,000.00 3,175.00 15,875.00

0.340446065

150.00 150.00 750.00

46,630.00 15,875.00 750.00 63,255.00 4,427.85 5,060.40 7,590.60 72,743.25 882.81 72,743.25

ground floor/second floor 12.50 13.00 20.00 20.00

6,720.00 5,520.00 1,120.00

14.70

15.00

12.50 5.00

13.00 5.00

5.00

5.00

5.33

6.00

1,275.00 2,320.00 90.00 130.00 1,000.00 19,200.00 37,375.00 600.00 450.00 1,125.00 500.00 2,675.00 13,375.00

150.00 150.00 750.00

37,375.00 13,375.00 750.00 51,500.00

0.357859532

35.42 17.71

53.13

3,605.00 4,120.00 6,180.00 59,225.00 718.75 59,225.00

10,600.00

5,300.00

4,000.00

4,000.00

7,560.00

2.52

1500

3,780.00

5,040.00

1.68

1500

2,520.00

27,200.00 600.00 450.00 375.00 375.00 300.00 1,250.00 3,350.00 6,700.00

0.246323529

150.00 150.00 300.00

27,200.00 6,700.00 300.00 34,200.00 2,394.00 2,736.00 4,104.00 39,330.00 39,330.00 39,330.00

9,050.00 23,700.00 480.00 60.00 300.00 1,560.00 700.00

12.34267

765.00 2,500.00 300.00 39,415.00 600.00 450.00 1,050.00 1,000.00 3,100.00 15,500.00

0.3932513

39,415.00 15,500.00 54,915.00 3,844.05 4,393.20 6,589.80 63,152.25 137.26 63,152.25

14,950.00

16.57 9.94 6.62

4,764.00 690.00 2,250.00 3,600.00

3.31 1 37.44

4,320.00 30,574.00

600.00 450.00 750.00 500.00 2,300.00 9,200.00 450.00 450.00 1,800.00

30,574.00 9,200.00 1,800.00 41,574.00 2,910.18 3,325.92 4,988.88 47,810.10

0.300909269

6.24

47,810.10 47,810.10

20,370.00 21,825.00 2,250.00 2,300.00 318.00 1,350.00 525.00 600.00 500.00 50,038.00 600.00 450.00 1,050.00 1,000.00 3,100.00 12,400.00

0.247811663

50,038.00 12,400.00 62,438.00 4,370.66 4,995.04 7,492.56 71,803.70 1,480.49 71,803.70

0.625 8.333333

13,000.00

16.57 13.25 9.94 6.62 46.38

940.00 3,675.00 3,000.00 130.00 20,745.00 600.00 450.00 375.00 750.00 2,175.00 6,525.00 450.00 450.00 1,350.00

20,745.00

0.314533623

7.73

6,525.00 1,350.00 28,620.00 2,003.40 2,289.60 3,434.40 32,913.00 32,913.00 32,913.00

0.625 8.333333

9,000.00

16.57 13.25 13.25 13.25

300.00 1,250.00 300.00 240.00 495.00

13.25 13.25 13.25

420.00 1,850.00 385.00 525.00 2,074.00 6,415.00 1,716.80 408.00 76.00 550.00 420.00 65.00 285.00 85.00 450.00

96.07

27,309.80 600.00 450.00 325.00 750.00 2,125.00 8,500.00 150.00 150.00 600.00

27,309.80 8,500.00 600.00 36,409.80 2,548.69 2,912.78 4,369.18

0.311243583

16.01167

41,871.27

41,871.27 41,871.27

1,355,857.17

26.25

27 9

27 9 3 1 0.333333 0.111111 0.037037

Project Title:

PROPOSED TWO (2) STOREY LTO BUILDING

Project Location:

BRGY. POBLACION, URDANETA CITY, PANGASINAN

Owner:

LAND TRANSPORTATION OFFICE (Urdaneta Branch)

BILL OF QUANTITIES DESCRIPTION Item No. I GENERAL REQUIREMENTS

UNIT lot

QTY 1.00

UNIT COST 110,000.00

AMOUNT 110,000.00

II

EARTHWORKS

cu.m

52.13

387.15

20,182.50

III.

CONCRETE WORKS

cu.m

30.22

4,665.27

140,961.25

IV

REINFORCE STEEL BARS

kgs

4,171.30

62.79

261,926.60

V

FORMS AND SCAFFOLDINGS

lot

1.00

180,320.00

180,320.00

VI

MASONRY WORKS

sq.m

185.14

1,153.82

213,618.25

VII

TILE WORKS

sq.m

82.40

882.81

72,743.25

VIII

CARPENTRY AND JOINERY WORKS

sq.m

82.40

718.75

59,225.00

IX

DOORS AND WINDOWS

lot

1.00

39,330.00

39,330.00

X

PAINTING WORKS

460.08

137.26

63,152.25

XI

TRUSS WORKS

lot

1.00

47,810.10

47,810.10

XII

ROOFING WORKS

l.m

48.50

1,480.49

71,803.70

XIII

TINSMITRY WORKS

lot

1.00

32,913.00

32,913.00

XIV

ELECTRICAL WORKS TOTAL PROJECT COST

lot

1.00

41,871.27

41,871.27 1,355,857.17

sq.m

EARTHWORKS EXCAVATION WORKS MARK F-1 FTB GB

FOR ONE (1) STRUCTURE LENGTH WIDTH HEIGHT (m.) (m.) (m.) 1.50 1.50 1.50 5.00 0.25 1.10 4.00 0.25 1.10 5.00 0.20 0.25 4.00 0.20 0.25

NO. OF SIMILAR STRUCTURE 6.00 3.00 4.00 3.00 4.00

TOTAL VOLUME (m³) 20.25 4.13 4.40 0.75 0.80 30.33

FOR ONE (1) STRUCTURE LENGTH WIDTH HEIGHT (m.) (m.) (m.) 1.50 1.50 0.30 5.00 0.25 0.30 4.00 0.25 0.30 5.00 0.20 0.25 4.00 0.20 0.25 0.30 0.30 1.10

