Estimate

(1)

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 @ Php 600.00 /day Php

1 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

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 @ Php 225.00 /bag Php

32.0

cu.m Screened Gravel Php 400.00 /cu.m Php

16.0

cu.m Washed Sand Php 450.00 /cu.m Php

Php B. LABOR COST

1.0 Project Engineer @ Php 600.00 /day Php

1.0 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

(2)

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 75.2

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

1.0 Project Engineer @ Php 600.00 /day Php

1.0 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.

1 unit Bar cutter Php 200.00 /day Php

Php

Php 200.00 x 12.0 days Php

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

V. FORMS AND SCAFFOLDINGS Qty 1.00 lot

A. MATERIAL COST 25.0

pcs 1/2"x4'x8' Form Plywood @ Php 560.00 /pc Php

4,000.0

bd.ft 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

1 Construction Foreman @ Php 450.00 /day Php

4 Carpenter @ Php 375.00 /day Php

S U M M A R Y

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3 Laborer @ Php 250.00 /day Php Php Php 3,300.00 x 12.0 days Php 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

bags Portland Cement @ Php 225.00 /bag Php

29.0

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

2,450.0

pcs 5" CHB @ Php 10.50 /pc Php

518.0

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

6.0

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

Php

B. LABOR COST

1 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 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

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 S U M M A R Y S U M M A R Y

(4)

B. LABOR COST

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.

1 unit Electric Grinder Php 150.00 /day Php

Php

Php 150.00 x 5.0 days Php

S U M M A R Y

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

pcs Hardiflex ceiling board @ Php 420.00 /pc Php

48.0

pcs 0.40mm 19mm x 50mm x 5m @ Php 115.00 /pc Php

Double furring channel 8.0 pcs 0.80mm 12mm x 38mm x 5m @ Php 140.00 /pc Php Carrying Channel 15.0 pcs 0.40mm 25mm x 25mm x 3m @ Php 85.00 /pc Php Wall angle 290.0 pcs 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

800.0

bd.ft Asst. Form lumber (Scaffoldings) @ Php 24.00 /bd.ft Php

Php

Php 2,675.00 x 5.0 days Php

C.

Php

Php 150.00 x 5.0 days Php

S U M M A R Y

C.

(5)

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

sets D-1, Panel type door w/ 2"x 6" jamb with @ Php 5,300.00 /set Php Complete accessories (0.90x2.10mts.)

1.0

sets D-2, Flush type door w/ 2"x 5" jamb with @ Php 4,000.00 /set Php Complete accessories (0.80x2.10 mts.)

2.0

sets W-1, Steel casement window with 3/16" @ Php 3,780.00 /set Php thk. Clear glass (1.80x1.40mts)

2.0

sets W-2, Steel casement window with 3/16" @ Php 2,520.00 /set Php thk. Clear glass (1.20x1.40mts)

Php B. LABOR COST (Installation only)

1 Welder @ Php 375.00 /day Php

1 Glass Installer @ Php 300.00 /day Php

Php

Php 3,350.00 x 2.0 days Php

C.

Php

Php 150.00 x 2.0 days Php

S U M M A R Y

C.

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

tin Flat Latex paint @ Php 1,810.00 /tin Php

10.0

tin 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

(6)

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

3 Painter @ Php 350.00 /day Php 4 Laborer @ Php 250.00 /day Php Php Php 3,100.00 x 5.0 day Php 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

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

3

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

36.0

pcs 12mmØ x 10" Anchor bolts w/

Nut and washer @ Php 120.00 /pc Php

Php

B. LABOR COST

Php

Php 2,300.00 x 4.0 day Php

1 unit Welding Machine Php 450.00 /day Php

Php

Php 450.00 x 4.0 days Php

S U M M A R Y

C. EQUIPMENT EXPENSES (RENTAL) Php

Php plus: 7% OCM Php 8% CP Php 12% VAT Php Php S U M M A R Y

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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 300.0 pcs Tekscrew @ Php 1.75 /pc Php 4.0

tube Silicon Sealant @ Php 150.00 /tube Php

1.0

box Blind Rivets @ Php 500.00 /box 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 S U M M A R Y 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

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

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

(8)

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

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 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

22.0

pcs 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

10.0

rolls Electrical tape @ Php 45.00 /roll Php

1 Electrician @ Php 325.00 /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

S U M M A R Y

Php

plus: 7% OCM Php

8% CP Php

12% VAT Php

/set Php

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

5-20 AT, 2P Php 1,850.00

1.00

(9)

Php

Unit Cost = Php 41,871.27 / 1.00 sets Php Total Item Cost = Php 41,871.27 x 1.00 sets Php

