Hand Wash Counter

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 20,000.00

2.0 Temporary Facilities

a.) Bunkhouse/Office/Warehouse Php 50,000.00

b.) Temporary Lightings Php 30,000.00

c.) Temporary Water Php 10,000.00

Php 110,000.00

II. EARTHWORKS

1.0 Excavation Works/Backfill and Compaction

Qty 34.10 cu.m

A. LABOR COST

1 Project Engineer @ Php 600.00 /day Php 600.00

1 Construction Foreman Php 450.00 /day Php 450.00

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

6 Laborer Php 250.00 /day Php 1,500.00

Php 2,950.00

Php 2,950.00 x 1.5 day Php 4,425.00

B. EQUIPMENT EXPENSES (RENTAL)

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

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

Php 8,750.00

Php 8,750.00 x 1.5 days Php 13,125.00

S U M M A R Y

A. LABOR COST Php 4,425.00

B. EQUIPMENT EXPENSES (RENTAL) Php 13,125.00

Php 17,550.00

plus: 7% OCM Php 1,228.50

8% CP Php 1,404.00

12% VAT Php 2,106.00

Php 20,182.50

Unit Cost = Php 20,182.50 / 34.10 cu.m Php 591.92

Total Item Cost = Php 591.92 x 34.10 cu.m Php 20,182.50

III. CONCRETE WORKS

Qty 25.12 cu.m

A. MATERIAL COST

303.0 bags Portland Cement @ Php 225.00 /bag Php 68,175.00

32.0 cu.m Screened Gravel Php 400.00 /cu.m Php 12,800.00

16.0 cu.m Washed Sand Php 450.00 /cu.m Php 7,200.00

Php 88,175.00

B. LABOR COST

1.0 Project Engineer @ Php 600.00 /day Php 600.00

1.0 Construction Foreman Php 450.00 /day Php 450.00

2.0 Mason Php 375.00 /day Php 750.00

8.0 Laborer Php 250.00 /day Php 2,000.00

Php 3,800.00

Php 3,800.00 x 8.0 days Php 30,400.00

C. EQUIPMENT EXPENSES (RENTAL)

1 unit One Bagger Concrete Mixer Php 400.00 /day Php 400.00

Fuel, oil, lub.,etc Php 100.00 /day Php 100.00

Php 500.00

Php 500.00 x 8.0 days Php 4,000.00

S U M M A R Y

A. MATERIAL COST Php 88,175.00

B. LABOR COST Php 30,400.00

C. EQUIPMENT EXPENSES (RENTAL) Php 4,000.00

Php 122,575.00


8% CP Php 9,806.00

12% VAT Php 14,709.00

Php 140,961.25

Unit Cost = Php 140,961.25 / 25.12 cu.m Php 5,611.43

Total Item Cost = Php 5,611.43 x 25.12 cu.m Php 140,961.25

IV. REINFORCE STEEL BARS

Qty 3,687.06 kgs

A. MATERIAL COST

1,799.0 kgs 16mmØ Def. bars Php 40.00 /kg Php 71,958.98

381.9 kgs 12mmØ Def. bars Php 40.00 /kg Php 15,276.32

1,506.2 kgs 10mmØ Def. bars Php 40.00 /kg Php 60,247.20

52.2 kgs # 16 G.I. tie wire Php 60.00 /kg Php 3,131.26

Php 150,613.76

B. LABOR COST

1.0 Project Engineer @ Php 600.00 /day Php 600.00

1.0 Construction Foreman Php 450.00 /day Php 450.00

4.0 Steelman Php 300.00 /day Php 1,200.00

9.0 Laborer Php 250.00 /day Php 2,250.00

Php 4,500.00

Php 4,500.00 x 12.0 days Php 54,000.00


1 unit Bar cutter Php 200.00 /day Php 200.00

Php 200.00

Php 200.00 x 12.0 days Php 2,400.00

S U M M A R Y




Php 207,013.76

plus: 7% OCM Php 14,490.96

8% CP Php 16,561.10

12% VAT Php 24,841.65

Php 238,065.82

Unit Cost = Php 238,065.82 / 3,687.06 kgs Php 64.57

Total Item Cost = Php 64.57 x 3,687.06 kgs Php 238,065.82

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 14,000.00

4,000.0 bd.ft Asst. Form lumber @ Php 24.00 /bd.ft Php 96,000.00

80.0 kgs Asst. CWNail @ Php 75.00 /kg Php 6,000.00

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

Php 117,200.00

B. LABOR COST


1 Construction Foreman @ Php 450.00 /day Php 450.00