NO. OF SIMILAR STRUCTURE 6.00 3.00 4.00 3.00 4.00 6.00

TOTAL VOLUME (m³) 4.05 1.13 1.20 0.75 0.80 0.59 8.52

NO. OF SIMILAR STRUCTURE 6.00 3.00 4.00 3.00 4.00 1.00 1.00

TOTAL VOLUME (m³) 1.35 0.38 0.40 0.30 0.32 4.00 0.24 6.99

TOTAL BACKFILL/COMPACTION MARK F-1 FTB GB COLUMN TOTAL

Excavation Backfill/Compaction

=

30.33 21.81 cu.m

GRAVEL BEDDING MARK F-1 FTB GB Area-1 Area-2 TOTAL

FOR ONE (1) STRUCTURE LENGTH WIDTH HEIGHT (m.) (m.) (m.) 1.50 1.50 0.10 5.00 0.25 0.10 4.00 0.25 0.10 5.00 0.20 0.10 4.00 0.20 0.10 8.00 5.00 0.10 2.00 1.20 0.10

5.00 16.67 13.33 16.67 13.33

5.00 16.67 13.33

1.00

V - MASONRY WORKS

GROUND FLOOR perimeter wall

26.00

3.50

less opening

1.00 7.29

Total area

91.00 7.29 83.71 185.14

perimeter wall

26.00

3.50

1.00

91.00

4.40

1.00

1.00

4.40

5.00

3.00

1.00

15.00

8.97

8.97

less opening Total area No. of pcs 6” CHB Cement Sand Vert. Reinforcement Hor. Reinforcement

101.43 2,406.82

say

187.55

say

190.00 bags

15.63

say

17.00 m³

394.35 398.05 792.40 / 5.7m

=

139.0174035 say

GI Tie Wire

2,450.00 pcs

4.44

say

83.71

101.43

140 pcs 10mmØ

518.00

6 kgs

Plastering perimeter wall

1.00

185.14 370.28 370.28

Cement Sand

159.22

say

9.26

say

Summary Cement Sand No. of pcs 6” CHB RSB Reinforcement GI Tie Wire

350.00 29.00 2,450.00 518.00 6.00

160 bags 12 cu.m.

kgs

10MMØ 0.616

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

top-tranverse

16

1.50

NO. OF SIMILAR NUMBER OF STRUCT PCS URE 8.00 6.00

bottom-longitudinal

12

1.50

8.00

vertical bar

FOR 1 STRUCTURE MARK

F1

LOCATION

BAR SIZE

ONE BAR LENGTH

TOTAL NO.OF PCS 48.00 48.00

Footing

C1

C2

C3

FTB

16

9.00

8.00

8.30 outer ties

10

1.20

49.80

99.60

inner ties

10

1.00

49.80

99.60

vertical bar

16

9.00

8.00

10

1.20

50.70

101.40

inner ties

10

1.00

50.70

101.40

vertical bar

16

9.00

8.00

10

1.20

51.66

103.32

inner ties

10

1.00

51.66

103.32

straight bars

16

6.00

6.00

10

1.10

36.00

16

4.50

6.00

10

1.20

27.00

16

6.00

4.00

10

0.90

36.00

16

4.50

4.00

10

0.90

27.00

straight bars

16

6.00

4.00

5.00 top cut bars

16

1.50

2.00

straight bars

straight bars 5.00 stirrups

GB

straight bars 4.00 stirrups

B-1

2.00

16.00

8.61 outer ties

4.00 stirrups

GB

2.00

16.00

8.45 outer ties

5.00 stirrups FTB

2.00

3.00

16.00

18.00 108.00

4.00

24.00 108.00

3.00

12.00 108.00

4.00

16.00 108.00

2.00

8.00 4.00

B-1

B-2

B-3

B-4

LB-1

bott. Cut bars

16

3.00

1.00

2.00

stirrups

10

1.20

36.00

72.00

straight bars

16

4.50

4.00

4.00 top cut bars

16

1.20

2.00

bott. Cut bars

16

2.50

1.00

4.00

stirrups

10

1.20

27.00

108.00

straight bars

16

6.00

4.00

5.00 top cut bars

RB-2

RB-3

4.00

1.50

4.00

4.00

3.00

2.00

2.00

stirrups

10

1.40

36.00

36.00

straight bars

16

6.00

4.00

5.00 top cut bars

16

1.50

2.00

2.00

bott. Cut bars

16

3.00

1.00

1.00

stirrups

10

1.10

36.00

straight bars

16

2.50

4.00

2.12 top cut bars

16

0.75

2.00

bott. Cut bars

16

1.50

1.00

1.00

stirrups

10

0.90

15.00

15.00

straight bars

12

2.50

4.00

10

1.00

15.00

12

1.50

4.00

10

1.00

9.00

straight bars

12

6.00

4.00

5.00 top cut bars

straight bars

1.00

4.00

36.00 1.00

4.00 2.00

1.00

4.00 15.00

1.00

4.00 9.00

2.00

8.00

12

1.50

2.00

4.00

bott. Cut bars

12

3.00

1.00

2.00

stirrups

10

0.90

36.00

72.00

straight bars

12

4.50

4.00

4.00 top cut bars

12

1.20

2.00

8.00

bott. Cut bars

12

2.50

1.00

4.00

stirrups

10

0.90

27.00

straight bars

16

6.00

4.00

5.00 top cut bars

16

1.50

2.00

bott. Cut bars

16

3.00

1.00

1.00

stirrups

10

1.10

36.00

36.00

straight bars

12

6.00

4.00

10

0.70

36.00

12

2.50

4.00

10

0.70

15.00

12

2.50

4.00

10

0.80

15.00

12

1.50

4.00

10

0.80

9.00

straight bars 2.12 stirrups straight bars 2.00 stirrups CB-2

1.00

16

5.00 stirrups

LB-2

8.00

16

1.20 stirrups RB-1

16.00

bott. Cut bars

2.00 stirrups CB-1

4.00

straight bars 1.20 stirrups

4.00

16.00

108.00 1.00

4.00 2.00

1.00

4.00 36.00

1.00

4.00 15.00

1.00

4.00 15.00

2.00

8.00 18.00

SLAB ON FILL SUSPENDED SLAB

two way

longitudinal

10

8.00

20.00

cross section

10

5.00

12.50

1.00

20.00

top bars(longitudinal)