(10)

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

0.344768925

400.00 100.00 500.00 4,000.00 S U M M A R Y

(11)

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

0.315121897

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 S U M M A R Y S U M M A R Y

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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

ground floor/second floor

stairs

2,850.00

12.50

13.00

80

1,200.00

_20.00

₂₆₀

_2.4

1,800.00

_14.70

_15.00

_82.4

36,380.00 3,900.00

12.50

13.00

195

500.00

5.00

46,630.00

_5.33

_6.00

₆₀

S U M M A R Y S U M M A R Y

(13)

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

6,720.00

12.50

13.00

5,520.00

_20.00

1,120.00

14.70

15.00

1,275.00 2,320.00

12.50

13.00

35.42

53.13

90.00

5.00

17.71

130.00 1,000.00

5.00

19,200.00 37,375.00

5.33

6.00

600.00 450.00 1,125.00 500.00 2,675.00 13,375.00

0.357859532

150.00 150.00 750.00 37,375.00 13,375.00 750.00 51,500.00

(14)

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

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

_12.34267

23,700.00 480.00 60.00 300.00 1,560.00 700.00

(15)

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 4,764.00

_16.57

690.00

9.94

2,250.00

6.62

3,600.00

3.31

4,320.00

1

30,574.00

37.44

6.24

600.00 450.00 750.00 500.00 2,300.00 9,200.00

_0.300909269

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 S U M M A R Y

(16)

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 13,000.00

_0.625

940.00

16.57 8.333333

3,675.00

13.25

3,000.00

9.94

130.00

_6.62

20,745.00

_46.38

_7.73

600.00 450.00 375.00 750.00 2,175.00 6,525.00

0.314533623

450.00 450.00 1,350.00 20,745.00 S U M M A R Y

(17)

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 9,000.00

_0.625

300.00

16.57 8.333333

1,250.00

13.25

300.00

13.25

240.00

_13.25

495.00 420.00

13.25

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 27,309.80

_96.07

_16.01167

600.00 450.00 325.00 750.00 2,125.00 8,500.00

0.311243583

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 1,850.00

(18)

41,871.27 41,871.27 41,871.27

1,355,857.17

(19)

(20)

(21)

(22)

(23)

(24)

(25)

27

9

(26)

27

9

3

1 0.333333

0.111111

0.037037

(27)

Project Title: PROPOSED TWO (2) STOREY LTO BUILDING

Project Location: BRGY. POBLACION, URDANETA CITY, PANGASINAN

Owner: LAND TRANSPORTATION OFFICE (Urdaneta Branch)

Item No.

UNIT

QTY

UNIT COST

AMOUNT

I

GENERAL REQUIREMENTS

lot

1.00 110,000.00

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

sq.m

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

lot

1.00 41,871.27

41,871.27

TOTAL PROJECT COST

1,355,857.17

BILL OF QUANTITIES

DESCRIPTION

(28)

EARTHWORKS EXCAVATION WORKS F-1 1.50 1.50 1.50 6.00 20.25 FTB 5.00 0.25 1.10 3.00 4.13 4.00 0.25 1.10 4.00 4.40 GB 5.00 0.20 0.25 3.00 0.75 4.00 0.20 0.25 4.00 0.80 TOTAL 30.33 BACKFILL/COMPACTION F-1 1.50 1.50 0.30 6.00 4.05 FTB 5.00 0.25 0.30 3.00 1.13 4.00 0.25 0.30 4.00 1.20 GB 5.00 0.20 0.25 3.00 0.75 4.00 0.20 0.25 4.00 0.80 COLUMN 0.30 0.30 1.10 6.00 0.59 TOTAL 8.52 Excavation = 30.33 Backfill/Compaction 21.81 cu.m GRAVEL BEDDING F-1 1.50 1.50 0.10 6.00 1.35 FTB 5.00 0.25 0.10 3.00 0.38 4.00 0.25 0.10 4.00 0.40 GB 5.00 0.20 0.10 3.00 0.30 4.00 0.20 0.10 4.00 0.32 Area-1 8.00 5.00 0.10 1.00 4.00 Area-2 2.00 1.20 0.10 1.00 0.24 TOTAL 6.99 MARK

FOR ONE (1) STRUCTURE NO. OF

SIMILAR STRUCTURE TOTAL VOLUME (m³) LENGTH (m.) WIDTH (m.) HEIGHT (m.) MARK

SIMILAR STRUCTURE TOTAL VOLUME (m³) LENGTH (m.) WIDTH (m.) HEIGHT (m.)