4 Carpenter @ Php 375.00 /day Php 1,500.00

3 Laborer @ Php 250.00 /day Php 750.00

Php 3,300.00

Php 3,300.00 x 12.0 days Php 39,600.00

S U M M A R Y



Php 156,800.00

plus: 7% OCM Php 10,976.00

8% CP Php 12,544.00

12% VAT Php 18,816.00

Php 180,320.00

Unit Cost = Php 180,320.00 / 1.00 lot Php 180,320.00

Total Item Cost = Php 180,320.00 x 1.00 lot Php 180,320.00

VI. MASONRY WORKS (CHB laying w/ Plastering)

Qty 185.14 sq.m

A. MATERIAL COST

350.0 bags Portland Cement @ Php 225.00 /bag Php 78,750.00

29.0 cu.m Washed sand @ Php 400.00 /cu.m Php 11,600.00

2,450.0 pcs 5" CHB @ Php 10.50 /pc Php 25,725.00

518.0 kgs 10mmØ Def. bars @ Php 40.00 /kg Php 20,720.00

6.0 bd.ft # 16 G.I. tie wire @ Php 60.00 /kg Php 360.00

Php 137,155.00

B. LABOR COST


1 Construction Foreman Php 450.00 /day Php 450.00

4 Mason Php 375.00 /day Php 1,500.00

6 Laborer Php 250.00 /day Php 1,500.00

Php 4,050.00

Php 4,050.00 x 12.0 day Php 48,600.00

S U M M A R Y



Php 185,755.00

plus: 7% OCM Php 13,002.85

8% CP Php 14,860.40

12% VAT Php 22,290.60

Php 213,618.25

Unit Cost = Php 213,618.25 / 185.14 sq.m Php 1,153.82

Total Item Cost = Php 1,153.82 x 185.14 sq.m Php 213,618.25

VII. TILE WORKS

Qty 82.40 sq.m

A. MATERIAL COST

15.0 bags Tile Adhessive @ Php 190.00 /bag Php 2,850.00

3.0 cu.m Washed sand @ Php 400.00 /cu.m Php 1,200.00

4.0 pc 4"Ø Diamond cutter @ Php 450.00 /pc Php 1,800.00

428.0 pcs 16"x16" Granite tile @ Php 85.00 /pc Php 36,380.00

60.0 pcs 16"x16" Outdoor tile @ Php 65.00 /pc Php 3,900.00

20.0 kgs Tile Grout @ Php 25.00 /kg Php 500.00

Php 46,630.00

B. LABOR COST



3 Mason @ Php 375.00 /day Php 1,125.00

4 Laborer @ Php 250.00 /day Php 1,000.00

Php 3,175.00

Php 3,175.00 x 5.0 day Php 15,875.00


1 unit Electric Grinder Php 150.00 /day Php 150.00

Php 150.00

Php 150.00 x 5.0 days Php 750.00

S U M M A R Y



C. EQUIPMENT EXPENSES (RENTAL) Php 750.00

Php 63,255.00


8% CP Php 5,060.40

12% VAT Php 7,590.60

Php 72,743.25

Unit Cost = Php 72,743.25 / 82.40 sq.m Php 882.81

Total Item Cost = Php 882.81 x 82.40 sq.m Php 72,743.25

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

Qty 82.40 sq.m

A. MATERIAL COST

16.0 pcs Hardiflex ceiling board @ Php 420.00 /pc Php 6,720.00

48.0 pcs 0.40mm 19mm x 50mm x 5m @ Php 115.00 /pc Php 5,520.00

Double furring channel


Carrying Channel


Wall angle

290.0 pcs W-Clip @ Php 8.00 /pc Php 2,320.00

1.0 kgs 1-1/2" Concrete nail @ Php 90.00 /kg Php 90.00

2.0 pcs 4"Ø Diamond grinding disc @ Php 65.00 /pc Php 130.00

2.0 box Blind rivets @ Php 500.00 /box Php 1,000.00

800.0 bd.ft Asst. Form lumber (Scaffoldings) @ Php 24.00 /bd.ft Php 19,200.00

Php 37,375.00

B. LABOR COST



3 Carpenter @ Php 375.00 /day Php 1,125.00


Php 2,675.00

Php 2,675.00 x 5.0 days Php 13,375.00



Php 150.00

Php 150.00 x 5.0 days Php 750.00

S U M M A R Y




Php 51,500.00


8% CP Php 4,120.00

12% VAT Php 6,180.00

Php 59,225.00



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 10,600.00

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 4,000.00

Complete accessories (0.80x2.10 mts.)

2.0 sets W-1, Steel casement window with 3/16" @ Php 3,780.00 /set Php 7,560.00

thk. Clear glass (1.80x1.40mts)

2.0 sets W-2, Steel casement window with 3/16" @ Php 2,520.00 /set Php 5,040.00

thk. Clear glass (1.20x1.40mts)