10

5.00

16.67

top bars (cross section)

10

8.00

26.67

26.67

cut bars(longitudinal)

12

1.25

10.00

10.00

cut bars (cross section)

12

4.00

10.00

10.00

bent up bars(longitudinal)

10

5.00

16.67

16.67

bent up bars (cross section)

10

8.00

26.67

26.67

12.50 1.00

16.67

MB-1 (30.00m)

straight bars

16

30.83

4.00

@ GL A

web bars

12

30.83

2.00

3.00

6.00

stirrups

10

1.40

784.00

2,352.00

MB-2(20.00m)

straight bars

16

20.83

4.00

@ 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

@ GL A

web bars

12

30.83

2.00

2.00

stirrups

10

1.40

184.00

184.00

RB-1 (20.00m)

straight bars

16

20.83

4.00

@ GL 1

web bars

12

20.83

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

top cut bars-middle support

16

2.90

2.00

1.00

2.00

top cut bars-middle support

16

2.28

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

straight bars

16

30.83

4.00

web bars

12

30.83

2.00

top cut bars-end support

16

1.98

2.00

1.00

2.00

top cut bars-middle support

16

1.78

2.00

1.00

2.00

top cut bars-middle support

16

1.90

2.00

23.00

46.00

top cut bars-middle support

16

1.55

2.00

7.00

14.00

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

straight bars

16

20.83

4.00

web bars

12

20.83

2.00

top cut bars-end support

16

0.93

2.00

2.00

16.00

top cut bars-middle support

16

1.65

2.00

2.00

16.00

top cut bars-middle support

16

2.90

2.00

1.00

8.00

top cut bars-middle support

16

2.28

2.00

2.00

16.00

bottom cut bars

16

1.50

2.00

4.00

32.00

bottom cut bars

16

3.00

2.00

2.00

stirrups

10

1.40

162.00

3.00

1.00

12.00

12.00

4.00

Midbeam

RB-1 (30.00m)

RB-2 (20.00m)

1.00

4.00 2.00

162.00 1.00

4.00 2.00

784.00 4.00

16.00 8.00

16.00 648.00

S.Angle (20.00m)