(29)

5.00 16.67 13.33 16.67 13.33 5.00 16.67 13.33 1.00

(30)

V - MASONRY WORKS

GROUND FLOOR

perimeter wall 26.00 3.50 1.00 91.00 less opening 7.29 7.29 Total area 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 less opening 8.97 8.97 Total area 101.43 No. of pcs 6” CHB 2,406.82 say 2,450.00 pcs

Cement 187.55 say 190.00 bags

Sand 15.63 say 17.00 m³

Vert. Reinforcement 394.35

Hor. Reinforcement 398.05

792.40/ 5.7m = 139.0174035

say 140 pcs 10mmØ 518.00

GI Tie Wire 4.44 say 6 kgs

Plastering

perimeter wall 83.71 101.43 1.00 185.14

370.28

370.28

Cement 159.22 say 160 bags

Sand 9.26 say 12 cu.m.

Summary Cement 350.00 Sand 29.00 No. of pcs 6” CHB 2,450.00 RSB Reinforcement 518.00 GI Tie Wire 6.00

(31)

(32)

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 F1 top-tranverse 16 1.50 8.00 6.00 48.00 bottom-longitudinal 12 1.50 8.00 48.00 Footing C1 vertical bar 16 9.00 8.00 2.00 16.00 8.30 outer ties 10 1.20 49.80 99.60 inner ties 10 1.00 49.80 99.60 C2 vertical bar 16 9.00 8.00 2.00 16.00 8.45 outer ties 10 1.20 50.70 101.40 inner ties 10 1.00 50.70 101.40 C3 vertical bar 16 9.00 8.00 2.00 16.00 8.61 outer ties 10 1.20 51.66 103.32 inner ties 10 1.00 51.66 103.32 FTB straight bars 16 6.00 6.00 3.00 18.00 5.00 stirrups 10 1.10 36.00 108.00 FTB straight bars 16 4.50 6.00 4.00 24.00 4.00 stirrups 10 1.20 27.00 108.00 GB straight bars 16 6.00 4.00 3.00 12.00 5.00 stirrups 10 0.90 36.00 108.00 GB straight bars 16 4.50 4.00 4.00 16.00 4.00 stirrups 10 0.90 27.00 108.00 B-1 straight bars 16 6.00 4.00 2.00 8.00

5.00 top cut bars 16 1.50 2.00 4.00

MARK LOCATION BAR

SIZE

FOR 1 STRUCTURE NO. OF

SIMILAR STRUCT URE TOTAL NO.OF PCS ONE BAR LENGTH NUMBER OF PCS

(33)

bott. Cut bars 16 3.00 1.00 2.00

stirrups 10 1.20 36.00 72.00

B-1 straight bars 16 4.50 4.00 4.00 16.00

4.00 top cut bars 16 1.20 2.00 8.00

bott. Cut bars 16 2.50 1.00 4.00

stirrups 10 1.20 27.00 108.00

B-2 straight bars 16 6.00 4.00 1.00 4.00

5.00 top cut bars 16 1.50 4.00 4.00

bott. Cut bars 16 3.00 2.00 2.00

stirrups 10 1.40 36.00 36.00

B-3 straight bars 16 6.00 4.00 1.00 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 36.00

B-4 straight bars 16 2.50 4.00 1.00 4.00

2.12 top cut bars 16 0.75 2.00 2.00

bott. Cut bars 16 1.50 1.00 1.00

stirrups 10 0.90 15.00 15.00 LB-1 straight bars 12 2.50 4.00 1.00 4.00 2.00 stirrups 10 1.00 15.00 15.00 CB-1 straight bars 12 1.50 4.00 1.00 4.00 1.20 stirrups 10 1.00 9.00 9.00 RB-1 straight bars 12 6.00 4.00 2.00 8.00

5.00 top cut bars 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 16.00

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 27.00 108.00

RB-2 straight bars 16 6.00 4.00 1.00 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 36.00 RB-3 straight bars 12 6.00 4.00 1.00 4.00 5.00 stirrups 10 0.70 36.00 36.00 straight bars 12 2.50 4.00 1.00 4.00 2.12 stirrups 10 0.70 15.00 15.00 LB-2 straight bars 12 2.50 4.00 1.00 4.00 2.00 stirrups 10 0.80 15.00 15.00 CB-2 straight bars 12 1.50 4.00 2.00 8.00 1.20 stirrups 10 0.80 9.00 18.00

(34)

SLAB ON FILL longitudinal 10 8.00 20.00 1.00 20.00

cross section 10 5.00 12.50 12.50

SUSPENDED SLAB top bars(longitudinal) 10 5.00 16.67 1.00 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

(35)