Php 27,200.00

B. LABOR COST (Installation only)



1 Carpenter @ Php 375.00 /day Php 375.00

1 Welder @ Php 375.00 /day Php 375.00

1 Glass Installer @ Php 300.00 /day Php 300.00


Php 3,350.00

Php 3,350.00 x 2.0 days Php 6,700.00



Php 150.00

Php 150.00 x 2.0 days Php 300.00

S U M M A R Y




Php 34,200.00


8% CP Php 2,736.00

12% VAT Php 4,104.00

Php 39,330.00



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

Qty 460.08 sq.m

A. MATERIAL COST

5.0 tin Flat Latex paint @ Php 1,810.00 /tin Php 9,050.00

10.0 tin Semi-gloss Latex paint @ Php 2,370.00 /tin Php 23,700.00

4.0 lits Latex color @ Php 120.00 /lit Php 480.00

4.0 gal. Masonry putty @ Php 15.00 /gal Php 60.00

20.0 kgs Patching compound @ Php 15.00 /lit Php 300.00

8.0 lits Stickwel @ Php 195.00 /lit Php 1,560.00

7.0 pcs Roller brush @ Php 100.00 /pc Php 700.00

17.0 pcs Paint brush @ Php 45.00 /pc Php 765.00

100.0 pcs Sandpaper @ Php 25.00 /pc Php 2,500.00

15.0 pcs Stupa Rag @ Php 20.00 /kg Php 300.00

Php 39,415.00

B. LABOR COST



3 Painter @ Php 350.00 /day Php 1,050.00


Php 3,100.00

Php 3,100.00 x 5.0 day Php 15,500.00

S U M M A R Y



Php 54,915.00


8% CP Php 4,393.20

12% VAT Php 6,589.80

Php 63,152.25



XI. TRUSS WORKS

Qty 1.00 lot

A. MATERIAL COST

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

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

3 5.0 pcs 10mmØ Plain Round bar @ Php 138.00 /pc Php 690.00

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

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

36.0 pcs 12mmØ x 10" Anchor bolts w/

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

Php 30,574.00

B. LABOR COST





Php 2,300.00

Php 2,300.00 x 4.0 day Php 9,200.00

1 unit Welding Machine Php 450.00 /day Php 450.00

Php 450.00

Php 450.00 x 4.0 days Php 1,800.00

S U M M A R Y




Php 41,574.00


8% CP Php 3,325.92

12% VAT Php 4,988.88

Php 47,810.10



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 20,370.00

48.5 l.m One sided Alum. Insulation (9mm thk) @ Php 450.00 /l.m Php 21,825.00

5.0 pcs Wall flashing @ Php 450.00 /pc Php 2,250.00

5.0 pcs 3"Ø PVC pipe @ Php 460.00 /pc Php 2,300.00

6.0 pcs 3"Ø PVC Elbow 1/4 bend @ Php 53.00 /pc Php 318.00

3.0 pcs Gutter @ Php 450.00 /pc Php 1,350.00

300.0 pcs Tekscrew @ Php 1.75 /pc Php 525.00