straight bars

16

20.83

4.00

@ GL A

web bars

12

20.83

2.00

4.00

16.00

top cut bars-end support

16

0.93

2.00

2.00

16.00

top cut bars-middle support

16

1.65

2.00

7.00

56.00

bottom cut bars

16

1.50

2.00

8.00

64.00

stirrups

10

1.40

184.00

Ground Slab

transverse

12

92.00

41.00

92 x 20

longitudinal

12

20.00

185.00

Ground Slab

transverse

12

42.00

41.00

42 x 20

longitudinal

12

20.00

85.00

8.00

736.00

roofbeam

Ground Slab

1.00

41.00 185.00

1.00

41.00 85.00

12MMØ

16MMØ

0.888

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

227.23

2.17

227.23

2.17

TOTAL NO. OF COMML LENGTH

COMML LENGTH

72.00

6.00

72.00

6.00

NO. OF VER/LONG BAR 12.00

NO. OF TOTAL BAR HOR/TRANS INTERSECTIO BAR N 12.00

384.00

16MMØ TIE WIRE 144.00

9.00

16.00

16.00

119.52

6.00

19.92

20.00

1,593.60

73.92

99.60

6.00

16.60

17.00

62.83

144.00

9.00

16.00

16.00

121.68

6.00

20.28

21.00

77.62

101.40

6.00

16.90

17.00

62.83

144.00

9.00

16.00

16.00

123.98

6.00

20.66

21.00

77.62

103.32

6.00

17.22

18.00

66.53

1,622.40

1,653.12

227.23

227.23

227.23

1,103.04

6.00

18.00

18.00

118.80

6.00

19.80

20.00

108.00

9.00

12.00

12.00

129.60

6.00

21.60

22.00

648.00

12.00

12.00

97.20

6.00

16.20

17.00

72.00

9.00

8.00

8.00

97.20

6.00

16.20

17.00

170.42

8.00

8.00

6.00

6.00

1.00

1.00

27.56

27.56 3.67

73.92 648.00

170.42

3.67

81.31

432.00

7.34

16MMØ

340.85

10MMØ

155.23

170.42

7.34 2.45

62.83 432.00

113.62

2.45

62.83

504.00

4.89

16MMØ

284.04

10MMØ

125.66

TIE WIRE 6.00

9.36

421.34

409.70

48.00

9.18

681.70

TIE WIRE 6.00

9.02

10MMØ

496.08

72.00

2.17

16MMØ TIE WIRE 108.00

227.23

75.74 9.47

4.89 2.85

86

6.00

6.00

1.00

1.00

9.47

86.40

6.00

14.40

15.00

55.44

72.00

9.00

8.00

8.00

9.60

6.00

1.60

2.00

18.94

756.00

151.49

10.00

7.50

1.33

2.00

18.94

129.60

6.00

21.60

22.00

81.31

24.00

6.00

4.00

4.00

6.00

6.00

1.00

1.00

9.47

6.00

6.00

1.00

1.00

9.47

50.40

6.00

8.40

9.00

33.26

24.00

6.00

4.00

4.00

3.00

6.00

0.50

1.00

9.47

3.00

6.00

0.50

1.00

9.47

39.60

6.00

6.60

7.00

10.00

7.50

1.33

1.50

1.50

6.00

0.25

0.50

360.00

252.00

37.87

37.87

4.28

2.04

1.43

25.87 105.00

17.75

0.59

4.73

1.50

6.00

0.25

0.50

4.73

13.50

6.00

2.25

3.00

11.09

10.00

7.50

1.33

1.50

15.00

6.00

2.50

3.00

6.00

6.00

1.00

1.00

9.00

6.00

1.50

2.00

48.00

6.00

8.00

8.00

6.00

6.00

1.00

1.00

5.33

6.00

6.00

1.00

1.00

5.33

64.80

6.00

10.80

11.00

40.66

72.00

9.00

8.00

8.00

9.60

6.00

1.60

2.00

10.66

10.00

6.00

1.67

2.00

10.66

97.20

6.00

16.20

17.00

24.00

6.00

4.00

4.00

3.00

6.00

0.50

0.50

60.00

6.93

0.34

11.09 36.00

5.33

0.20

7.39 504.00

756.00

42.62

85.25

2.85

4.28

62.83 252.00

37.87

1.43

4.73

3.00

6.00

0.50

0.50

4.73

39.60

6.00

6.60

7.00

25.87

24.00

6.00

4.00

4.00

25.20

6.00

4.20

5.00

10.00

7.50

1.33

2.00

10.50

6.00

1.75

2.00

10.00

7.50

1.33

1.50

12.00

6.00

2.00

2.00

12.00

6.00

2.00

2.00

14.40

6.00

2.40

2.50

144.00

21.31

0.82

18.48 60.00

13.32

0.34

7.39 60.00

9.99

72.00

10.66

0.34

7.39 0.41

9.24 1,096.91

22.19

16MMØ

472.22

12MMØ

227.38

10MMØ

397.32

TIE WIRE 100.00

5.60

17.86

18.00

100.00

6.00

16.67

17.00

250.00

66.53

133.33

6.00

22.22

23.00

133.33

5.60

23.81

24.00

88.70

40.00

6.00

13.33

14.00

74.59

12.50

6.00

4.17

5.00

26.64

133.33

6.00

22.22

23.00

85.01

133.33

5.60

23.81

24.00

88.70

22.19 1.42

62.83 988.89

85.01

578.02

5.60

0.00 7.01

12MMØ

101.23

10MMØ

476.78

TIE WIRE

7.01

16MMØ

151.52

12MMØ

53.30

10MMØ

55.50

TIE WIRE

4.00

18.99 128.86

168.00

7.50

84.00

7.50

6.00

559.65

588.00

6.00

2,175.60

24.00

12.00

12.00

12.00

127.92

41.00

6.00

151.70

8.00

12.00

4.00

12.00

42.64

46.00

6.00

170.20

6.00

6.00

8.00

784.00

162.00

184.00

2,916.00

1,104.00

454.56

151.52

19.81

7.50

387.48

151.52

8.80

12.00 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

28.00

7.50

186.55

1.00

7.50

11.84

6,272.00

95.86

5,822.49 4.00

784.00

1,296.00

1,988.70

8.00

8.00

162.00

14,112.00

662.90

42.60

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

32.00

12.00

725.20

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

8.00

162.00

5,184.00

606.08

35.21

69

32.00

12.00

16.00

12.00

8.00

41.00

1,312.00

606.08 170.56

16.00

6.00

151.52

8.00

12.00

151.52

16.00

6.00

151.52

184.00

6.00

680.80

328.00

12.00

370.00

10.50

246.00

7.50

170.00

10.50

41.00

185.00

7,585.00

8.91

5,568.17

95.53

3,496.48

51.52

92

3,451.18 41.00

85.00

3,485.00

1,638.98

23.67

1,585.68 10,172.31

75.19

76

#REF! #REF!

FINISHING WORKS PLASTERING WORKS MARK

LENGTH

HEIGHT

NO. OF SIMILAR

FACE

walls Exterior/Interior Plastering Total

Computation: Cement Sand

834.98 46.39

say say

835.00 50.00

bags m³

TILE WORKS MARK

LENGTH

WIDTH

(length) no. of pcs.

say

Ground Floor 24"x24"Homogenous floor tiles Library Moot Court SBO/SAS office Deans office 12"x12"Homogenous floor tiles Comport room (floor) Comport room (floor)

10.00 9.30 4.25 6.75

7.00 7.00 7.00 5.00

16.67 15.50 7.08 11.25

17.00 16.00 8.00 12.00

6.75 6.75

5.00 5.00

22.50 22.50

23.00 23.00

Comport room (wall) Comport room (wall) Comport room (wall) Comport room (wall) 24"x24"Homogenous floor tiles Class room

14.00 10.00 4.60 5.00

2.20 2.20 2.20 2.20

46.67 33.33 15.33 16.67

47.00 34.00 16.00 17.00

10.00 4.00 9.30 9.30 3.00 5.15 2.00 10.00 6.20 6.00

7.00 10.00 7.00 7.00 50.00 7.00 6.00 4.20 6.00 6.00

16.67 6.67 15.50 15.50 5.00 8.58 3.33 16.67 10.33 10.00

17.00 7.00 16.00 16.00 5.00 9.00 4.00 17.00 11.00 10.00

hallways lobbies porch platform balcony Entry along canopy area

fire scape areas stair & landing 2nd Floor 24"x24"Ceramic floor tiles area-1 cement fin. w/ h2o proofing area-1 3rd Floor 24"x24"Ceramic floor tiles area-1 cement fin. w/ h2o proofing area-1 roof deck cement fin. w/ h2o proofing area-1

2.00 7.00 3.70

5.00 4.50 4.50

3.33 11.67 6.17

4.00 12.00 7.00

8.00

7.00

13.33

14.00

3.00

4.50

8.00

7.00

13.33

14.00

3.00

4.50

8.00 3.00

7.00 4.50

CEILING WORKS MARK 2nd floor open ceiling

LENGTH

WIDTH

hardiflex ceiling board 8.50 1.20

(length) no. of pcs.

say

(length) no. of pcs.

say

5.00 2.00

total MARK 2nd floor open ceiling

LENGTH

WIDTH

double furring channel 8.50 1.20

5.00 2.00

21.25 1.20

comm'l. length

(length) no. of pcs.