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

RB-1 (30.00m) straight bars 16 30.83 4.00 1.00 4.00

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

RB-2 (20.00m) straight bars 16 20.83 4.00 4.00 16.00

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

(36)

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

(37)

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 72.00 6.00 12.00 12.00 384.00 227.23 2.17 72.00 6.00 227.23 2.17

86

16MMØ 227.23 TIE WIRE 2.17 144.00 9.00 16.00 16.00 1,593.60 227.23 9.02 119.52 6.00 19.92 20.00 73.92 99.60 6.00 16.60 17.00 62.83 144.00 9.00 16.00 16.00 1,622.40 227.23 9.18 121.68 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 1,653.12 227.23 9.36 123.98 6.00 20.66 21.00 77.62 103.32 6.00 17.22 18.00 66.53 1,103.04 27.56 16MMØ 681.70 10MMØ 421.34 TIE WIRE 27.56 108.00 6.00 18.00 18.00 648.00 170.42 3.67 118.80 6.00 19.80 20.00 73.92 108.00 9.00 12.00 12.00 648.00 170.42 3.67 129.60 6.00 21.60 22.00 81.31 496.08 7.34 16MMØ 340.85 10MMØ 155.23 TIE WIRE 7.34 72.00 6.00 12.00 12.00 432.00 170.42 2.45 97.20 6.00 16.20 17.00 62.83 72.00 9.00 8.00 8.00 432.00 113.62 2.45 97.20 6.00 16.20 17.00 62.83 409.70 4.89 16MMØ 284.04 10MMØ 125.66 TIE WIRE 4.89 48.00 6.00 8.00 8.00 504.00 75.74 2.85 6.00 6.00 1.00 1.00 9.47 TOTAL NO. OF COMML LENGTH COMML LENGTH NO. OF VER/LONG BAR NO. OF HOR/TRANS BAR TOTAL BAR INTERSECTIO N

(38)

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 8.00 756.00 151.49 4.28 9.60 6.00 1.60 2.00 18.94 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 4.00 360.00 37.87 2.04 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 4.00 252.00 37.87 1.43 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 25.87 10.00 7.50 1.33 1.50 105.00 17.75 0.59 1.50 6.00 0.25 0.50 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 60.00 6.93 0.34 15.00 6.00 2.50 3.00 11.09 6.00 6.00 1.00 1.00 36.00 5.33 0.20 9.00 6.00 1.50 2.00 7.39 48.00 6.00 8.00 8.00 504.00 42.62 2.85 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 8.00 756.00 85.25 4.28 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 62.83 24.00 6.00 4.00 4.00 252.00 37.87 1.43 3.00 6.00 0.50 0.50 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 4.00 144.00 21.31 0.82 25.20 6.00 4.20 5.00 18.48 10.00 7.50 1.33 2.00 60.00 13.32 0.34 10.50 6.00 1.75 2.00 7.39 10.00 7.50 1.33 1.50 60.00 9.99 0.34 12.00 6.00 2.00 2.00 7.39 12.00 6.00 2.00 2.00 72.00 10.66 0.41 14.40 6.00 2.40 2.50 9.24 1,096.91 22.19 16MMØ 472.22 12MMØ 227.38 10MMØ 397.32

(39)

TIE WIRE 22.19 100.00 5.60 17.86 18.00 250.00 66.53 1.42 100.00 6.00 16.67 17.00 62.83 133.33 6.00 22.22 23.00 988.89 85.01 5.60 133.33 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 0.00 133.33 5.60 23.81 24.00 88.70 578.02 7.01 12MMØ 101.23

18.99

10MMØ 476.78

_128.86

TIE WIRE 7.01 16MMØ 151.52 12MMØ 53.30 10MMØ 55.50 TIE WIRE 4.00

(40)

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

₆₉

8.00 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

(41)

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

92

328.00 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

(42)

(43)

(44)

#REF!

(45)

FINISHING WORKS PLASTERING WORKS walls Exterior/Interior Plastering Total

Computation:

Cement 834.98 say 835.00 bags Sand 46.39 say 50.00 m³

TILE WORKS

Ground Floor

24"x24"Homogenous floor tiles

Library 10.00 7.00 16.67 17.00 Moot Court 9.30 7.00 15.50 16.00 SBO/SAS office 4.25 7.00 7.08 8.00 Deans office 6.75 5.00 11.25 12.00 12"x12"Homogenous floor tiles

Comport room (floor) 6.75 5.00 22.50 23.00 Comport room (floor) 6.75 5.00 22.50 23.00 Comport room (wall) 14.00 2.20 46.67 47.00 Comport room (wall) 10.00 2.20 33.33 34.00 Comport room (wall) 4.60 2.20 15.33 16.00 Comport room (wall) 5.00 2.20 16.67 17.00 24"x24"Homogenous floor tiles