4.0 tube Silicon Sealant @ Php 150.00 /tube Php 600.00

1.0 box Blind Rivets @ Php 500.00 /box Php 500.00

Php 50,038.00

B. LABOR COST



3 Roof Installer @ Php 350.00 /day Php 1,050.00


Php 3,100.00

Php 3,100.00 x 4.0 day Php 12,400.00

S U M M A R Y



Php 62,438.00


8% CP Php 4,995.04

12% VAT Php 7,492.56

Php 71,803.70

Unit Cost = Php 71,803.70 / 48.50 l.m Php 1,480.49

Total Item Cost = Php 1,480.49 x 48.50 l.m Php 71,803.70

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 13,000.00

4.0 pcs 3/16"x1" Flat bar @ Php 235.00 /pc Php 940.00

15.0 pcs 3/4"x3/4" Square bar @ Php 245.00 /pc Php 3,675.00

1.0 lot Welding rod/Accessories @ Php 3,000.00 /lot Php 3,000.00

2.0 pc 4"Ø Grinding disk @ Php 65.00 /pc Php 130.00

Php 20,745.00

B. LABOR COST





Php 2,175.00

Php 2,175.00 x 3.0 day Php 6,525.00


1 unit Welding Machine Php 450.00 /day Php 450.00

Php 450.00

Php 450.00 x 3.0 days Php 1,350.00

S U M M A R Y




Php 28,620.00


8% CP Php 2,289.60

12% VAT Php 3,434.40

Php 32,913.00



XIV. ELECTRICAL WORKS

Qty 1.00 lot

A. MATERIAL COST

6.0 sets 2x40W FL lamp w/ housing @ Php 1,500.00 /set Php 9,000.00

5.0 sets 25W CFL @ Php 60.00 /set Php 300.00

5.0 sets 4"x4" Pinlight @ Php 250.00 /set Php 1,250.00

6.0 pcs Receptacle 4"Ø @ Php 50.00 /pc Php 300.00

2.0 sets Single pole switch @ Php 120.00 /set Php 240.00

3.0 sets Two pole switch @ Php 165.00 /set Php 495.00

2.0 sets 3-Way switch @ Php 210.00 /set Php 420.00

1.00 sets @ Php 1,850.00 /set Php 1,850.00

11.0 pcs 4"x4" Junction box @ Php 35.00 /pc Php 385.00

15.0 pcs 2"x4" Utility box @ Php 35.00 /pc Php 525.00

34.0 pcs 1/2"Ø PVC pipe x 3.00 mts. @ Php 61.00 /pc Php 2,074.00

2.0 rolls 3.5mm² THHN wire @ Php 3,207.50 /roll Php 6,415.00

20.0 mts 14mm² THHN wire @ Php 85.84 /mt Php 1,716.80

4.0 pcs 1'Ø PVC pipe x 3.00 mts. @ Php 102.00 /pc Php 408.00

2.0 pcs 1"Ø Long sweep elbow @ Php 38.00 /pc Php 76.00

22.0 pcs 1/2"Ø PVC Long sweep elbow @ Php 25.00 /pc Php 550.00

1.0 pc 1"Ø RSC pipe x 3.00 mts. @ Php 420.00 /pc Php 420.00

1.0 sets 1"Ø Entrance cap @ Php 65.00 /set Php 65.00

1.0 set 3-Pole secondary rack @ Php 285.00 /set Php 285.00

1.0 pc 1"Ø Long sweep elbow (RSC) @ Php 85.00 /pc Php 85.00

10.0 rolls Electrical tape @ Php 45.00 /roll Php 450.00

Php 27,309.80

B. LABOR COST



1 Electrician @ Php 325.00 /day Php 325.00


Php 2,125.00