3.00

14.13

22.00 2.00

total MARK 2nd floor open ceiling total MARK

LENGTH wall angle 42.40

LENGTH

2nd floor open ceiling total

carrying channel 8.50

PAINTING WORKS

ceiling area

mark

say

WIDTH 5.00

89.80 1st coating

(length) no. of pcs. 7.08

2nd coating

15.00

say 8.00

3rd coating

Flat latex paint Masonry putty latex color sand paper roller brush paint brush stupa rug

PAINTING WORKS

3.59 4.49 0.45 5.99

wall area

mark

Flat latex paint Semi-gloss Latex Easytite with hardener latex color sand paper roller brush paint brush stupa rug

Painting

door area

QDE paint Easytite with hardener Paint thinner tinting color sand paper roller brush paint brush stupa rug

Metal

mark

QDE paint Easytite with hardener Paint thinner tinting color sand paper roller brush paint brush stupa rug

Painting

2nd coating

12.34

2.57

3rd coating 12.34

3.70 74.06

mark

Painting

370.28 1st coating 14.81 14.81

2.99

Exterior wall

27.00 1st coating 0.90 0.36 0.50 0.11 5.40

336.34 1st coating 11.21 3.36 84.09

1,640.16

2nd coating

3rd coating

0.54

2nd coating

6.73

3rd coating

mark

1st coating 54.67 54.67 8.20

Flat latex paint Semi-gloss Latex latex color Patching Compound sand paper roller brush paint brush stupa rug Painting

2nd coating

41.00

3rd coating 32.80

164.02

Exposed Conc.

mark

Flat latex paint Semi-gloss Latex latex color sand paper roller brush paint brush stupa rug

56.89 1st coating 1.90 1.90 0.28 5.69

2nd coating

3rd coating

1.42

1.14

total no. of unit

total Area (m²)

TOILET PARTITIONS MARK Phenolic board female

male

urinal partitions

LENGTH 1.50 0.20 0.40 1.50 0.20 0.40 0.45

WIDTH 1.60 1.60 1.60 1.60 1.60 1.60 0.90

4.00 2.00 3.00 2.00 2.00 1.00 6.00

total

20.16 1.34 4.03 10.08 1.34 1.34 5.10 43.41

DOORS MARK Phenolic board female male total

LENGTH 0.60 0.60

WIDTH 1.60 1.60

total no. of unit 4.00 2.00

total Area (m²) 8.06 4.03 12.10

DECORATIVE STONE MARK

LENGTH

WIDTH

total Area (m²)

say

wall angle Area-1 Area-2 Area-3

9.00 1.75 9.50

1.00 5.00 2.00

36.00 17.50 38.00

36.00 18.00 18.00

Area-4 Area-5

9.50 9.00

1.00 0.60

19.00 10.80

total

19.00 11.00 102.00 25.50

ALUM. CLADDING MARK

LENGTH

WIDTH

total Area (m²)

say

wall angle Area-1

5.70 5.70

1.50 0.50

34.20 11.40

18.00 3.00

Area-2

17.70

1.50

53.10

54.00 75.00

total

FINISHING WORKS(Second floor) PLASTERING WORKS MARK

LENGTH

HEIGHT

NO. OF SIMILAR

#REF!

#REF!

#REF!

FACE

walls Exterior/Interior Plastering

2.00 Total

Computation: Cement Sand

#REF! #REF!

say say

500.00 35.00

bags m³

TILE WORKS MARK

LENGTH

WIDTH

(length) no. of pcs.

say

Ground Floor concrete pavers 24"x24"Granite tiles gen. merch. asessment area souvinir area photocopy/printing 300x300mm tile Toilet 400x400mm tile Stairs Peeble washed out

27.50

2.40

10.00 5.00 7.00 12.00

4.00 5.20 4.20 8.00

16.67 8.33 11.67 20.00

17.00 9.00 12.00 20.00

1.60 5.90 1.60

1.50 1.60 1.50

5.33

6.00

5.33

6.00

11.00

2.00

27.50

2.40

4.00 16.00

3.00 6.00

mezz. Floor concrete pavers 24"x24"Granite tiles open room storage 1,2,3,4 Corridor

plain cement fin. Stairs Peeble washed out 2nd floor plain cement fin. corridor-1 corridor-2 24"x24"Granite tiles dig./audio visual photo studio wellness room office 300x300mm tile toilet Toilet

29.00

2.25

11.00

2.00

27.50 27.50

2.25 2.40

8.00 4.00 4.00 4.00

8.00 8.00 8.00 8.00

1.50 5.90

1.45 1.60

5.00

5.00

CEILING WORKS MARK

LENGTH

WIDTH

4th floor .19mx3mts long Hall way-1 Hall way-2 Hall way-3 Hall way-4 Hall way-5

37.40 20.70 32.00 13.00 10.00

2.00 2.00 2.00 2.00 4.00

1/4"thk. Hardiflex hall way

2.00

2.00

(length) no. of pcs.

say

6.00

total

MARK

LENGTH

double furring channel hallway total

MARK

280.00

LENGTH

WIDTH

2.00

comm'l. length(m)

total length (l.m) 2,800.00

total length (l.m)

comm'l. length(m) 5.00

say

wall angle hallway

1" conc. Nail

560.00 3.00 186.67 560.00 total area(m²) length/sq.m comm'l. length 24.00 1.50 5.00 5.00 15.00 total area(m²) no. of pcs./sq.m 24.00 20.00 total lenght(l.m²) kgs./l.m 560.00 0.03

Painting

ceiling area

total carrying channel double furring clip blind rivets

mark

Flat latex paint Semi-gloss Latex Easytite with hardener latex color sand paper roller brush paint brush stupa rug

Painting mark

QDE paint Easytite with hardener Paint thinner tinting color sand paper roller brush paint brush stupa rug

door area

24.00 1st coating 0.80 0.80 0.24 0.12 2.40

#REF! 1st coating #REF! #REF! 0.75 #REF! #REF!