Class room 10.00 7.00 16.67 17.00 4.00 10.00 6.67 7.00 9.30 7.00 15.50 16.00 9.30 7.00 15.50 16.00 hallways 3.00 50.00 5.00 5.00 lobbies 5.15 7.00 8.58 9.00 porch 2.00 6.00 3.33 4.00 platform 10.00 4.20 16.67 17.00 balcony 6.20 6.00 10.33 11.00 Entry along canopy area 6.00 6.00 10.00 10.00

MARK LENGTH WIDTH (length) no. of

pcs. say

MARK LENGTH HEIGHT NO. OF

(46)

fire scape areas 2.00 5.00 3.33 4.00 stair & landing 7.00 4.50 11.67 12.00 3.70 4.50 6.17 7.00

2nd Floor

24"x24"Ceramic floor tiles

area-1 8.00 7.00 13.33 14.00 cement fin. w/ h2o proofing

area-1 3.00 4.50

3rd Floor

24"x24"Ceramic floor tiles

area-1 8.00 7.00 13.33 14.00 cement fin. w/ h2o proofing

area-1 3.00 4.50

roof deck

cement fin. w/ h2o proofing 8.00 7.00 area-1 3.00 4.50

CEILING WORKS

2nd floor hardiflex ceiling board

open ceiling 8.50 5.00 1.20

2.00

total

2nd floor double furring channel

open ceiling 8.50 5.00 21.25 22.00 1.20

2.00 1.20 2.00

total

2nd floor wall angle

open ceiling 42.40 3.00 14.13 15.00

total

2nd floor carrying channel

open ceiling 8.50 5.00 7.08 8.00

total

PAINTING WORKS

ceiling area 89.80

mark 1st coating 2nd coating 3rd coating

pcs. say MARK LENGTH comm'l. length (length) no. of

pcs. say MARK LENGTH WIDTH (length) no. of

(47)

Flat latex paint

3.59

2.99

2.57

Masonry putty

4.49

latex color

0.45

sand paper

5.99

roller brush

paint brush

stupa rug

PAINTING WORKS

wall area 370.28

Flat latex paint

14.81

Semi-gloss Latex

14.81

12.34

Easytite with hardener

latex color

3.70

sand paper

74.06

roller brush

paint brush

stupa rug

Painting

door area 27.00

QDE paint

0.90

0.54 Easytite with hardener

0.36

Paint thinner

0.50

tinting color

0.11

sand paper

5.40

roller brush

paint brush

stupa rug

Painting

Metal 336.34

QDE paint

11.21

6.73 Easytite with hardener

3.36

Paint thinner

84.09

tinting color

sand paper

roller brush

paint brush

stupa rug

(48)

Flat latex paint

54.67

Semi-gloss Latex

54.67

41.00

32.80

latex color

8.20

Patching Compound

sand paper

164.02

roller brush

paint brush

stupa rug

Painting

Exposed Conc. 56.89

Flat latex paint

1.90

Semi-gloss Latex

1.90

1.42

1.14

latex color

0.28

sand paper

5.69

roller brush

paint brush

stupa rug

TOILET PARTITIONS Phenolic board female 1.50 1.60 4.00 20.16 0.20 1.60 2.00 1.34 0.40 1.60 3.00 4.03 male 1.50 1.60 2.00 10.08 0.20 1.60 2.00 1.34 0.40 1.60 1.00 1.34 urinal partitions 0.45 0.90 6.00 5.10 total 43.41 DOORS Phenolic board female 0.60 1.60 4.00 8.06 male 0.60 1.60 2.00 4.03 total 12.10 DECORATIVE STONE wall angle Area-1 9.00 1.00 36.00 36.00 Area-2 1.75 5.00 17.50 18.00 Area-3 9.50 2.00 38.00 18.00

MARK LENGTH WIDTH total Area (m²) say MARK LENGTH WIDTH total no. of unit total

Area (m²) MARK LENGTH WIDTH total no. of unit total

(49)

Area-4 9.50 1.00 19.00 19.00 Area-5 9.00 0.60 10.80 11.00 total 102.00 25.50 ALUM. CLADDING wall angle Area-1 5.70 1.50 34.20 18.00 5.70 0.50 11.40 3.00 Area-2 17.70 1.50 53.10 54.00 total 75.00

FINISHING WORKS(Second floor) PLASTERING WORKS

walls

Exterior/Interior Plastering #REF! #REF! #REF! 2.00 Total

Computation:

Cement #REF! say 500.00 bags

Sand #REF! say 35.00 m³

TILE WORKS Ground Floor concrete pavers 27.50 2.40 24"x24"Granite tiles gen. merch. 10.00 4.00 16.67 17.00 asessment area 5.00 5.20 8.33 9.00 souvinir area 7.00 4.20 11.67 12.00 photocopy/printing 12.00 8.00 20.00 20.00 300x300mm tile 1.60 1.50 5.33 6.00 Toilet 5.90 1.60 400x400mm tile 1.60 1.50 5.33 6.00 Stairs

Peeble washed out 11.00 2.00

mezz. Floor

concrete pavers

27.50 2.40 24"x24"Granite tiles

open room storage 4.00 3.00 1,2,3,4 16.00 6.00 Corridor

pcs. say

MARK LENGTH HEIGHT NO. OF

SIMILAR FACE MARK LENGTH WIDTH total Area (m²) say

(50)

plain cement fin. 29.00 2.25 Stairs

Peeble washed out 11.00 2.00

2nd floor

plain cement fin.

corridor-1 27.50 2.25 corridor-2 27.50 2.40 24"x24"Granite tiles dig./audio visual 8.00 8.00 photo studio 4.00 8.00 wellness room 4.00 8.00 office 4.00 8.00 300x300mm tile toilet 1.50 1.45 5.00 5.00 Toilet 5.90 1.60 CEILING WORKS 4th floor .19mx3mts long Hall way-1 37.40 2.00 Hall way-2 20.70 2.00 Hall way-3 32.00 2.00 Hall way-4 13.00 2.00 Hall way-5 10.00 4.00 1/4"thk. Hardiflex hall way 2.00 2.00 6.00

(51)

total

double furring channel

hallway 280.00 2.00 2,800.00 5.00

total

wall angle

hallway 560.00 3.00 186.67 187.00

total 560.00 187.00

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

carrying channel 24.00 1.50 5.00 7.20 double furring clip 5.00 15.00

total area(m²) no. of pcs./sq.m

blind rivets 24.00 20.00 480.00

total lenght(l.m²) kgs./l.m

1" conc. Nail 560.00 0.03 14.00

Painting

ceiling area 24.00

Flat latex paint

0.80

Semi-gloss Latex

0.80

0.60

0.40

Easytite with hardener

0.24

latex color

0.12

sand paper

2.40

roller brush

paint brush

stupa rug

Painting

door area #REF!

QDE paint

#REF!

Easytite with hardener

#REF!

Paint thinner

0.75

tinting color

#REF!

sand paper

#REF!

roller brush

paint brush

stupa rug

MARK LENGTH comm'l.

length(m)

total length

(l.m) say MARK LENGTH WIDTH total length

(l.m)

comm'l. length(m)

(52)

Painting

Metal 139.20

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 #REF!

Flat latex paint

#REF!

Semi-gloss Latex

#REF!

latex color

#REF!

sand paper

#REF!

roller brush

paint brush

stupa rug

TOILET PARTITIONS Phenolic board female 1.50 1.60 4.00 20.16 0.20 1.60 2.00 1.34 0.40 1.60 3.00 4.03 male 1.50 1.60 2.00 10.08 0.20 1.60 2.00 1.34 0.40 1.60 1.00 1.34 urinal partitions 0.45 0.90 6.00 5.10 total 43.41 DOORS Phenolic board female 0.60 1.60 4.00 8.06 male 0.60 1.60 2.00 4.03 total 12.10 DECORATIVE STONE

MARK LENGTH WIDTH total Area (m²) say MARK LENGTH WIDTH total no. of unit total

Area (m²) MARK LENGTH WIDTH total no. of unit total

(53)

wall angle Area-1 9.00 1.00 36.00 36.00 Area-2 1.75 5.00 17.50 18.00 Area-3 9.50 2.00 38.00 18.00 Area-4 9.50 1.00 19.00 19.00 Area-5 9.00 0.60 10.80 11.00 total 102.00 25.50 ALUM. CLADDING wall angle Area-1 1.50 16.00 48.00 48.00 Area-2 1.50 14.00 42.00 42.00 Area-3 7.00 4.00 28.00 28.00 total 118.00

(54)

Quantity of cement and sand for plaster per square meter area

Mixture

class

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 1,855.51 11.67 12.00 204.00 70.00 11.67 12.00 192.00 65.10 11.67 12.00 96.00 29.75 8.33 9.00 108.00 600.00 33.75 16.67 17.00 391.00 391.00 33.75 16.67 17.00 391.00 391.00 33.75 782.00 7.33 8.00 376.00 30.80 58.23 7.33 8.00 272.00 22.00 7.33 8.00 128.00 10.12 7.33 8.00 136.00 912.00 11.00 11.67 12.00 204.00 70.00 16.67 17.00 119.00 40.00 11.67 12.00 192.00 65.10 11.67 12.00 192.00 65.10 83.33 84.00 420.00 150.00 11.67 12.00 108.00 36.05 10.00 10.00 40.00 12.00 7.00 7.00 119.00 42.00 10.00 10.00 110.00 37.20 10.00 10.00 100.00 36.00

say total no. of pcs. total no. of pcs. total area (m²) (width) no. of pcs.