Php 2,125.00 x 4.0 day Php 8,500.00


1 unit Electric drill Php 150.00 /day Php 150.00

Php 150.00

Main ACB/ 6-branches, w/ 1-20 AT, 2P, 5-20 AT, 2P

Php 150.00 x 4.0 days Php 600.00

S U M M A R Y




Php 36,409.80


8% CP Php 2,912.78

12% VAT Php 4,369.18

Php 41,871.27

Unit Cost = Php 41,871.27 / 1.00 sets Php 41,871.27

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

TOTAL CONSTRUCTION COST Php 1,331,996.39

251.20

0.34476892543238

0.35853297776182

0.33788395904437

0.3543436258248

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 26.25 5.00 5.00 5.32 6.00 60

0.34044606476517

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

5.32 6.00

0.35785953177258

5,300.00

4,000.00

2.52 1500 3,780.00

1.68 1500 2,520.00

0.24632352941176

12.342667

0.3932513002664

16.579.946.62

3.311

37.44 6.24

0.3009092693138

0.24781166313602

0.62516.57 8.333333 2713.25 9

9.946.62

46.38 7.73

0.31453362255965

0.62516.57 8.333333 2713.25 913.25 313.25 1

13.25 0.33333313.25 0.11111113.25 0.037037

96.07 16.011667

0.31124358288966

Project Title: PROPOSED TWO (2) STOREY LTO BUILDING

Project Location: BRGY. POBLACION, URDANETA CITY, PANGASINAN

Owner: LAND TRANSPORTATION OFFICE (Urdaneta Branch)

BILL OF QUANTITIESItem No. DESCRIPTION UNIT QTY UNIT COST AMOUNT

I GENERAL REQUIREMENTS lot 1.00 110,000.00 110,000.00

II EARTHWORKS cu.m 34.10 591.92 20,182.50

III. CONCRETE WORKS cu.m 25.12 5,611.43 140,961.25

IV REINFORCE STEEL BARS kgs 3,687.06 64.57 238,065.82

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 1,331,996.39

EARTHWORKSEXCAVATION WORKS

MARKFOR ONE (1) STRUCTURE

C1-F1 1.00 1.00 1.00 9.00 9.00WF-1 25.00 0.30 0.55 1.00 4.13Septic Tank 3.05 1.65 2.50 12.58

0.000.00

TOTAL 25.71

BACKFILL/COMPACTION


F1 1.00 1.00 0.25 9.00 2.25WF-1 25.00 0.55 0.15 1.00 2.06COLUMN 0.25 0.25 0.75 9.00 0.42

TOTAL 4.73

Excavation = 13.13Backfill/Compaction 8.39 cu.m

GRAVEL BEDDING


F-1 1.00 1.00 0.10 9.00 0.90FTB 25.00 0.55 0.10 1.00 1.38

0.25 0.25 0.10 9.00 0.06GB 0.00 0.00 0.10 0.00 0.00

0.00 0.00 0.10 0.00 0.00Area-1 8.00 5.00 0.10 1.00 4.00Area-2 2.00 1.20 0.10 1.00 0.24TOTAL 6.57

ON FILL


OPERATOR ROOM 7.00 4.00 0.15 1.00 4.20REST ROOM 2.50 1.50 0.125 1.00 0.47

0.000.000.000.000.00

NO. OF SIMILAR

STRUCTURE

TOTAL VOLUME

(m³)LENGTH

(m.)WIDTH

(m.)HEIGHT

(m.)