2nd coating

0.60

2nd coating

#REF!

187.00 187.00 7.20

480.00 14.00

3rd coating 0.40

3rd coating

Painting

Metal

139.20 1st coating 4.64 1.39 0.46

mark

QDE paint Easytite with hardener Paint thinner tinting color sand paper roller brush paint brush stupa rug

Painting

Interior wall

#REF! 1st coating #REF! #REF! #REF! #REF!

mark

Flat latex paint Semi-gloss Latex latex color sand paper roller brush paint brush stupa rug

2nd coating

3rd coating

2.78

2nd coating

3rd coating

#REF!

#REF!

total no. of unit

total Area (m²)

TOILET PARTITIONS MARK Phenolic board female

male

urinal partitions

LENGTH 1.50 0.20 0.40 1.50 0.20 0.40 0.45

WIDTH 1.60 1.60 1.60 1.60 1.60 1.60 0.90

4.00 2.00 3.00 2.00 2.00 1.00 6.00

total

20.16 1.34 4.03 10.08 1.34 1.34 5.10 43.41

DOORS MARK Phenolic board female male total

LENGTH 0.60 0.60

WIDTH 1.60 1.60

total no. of unit 4.00 2.00

total Area (m²) 8.06 4.03 12.10

DECORATIVE STONE MARK

LENGTH

WIDTH

total Area (m²)

say

wall angle Area-1 Area-2 Area-3 Area-4 Area-5

9.00 1.75 9.50 9.50 9.00

1.00 5.00 2.00 1.00 0.60

36.00 17.50 38.00 19.00 10.80

total

36.00 18.00 18.00 19.00 11.00 102.00 25.50

ALUM. CLADDING MARK

LENGTH

WIDTH

total Area (m²)

say

wall angle Area-1 Area-2 Area-3 total

1.50 1.50 7.00

16.00 14.00 4.00

48.00 42.00 28.00

48.00 42.00 28.00 118.00

Quantity of cement and sand for plaster per square meter area Mixture class

8 mm

A B C D Sand

Cement in bags Thickness of Plas 12mm

0.144 0.096 0.072 0.06 0.008

0.216 0.144 0.108 0.09 0.012

AREA (m²)

1,855.51

(width) no. of pcs.

say

total no. of pcs.

11.67 11.67 11.67 8.33

12.00 12.00 12.00 9.00

204.00 192.00 96.00 108.00

16.67 16.67

17.00 17.00

391.00 391.00

7.33 7.33 7.33 7.33

8.00 8.00 8.00 8.00

376.00 272.00 128.00 136.00

11.67 16.67 11.67 11.67 83.33 11.67 10.00 7.00 10.00 10.00

12.00 17.00 12.00 12.00 84.00 12.00 10.00 7.00 10.00 10.00

204.00 119.00 192.00 192.00 420.00 108.00 40.00 119.00 110.00 100.00

total no. of pcs.

600.00 391.00 391.00 782.00

912.00

total area (m²)

70.00 65.10 29.75 33.75 33.75 33.75 30.80 22.00 10.12 11.00 70.00 40.00 65.10 65.10 150.00 36.05 12.00 42.00 37.20 36.00

58.23

8.33 7.50 7.50

9.00 8.00 8.00

36.00 96.00 56.00

11.67

12.00

168.00 168.00

10.00 31.50 16.65

1,792.00

56.00

13.50

11.67

12.00

56.00

168.00 168.00

182.00

#REF! 13.50 56.00 13.50

(width) no. of pcs.

say

69.50

total no. of pcs.

total area (m²)

42.50 2.40 44.90 (width) no. of pcs.

say

21.25 1.20 (width) no. of pcs.

22.00 2.00

say

total no. of pcs. 44.00 4.00 48.00 total no. of pcs.

#REF!

14.76 0.83 no. of pcs.

furring clip

12.50 5.00

21.25 3.00

no. of pcs.

265.63 15.00

pcs total area (m²)

no. of pcs.

say

total no. of pcs.

total area (m²)

42.50 42.50

3rd coating

gal

say

unit

15.00 1.00 16.00 pcs say

270.00 20.00 290.00 pcs say 15.00 15.00

(width) no. of pcs.

say

no. of pcs.

say 8.00 8.00

9.15

4.00 4.00

0.90 -

1.00 4.00 1.00 20.00 2.00 5.00 5.00

tin gal lits pcs pcs pcs kg

5,716.80

1

3rd coating

gal 39.50

say 4.00 4.00

3.70 9.87

4.00 10.00

unit tin tin

4.00 80.00 5.00 12.00 10.00

lits pcs pcs pcs kg

5,716.80

1 2 3 3rd coating

gal/tin

say

1.44

2.00 1.00 1.00 0.50 20.00 4.00 2.00

3rd coating 17.94

gal/tin 4.00

say 4.48

5.00 5.00 2.00 4.00 10.00 5.00

unit gal gal gal lits pcs pcs pcs kg

unit tin gal gal lits pcs pcs pcs kg

4 5

6 7 8 9 10 11 12 13

114.34

Acrylic semi-gloss latext paint fi

114.34

Acrylic semi-gloss latext paint fi Flat latex paint boysen white Flat wall enamel paint Q.D.E. Paint Boysen Masonry putty Easytite w/ Hardiner Perlite (patching compound) Stikwel Sand paper Paint Rower Paint Brush Paint Thinner Consumable like tinting colors

3rd coating

gal 128.48

3rd coating

4.00 4.00

13.67 32.12

4.00 4.00

0.47 1.11

gal 4.46

say

say

unit m²

say 14.00 35.00 9.00 2.00 200.00 8.00 15.00 10.00

say 1.00 2.00 10.00 10.00 1.00 2.00 3.00

unit tin tin lits sacks pcs pcs pcs kg

unit gal gal lits pcs pcs pcs kg

15.00 37.00

26.00

6.80 7.00

917.40 811.80 224.40 1,953.60

unit m² m²

AREA (m²)

#REF! #REF! #REF!