Cement in bags Thickness of Plaster

(55)

8.33 9.00 36.00 10.00 7.50 8.00 96.00 31.50 7.50 8.00 56.00 1,792.00 16.65 11.67 12.00 168.00 56.00 168.00 13.50 11.67 12.00 168.00 56.00 182.00 168.00 #REF! 13.50 #REF! 56.00 13.50 69.50

42.50

14.76

15.00

2.40

0.83

1.00

44.90

16.00 pcs 21.25 22.00 44.00 21.25

12.50

265.63

270.00 1.20 2.00 4.00 3.00

5.00

15.00

20.00 48.00 pcs 290.00 pcs 15.00

15.00

42.50

8.00

42.50

8.00

3rd coating gal say unit

say total no. of pcs. total area (m²) no. of pcs. say (width) no. of pcs.

say total no. of pcs. no. of pcs. say furring clip (width) no. of pcs.

say total no. of pcs. total area (m²) no. of pcs. say (width) no. of pcs.

(56)

9.15 4.00 0.90 1.00 tin 4.00 - 4.00 gal 1.00 lits 20.00 pcs 5,716.80 114.34 2.00 pcs 5.00 pcs 5.00 kg

1

Acrylic semi-gloss latext paint finish, boysen white

4.00 3.70 4.00 tin 39.50 4.00 9.87 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 white

2

Flat latex paint boysen white

3

Flat wall enamel paint

3rd coating gal/tin say unit

4 Q.D.E. Paint Boysen

1.44

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

17.94 4.00 4.48 5.00 tin gal 5.00 gal 2.00 lits pcs 4.00 pcs 10.00 pcs 5.00 kg

(57)

3rd coating gal say unit 4.00 13.67 14.00 tin 15.00 128.48 4.00 32.12 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 0.47 1.00 gal 4.46 4.00 1.11 2.00 gal 10.00 lits 10.00 pcs 1.00 pcs 2.00 pcs 3.00 kg m² unit say say

(58)

917.40 811.80 224.40 26.00 6.80 1,953.60 7.00 m² m² #REF! #REF! #REF! 66.00 6.67 7.00 119.00 40.00 8.67 9.00 81.00 26.00 7.00 7.00 84.00 29.40 13.33 14.00 280.00 96.00 191.40 sq.m 5.00 5.00 30.00 2.40 sq.m 9.44 sq.m 5.00 5.00 30.00 2.40 sq.m 11.84 22.00 sq.m 66.00 12.00 96.00 108.00

say total no. of pcs. total no. of pcs. total area (m²) (width) no. of pcs. AREA (m²) unit

(59)

65.25 65.25 sq.m 22.00 sq.m 61.88 66.00 127.88 sq.m 64.00 32.00 32.00 32.00 160.00 sq.m 4.83 5.00 25.00 2.18 sq.m 9.44 sq.m 11.62 sq.m

Quantity of cement and sand for plaster per square meter area

Mixture

class

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

74.80

131.23

132.00

41.40

72.63

73.00

64.00

112.28

113.00

26.00

45.61

46.00

40.00

70.18

71.00

246.20

435.00

24.00

8.33

9.00 say (width) no. of pcs. say total no. of pcs. total area (m²) no. of pcs.

(60)

24.00

8.33

9.00 pcs 560.00 560.00 pcs 560.00 3,500.00 907.00 560.00 pcs pcs pcs 4.00 pcs 75.00 240.00 pcs 0.50 kgs

4.00 0.20 2.00 gal 1.80 4.00 0.45 4.00 gal 4.00 gal 2.00 lits 30.00 pcs 5,716.80 114.34 2.00 pcs 5.00 pcs 5.00 kg

1

Acrylic semi-gloss latext paint finish, boysen white

2

Flat latex paint boysen white

3

Flat wall enamel paint

4 Q.D.E. Paint Boysen

#REF! 4.00 #REF! 3.00 tin 5

Masonry putty

4.00

gal

6 Easytite w/ Hardiner

4.00

gal

7 Perlite (patching compound)

1.00 lits

8 Stikwel

50.00 pcs

9 Sand paper

pcs

10 Paint Rower

8.00 pcs

11 Paint Brush

10.00 kg

12 Paint Thinner

13 Consumable like tinting colors

unit

total no. of

(61)