NO. OF SIMILAR

STRUCTURE

TOTAL VOLUME

(m³)LENGTH

(m.)WIDTH

(m.)HEIGHT

(m.)

NO. OF SIMILAR

STRUCTURE

TOTAL VOLUME

(m³)LENGTH

(m.)WIDTH

(m.)HEIGHT

(m.)

NO. OF SIMILAR

STRUCTURE

TOTAL VOLUME

(m³)LENGTH

(m.)WIDTH

(m.)HEIGHT

(m.)

TOTAL 4.67

3.33 0.75 0.75 0.75 0.4283.33 0.70

0.83

0.00

V - MASONRY WORKS

GROUND FLOORperimeter 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 = 139.017403508772

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

kgs

10MMØ0.616 6.00 3.70

0.616 7.50 4.62

0.616 9.00 5.54

0.616 10.50 6.47

0.616 12.00 7.39

REBAR WORKS

MARK LOCATION

FOR 1 STRUCTURE

F1 top-tranverse 16 1.10 5.00 9.00 45.00

bottom-longitudinal 16 1.10 5.00 45.00

Footing

C1 vertical bar 16 4.55 4.00 9.00 36.00

4.30 outer ties 10 1.20 25.80 232.20

inner ties 10 1.00 25.80 232.20

C2 vertical bar 16 9.00 8.00 0.00 0.00

0.00 outer ties 10 1.20 0.00 0.00

inner ties 10 1.00 0.00 0.00

C3 vertical bar 16 9.00 8.00 0.00 0.00

0.00 outer ties 10 1.20 0.00 0.00

inner ties 10 1.00 0.00 0.00

WF-1 straight bars 12 6.00 10.00 1.00 10.00

25.00 stirrups 10 0.35 125.00 125.00

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

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

BAR SIZE

NO. OF SIMILAR STRUCT

URE

TOTAL NO.OF PCS

ONE BAR LENGTH

NUMBER OF PCS

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

SLAB ON FILL longitudinal 10 7.00 17.50 1.00 17.50

cross section 10 4.00 10.00 10.00

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

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

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

@ GL A web bars 12 30.83 2.00 6.00

stirrups 10 1.40 784.00 2,352.00

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

@ GL 1 web bars 12 20.83 2.00 6.00

stirrups 10 1.40 162.00 486.00

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

@ GL A web bars 12 30.83 2.00 2.00

stirrups 10 1.40 184.00 184.00

Midbeam

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

@ GL 1 web bars 12 20.83 2.00 2.00

top cut bars-end support 16 0.93 2.00 2.00 4.00

top cut bars-middle support 16 1.65 2.00 2.00 4.00



bottom cut bars 16 1.50 2.00 4.00 8.00

bottom cut bars 16 3.00 2.00 2.00 4.00

stirrups 10 1.40 162.00 162.00


web bars 12 30.83 2.00 2.00





bottom cut bars 16 1.80 2.00 24.00 48.00

bottom cut bars 16 1.50 2.00 8.00 16.00

stirrups 10 1.40 784.00 784.00


web bars 12 20.83 2.00 8.00





bottom cut bars 16 1.50 2.00 4.00 32.00

bottom cut bars 16 3.00 2.00 2.00 16.00

stirrups 10 1.40 162.00 648.00

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

@ GL A web bars 12 20.83 2.00 8.00



bottom cut bars 16 1.50 2.00 8.00 64.00

stirrups 10 1.40 184.00 736.00

roofbeam

Ground Slab transverse 12 92.00 41.00 1.00 41.00

92 x 20 longitudinal 12 20.00 185.00 185.00