(width) no. of pcs.

say

total no. of pcs.

total no. of pcs.

total area (m²)

66.00 6.67 8.67 7.00 13.33

7.00 9.00 7.00 14.00

119.00 81.00 84.00 280.00

40.00 26.00 29.40 96.00

5.00

5.00

30.00

5.00

5.00

30.00

2.40 9.44 2.40 22.00

191.40 sq.m sq.m sq.m 11.84 sq.m

66.00 12.00 96.00 108.00

sq.m

65.25 22.00

65.25 sq.m

sq.m

61.88 66.00 127.88 sq.m 64.00 32.00 32.00 32.00 4.83

5.00

2.18 9.44

25.00

160.00 sq.m sq.m 11.62

sq.m

sq.m

Quantity of cement and sand for plaster per square meter area Mixture class

8 mm

A B C D Sand (width) no. of pcs.

say

total no. of pcs.

Cement in bags Thickness of Plas 12mm

0.144 0.096 0.072 0.06 0.008

total area (m²)

no. of pcs.

say

74.80 41.40 64.00 26.00 40.00 246.20

131.23 72.63 112.28 45.61 70.18

132.00 73.00 113.00 46.00 71.00 435.00

24.00

8.33

9.00

0.216 0.144 0.108 0.09 0.012

total no. of pcs. 560.00

say 560.00 560.00

unit

24.00

8.33

3,500.00

907.00

9.00 pcs

area (m²)

pcs pcs

560.00

unit

pcs pcs 4.00 75.00

pcs

240.00

pcs

0.50

kgs

3rd coating

gal 1.80

say 4.00 4.00

0.20 0.45

2.00 4.00 4.00 2.00 30.00 2.00 5.00 5.00

unit gal gal gal lits pcs pcs pcs kg

5,716.80

1 2 3 3rd coating #REF!

gal/tin 4.00

say #REF!

3.00 4.00 4.00 1.00 50.00 8.00 10.00

unit tin gal gal lits pcs pcs pcs kg

4 5

6 7 8 9 10 11 12 13

114.34

Acrylic semi-gloss latext paint fi Flat latex paint boysen white Flat wall enamel paint Q.D.E. Paint Boysen Masonry putty Easytite w/ Hardiner Perlite (patching compound) Stikwel Sand paper Paint Rower Paint Brush Paint Thinner Consumable like tinting colors

3rd coating 7.42

3rd coating

gal/tin 4.00

say 1.86

gal #REF!

say

say

unit

5.00 5.00

unit gal gal gal lits pcs pcs pcs kg

10.00 22.00 6.00 330.00 15.00 20.00 20.00

unit tin tin lits pcs pcs pcs kg

8.00 3.00 5.00

say 4.00 4.00

#REF! #REF!



26.00 unit m²

6.80 7.00

917.40 811.80 224.40 1,953.60

er per square meter area

Cement in bags Thickness of Plaster 16mm 20mm 25mm 0.288 0.192 0.144 0.12 0.016

59.00

0.36 0.24 0.18 0.15 0.02

3.67

0.45 0.3 0.225 0.188 0.025

4.00

472.00

Acrylic semi-gloss latext paint finish, boysen white

Acrylic semi-gloss latext paint finish, boysen white Flat latex paint boysen white Flat wall enamel paint Q.D.E. Paint Boysen Masonry putty Easytite w/ Hardiner Perlite (patching compound) Sand paper Paint Rower Paint Brush Paint Thinner Consumable like tinting colors

gals gals gals gals gals ltrs ltrs lits pcs pcs pcs gals lits

10.00 6.00 2.00 1.00 1.00 2.00 10.00 1.00 150.00 2.00 5.00 2.00 2.00

5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00

50.00 30.00 10.00 5.00 5.00 10.00 50.00 5.00 750.00 10.00 25.00 10.00 10.00

er per square meter area

Cement in bags Thickness of Plaster 16mm 20mm 25mm 0.288 0.192 0.144 0.12 0.016

0.36 0.24 0.18 0.15 0.02

0.45 0.3 0.225 0.188 0.025

Acrylic semi-gloss latext paint finish, boysen white Flat latex paint boysen white Flat wall enamel paint Q.D.E. Paint Boysen Masonry putty Easytite w/ Hardiner Perlite (patching compound) Sand paper Paint Rower Paint Brush Paint Thinner Consumable like tinting colors