3rd coating gal/tin say unit 7.42 4.00 1.86 8.00 gal 3.00 gal 5.00 gal lits pcs pcs 5.00 pcs 5.00 kg

4.00

#REF! 10.00 tin #REF! 4.00 #REF! 22.00 tin

6.00 lits 330.00 pcs 15.00 pcs 20.00 pcs 20.00 kg unit say say

(62)

m² 917.40 811.80 224.40 26.00 6.80 1,953.60 7.00 m² unit

(63)

Quantity of cement and sand for plaster per square meter area

16mm

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

(64)

(65)

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

(66)

(67)

(68)

Quantity of cement and sand for plaster per square meter area

16mm

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

(69)

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

(70)

CONCRETE WORKS F-1 1.50 1.50 0.30 6.00 4.05 4.05 FTB 5.00 0.25 0.30 3.00 1.13 4.00 0.25 0.30 4.00 1.20 2.33 GB 5.00 0.20 0.25 3.00 0.75 4.00 0.20 0.25 4.00 0.80 1.55 C-1 0.30 0.30 8.30 2.00 1.49 C-2 0.30 0.30 8.45 2.00 1.52 C-1 0.30 0.30 8.61 2.00 1.55 4.56 B-1 5.00 0.25 0.35 2.00 0.88 4.00 0.25 0.35 4.00 1.40 B-2 5.00 0.30 0.40 1.00 0.60 B-3 5.00 0.25 0.30 1.00 0.38 B-4 2.12 0.20 0.25 1.00 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 5.00 0.20 0.25 2.00 0.50 4.00 0.20 0.25 4.00 0.80 RB-2 5.00 0.25 0.30 1.00 0.38 RB-3 5.00 0.15 0.25 1.00 0.19 RB-4 2.12 0.15 0.20 1.00 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 5.00 0.10 1.00 4.00 1.20 2.00 0.10 1.00 0.24 4.24 SUSPENDED SLAB 5.00 4.00 0.10 1.00 2.00 5.00 1.88 0.10 1.00 0.94 2.12 2.00 0.10 1.00 0.42 1.20 2.00 0.10 1.00 0.24 3.60 STAIRS 3.20 2.13 0.13 1.00 0.85 1.20 9.00 0.10 1.00 1.08 1.93 Total 27.98 30.22 say MARK

SIMILAR STRUCTURE TOTAL VOLUME (m³) LENGTH (m.) WIDTH (m.) HEIGHT (m.)

(71)

36.45 2.03 4.05 37.00 2.50 5.00 20.93 1.16 2.33 21.00 1.50 3.00 13.95 0.78 1.55 14.00 1.00 2.00 41.08 2.28 4.56 42.00 2.50 5.00 30.20 1.68 3.36 31.00 2.00 4.00 1.08 0.06 0.12 2.00 0.10 0.20 1.30 0.07 0.14 2.00 0.10 0.20 17.33 0.96 1.93 18.00 1.00 2.00 0.68 0.04 0.08 1.00 0.05 0.10 0.81 0.05 0.09 1.00 0.05 0.10 38.16 2.12 4.24 39.00 2.50 5.00 32.44 1.80 3.60 17.39 0.97 1.93 39.00 2.50 5.00 302.15 15.11 30.22 303.00 16.00 32.00 351.00

Estimate

C.

C.

C.

C.

C.

C.

C.

C.

3

302.15

0.344768925

0.315121897

0.337883959

0.354343626

ground floor/second floor

stairs

12.50

13.00

80

20.00

20.00

260

2.4

14.70

15.00

82.4

12.50

13.00

195

5.00

5.00

5.33

6.00

60

0.340446065

ground floor/second floor

12.50

13.00

20.00

20.00

14.70

15.00

12.50

13.00

35.42

53.13

5.00

5.00

17.71

5.00

5.00

5.33

6.00

0.357859532

5,300.00

4,000.00

2.52

1500

3,780.00

1.68

1500

2,520.00

0.246323529

12.34267

0.3932513

16.57

9.94

6.62

3.31

1

37.44

6.24

0.300909269

0.247811663

0.625

16.57

8.333333

13.25

9.94

_20.00

_20.00

₂₆₀

_2.4

_14.70

_15.00

_82.4

_5.33

_6.00

₆₀

_20.00

_20.00

_5,300.00

_12.34267

_0.3932513

_16.57

_0.300909269

_0.625

_6.62

_46.38

_7.73

_0.625

_13.25

_96.07

_16.01167