Ground Slab transverse 12 42.00 41.00 1.00 41.00

42 x 20 longitudinal 12 20.00 85.00 85.00

Ground Slab

12MMØ 16MMØ0.888 6.00 5.33 1.578 6.00 9.47

0.888 7.50 6.66 1.578 7.50 11.84

0.888 9.00 7.99 1.578 9.00 14.20

0.888 10.50 9.32 1.578 10.50 16.57

0.888 12.00 10.66 1.578 12.00 18.94

49.50 6.00 8.25 8.25 225.00 156.22 1.93

49.50 6.00

156.22 1.93 8616MMØ 156.22

TIE WIRE 2.00

163.80 6.00 27.30 16.00 1,857.60 227.23 10.51

278.64 6.00 46.44 20.00 73.92

232.20 6.00 38.70 17.00 62.83

0.00 9.00 0.00 16.00 0.00 227.23 0.00

0.00 6.00 0.00 21.00 77.62

0.00 6.00 0.00 17.00 62.83

0.00 9.00 0.00 16.00 0.00 227.23 0.00

0.00 6.00 0.00 21.00 77.62

0.00 6.00 0.00 18.00 66.53

1,103.04 10.51

16MMØ 681.70

10MMØ 421.34

TIE WIRE 10.51

60.00 6.00 10.00 1.00 250.00 53.28 2.00

43.75 6.00 8.00 29.57

82.85 2.00

12MMØ 53.28

10MMØ 29.57

TIE WIRE 2.00

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

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

TOTAL NO. OF COMML LENGTH

COMML LENGTH

NO. OF VER/LONG

BAR

NO. OF HOR/TRANS

BAR

TOTAL BAR INTERSECTIO

N

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

TIE WIRE 22.19

70.00 5.60 12.50 18.00 175.00 66.53 0.99

70.00 6.00 11.67 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 6.59

12MMØ 101.23 18.99 10MMØ 476.78 128.86 TIE WIRE 6.59

16MMØ 151.52

12MMØ 53.30

10MMØ 55.50

TIE WIRE 4.00

168.00 7.50 6.00 784.00 14,112.00 1,988.70 95.86

84.00 7.50 559.65

588.00 6.00 2,175.60

24.00 12.00 6.00 162.00 2,916.00 454.56 19.81

12.00 12.00 127.92

41.00 6.00 151.70

8.00 12.00 6.00 184.00 1,104.00 151.52 7.50

4.00 12.00 42.64

46.00 6.00 170.20

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

4.00 12.00 42.64

1.00 6.00 9.47

1.00 7.50 11.84

1.00 6.00 9.47

1.00 10.50 16.57

2.00 6.00 18.94

2.00 6.00 18.94

41.00 6.00 151.70

56.00 7.50 8.00 784.00 6,272.00 662.90 42.60

28.00 7.50 186.55

1.00 7.50 11.84

0.00

16.00 6.00 151.52

2.00 12.00 37.88

10.00 9.00 142.05

4.00 6.00 37.88

196.00 6.00 725.20

32.00 12.00 8.00 162.00 5,184.00 606.08 35.21

16.00 12.00 170.56

4.00 6.00 37.88

4.00 7.50 47.35

4.00 6.00 37.88

4.00 10.50 66.29

8.00 6.00 75.76

8.00 6.00 75.76

41.00 6.00 151.70

32.00 12.00 8.00 41.00 1,312.00 606.08 8.91

16.00 12.00 170.56

16.00 6.00 151.52

8.00 12.00 151.52

16.00 6.00 151.52

184.00 6.00 680.80

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

370.00 10.50 3,451.18

246.00 7.50 41.00 85.00 3,485.00 1,638.98 23.67

170.00 10.50 1,585.68

10,172.31 75.19 76

#REF!#REF!

FINISHING WORKS PLASTERING WORKS

MARK LENGTH HEIGHT FACE

walls

Exterior/Interior Plastering

Total

Computation: Cement 834.98 say 835.00 bags Sand 46.39 say 50.00 m³

TILE WORKS

MARK LENGTH WIDTH say

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

NO. OF SIMILAR

STRUCTURES

(length) no. of pcs.