gals gals gals gals gals ltrs ltrs lits pcs pcs pcs gals lits

10.00 6.00 2.00 1.00 1.00 2.00 10.00 1.00 150.00 2.00 5.00 2.00 2.00

5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00

50.00 30.00 10.00 5.00 5.00 10.00 50.00 5.00 750.00 10.00 25.00 10.00 10.00

CONCRETE WORKS MARK F-1 FTB

FOR ONE (1) STRUCTURE NO. OF SIMILAR WIDTH HEIGHT LENGTH (m.) STRUCTURE (m.) (m.) 1.50 1.50 0.30 6.00

TOTAL VOLUME (m³) 4.05

4.05

5.00 4.00

0.25 0.25

0.30 0.30

3.00 4.00

1.13 1.20

2.33

5.00 4.00

0.20 0.20

0.25 0.25

3.00 4.00

0.75 0.80

1.55

C-1 C-2 C-1

0.30 0.30 0.30

0.30 0.30 0.30

8.30 8.45 8.61

2.00 2.00 2.00

1.49 1.52 1.55

4.56

B-1 B-2 B-3 B-4

5.00 4.00 5.00 5.00 2.12

0.25 0.25 0.30 0.25 0.20

0.35 0.35 0.40 0.30 0.25

2.00 4.00 1.00 1.00 1.00

0.88 1.40 0.60 0.38 0.11

3.36

LB-1

2.00

0.20

0.30

1.00

0.12

0.12

CB-1

1.20

0.20

0.30

2.00

0.14

0.14

RB-1 RB-2 RB-3 RB-4

5.00 4.00 5.00 5.00 2.12

0.20 0.20 0.25 0.15 0.15

0.25 0.25 0.30 0.25 0.20

2.00 4.00 1.00 1.00 1.00

0.50 0.80 0.38 0.19 0.06

1.93

LB-2

2.00

0.15

0.25

1.00

0.08

0.08

CB-2

1.20

0.15

0.25

2.00

0.09

0.09

SLAB ON FILL

8.00 1.20

5.00 2.00

0.10 0.10

1.00 1.00

4.00 0.24

4.24

5.00 5.00 2.12 1.20 3.20 1.20

4.00 1.88 2.00 2.00 2.13 9.00

0.10 0.10 0.10 0.10 0.13 0.10

1.00 1.00 1.00 1.00 1.00 1.00

2.00 0.94 0.42 0.24 0.85 1.08

GB

SUSPENDED SLAB

STAIRS

Total

3.60 1.93

27.98

30.22 say

36.45 37.00

2.03 2.50

4.05 5.00

20.93 21.00

1.16 1.50

2.33 3.00

13.95 14.00

0.78 1.00

1.55 2.00

41.08 42.00

2.28 2.50

4.56 5.00

30.20 31.00 1.08 2.00 1.30 2.00

1.68 2.00 0.06 0.10 0.07 0.10

3.36 4.00 0.12 0.20 0.14 0.20

17.33 18.00 0.68 1.00 0.81 1.00

0.96 1.00 0.04 0.05 0.05 0.05

1.93 2.00 0.08 0.10 0.09 0.10

38.16 39.00

2.12 2.50

4.24 5.00

32.44

1.80

3.60

17.39 39.00 302.15 303.00

0.97 2.50 15.11 16.00

1.93 5.00 30.22 32.00

351.00

Proj. Engineer Construction Foreman Mason Carpenter H.E. Operator L.E. Operator Driver Steelman Labor Painter Roof Installer

Welder Glass Installer Plumber Electrician

Rate/day Rate/hour 600.00 75.00 450.00 56.25 375.00 46.88 375.00 46.88 400.00 50.00 325.00 40.63 300.00 37.50 300.00 37.50 250.00 31.25 350.00 43.75 350.00 43.75 375.00 46.88 300.00 37.50 325.00 40.63 325.00 40.63

Road Grader Payloader Road Roller Water Truck Transit Mixer One Bagger Mixer Concrete Cutter Concrete Vibrator Welding Machine Electric grinder Bar cutter

Rate/day Rate/hour 7,500.00 7,000.00 6,500.00 4,500.00 1,500.00 400.00 400.00 250.00 450.00 150.00 200.00

Description

Amount

Portland Cement

225.00

Screened Gravel

450.00

Washed Sand

400.00

Asphalt Sealant

110.00

Assorted Nails

75.00

16mmØ Def. bars

40.00

Form Lumber 2"x5"x12' Coco lumber Aggregate Sub-Basecoarse #16 G.I. tie wire 1/2"x4'x8' Form Plywood Asst. Form lumber 6" CHB Tile Adhessive

24.00 400.00 60.00 560.00 24.00 10.50 190.00

16"x16" Ceramic tile

85.00

16"x16" Outdoor tile

65.00

Tile Grout

25.00

Flat Latex paint

1,810.00

Semi-gloss Latex paint

2,370.00

Latex color Patching compound

120.00 15.00

Stickwel

195.00

Roller brush

100.00

Paint brush

45.00

Sandpaper

25.00

Stupa Rag

20.00

unit /bags /cu.m /cu.m /lit /kg /kg /bd.ft /cu.m /kg /pc /bd.ft /pc /bags /pc /pc /kg /tin /tin /lit /kg /lit /pc /pc /pc /kg

Tile Roof Roofing sheet (.5mm thk.)

420.00

/sq.m

Ridge roll

450.00

/pc

Gutter

450.00

/pc

1.75

/pc

Tekscrew 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

1.2mm x 2"x4" CEE purlins

397.00

/pc

1.0mm x 2"x3" CEE purlins

400.00

/pc

10mmØ Plain Round bar

138.00

/pc

1/4" x 10"x10" Base plate

250.00

/pc

1,200.00

/box

Welding rod 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

450.00

/pc

4"Ø Diamond cutter

3"Ø PVC pipe

460.00

/pc

53.00

/pc

3,250.00

/pc

3/16"x1" Flat bar

235.00

/pc

3/4"x3/4" Square bar

245.00

/pc

2,500.00

/lot

65.00

/pc

3"Ø PVC Elbow 1/4 bend 2"Ø Stainless Steel pipe

Welding rod/Accessories 4"Ø Grinding disk 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 4"x4" Pinlight Receptacle 4"Ø

60.00 250.00 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 14mm² THHN wire 1'Ø PVC pipe x 3.00 mts.

3,207.50 85.84 102.00

1"Ø Long sweep elbow

38.00

1/2"Ø PVC Long sweep elbow

25.00

1"Ø RSC pipe x 3.00 mts. 1"Ø Entrance cap 3-Pole secondary rack 1"Ø Long sweep elbow (RSC) Electrical tape Hardiflex ceiling board

420.00 65.00 285.00 85.00 45.00 420.00

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 W-Clip

85.00

1-1/2" Concrete nail

90.00

Mesh tape

8.00 150.00

Blind rivets

500.00

View more...

Comments

Copyright ©2017 KUPDF Inc.
SUPPORT KUPDF