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

MARK LENGTH comm'l. length say

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

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 mark 1st coating 2nd coating 3rd coating

Flat latex paint 14.81

Semi-gloss Latex 14.81 12.34 12.34

Easytite with hardener latex color 3.70

sand paper 74.06


Painting door area 27.00

mark 1st coating 2nd coating 3rd coating

QDE paint 0.90 0.54 Easytite with hardener 0.36

Paint thinner 0.50

tinting color 0.11

sand paper 5.40


Painting Metal 336.34 mark 1st coating 2nd coating 3rd coating


Paint thinner 84.09

tinting color sand paper roller brush paint brush stupa rug

Painting Exterior wall 1,640.16 mark 1st coating 2nd coating 3rd coating



latex color 8.20

Patching Compound sand paper 164.02


Painting Exposed Conc. 56.89 mark 1st coating 2nd coating 3rd coating



latex color 0.28

sand paper 5.69


TOILET PARTITIONS

MARK LENGTH WIDTH

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

MARK LENGTH WIDTH

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

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 5.70 1.50 34.20 18.00

total no. of unit total

Area (m²)


Area (m²)

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

MARK LENGTH HEIGHT FACE

walls

Exterior/Interior Plastering Err:509 Err:509 Err:509 2.00

Total

Computation: Cement Err:509 say 500.00 bags Sand Err:509 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

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

NO. OF SIMILAR

STRUCTURES


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

total

MARK LENGTH WIDTH

double furring channel hallway 280.00 2.00 2,800.00 5.00

total

MARK LENGTH say


total length (l.m)

comm'l. length(m)

comm'l. length(m)

total length (l.m)

wall angle

hallway 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 mark 1st coating 2nd coating 3rd coating



Easytite with hardener 0.24

latex color 0.12

sand paper 2.40


Painting door area #REF!

mark 1st coating 2nd coating 3rd coating

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

Paint thinner 0.75

tinting color #REF!

sand paper #REF!


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


Paint thinner 0.46

tinting color sand paper roller brush paint brush stupa rug

Painting Interior wall Err:509 mark 1st coating 2nd coating 3rd coating

Flat latex paint Err:509

Semi-gloss Latex Err:509 Err:509 Err:509

latex color Err:509

sand paper Err:509


TOILET PARTITIONS

MARK LENGTH WIDTH

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

MARK LENGTH WIDTH

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 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


Area (m²)


Area (m²)

Quantity of cement and sand for plaster per square meter area

Mixture Cement in bags Thickness of Plaster 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

AREA (m²)

1,855.51

say

- 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 8.33 9.00 36.00 10.00 7.50 8.00 96.00 31.50

(width) no. of pcs.

total no. of pcs.

total no. of pcs.

total area (m²)

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

say say

42.50 14.76 15.00

2.40 0.83 1.00

44.90 16.00 pcs

say furring clip say

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

say say

15.00

- 15.00

say say

42.50 8.00

42.50 8.00

3rd coating gal say unit

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

(width) no. of pcs.

total no. of pcs.

total area (m²)

no. of pcs.

(width) no. of pcs.

total no. of pcs.

no. of pcs.

(width) no. of pcs.

total no. of pcs.

total area (m²)

no. of pcs.

(width) no. of pcs.

total no. of pcs.

total area (m²)

no. of pcs.

2.00 pcs

5.00 pcs

5.00 kg

1 Acrylic semi-gloss latext paint finish, boysen white


4.00 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 white2 Flat latex paint boysen white3 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

3rd coating gal/tin say unit

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


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

say

say

unit

m²

917.40 811.80 224.40

26.00 6.80 1,953.60 7.00

unit

m²

m²

AREA (m²)

Err:509Err:509Err:509

say

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 65.25

65.25 sq.m 22.00 sq.m

61.88 66.00

127.88 sq.m

64.00

(width) no. of pcs.

total no. of pcs.

total no. of pcs.

total area (m²)

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


Mixture Cement in bags Thickness of Plaster 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

say say

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

24.00 8.33 9.00 pcs

say unit area (m²)

560.00 560.00 pcs 560.00 3,500.00 907.00 560.00 pcs

unit

(width) no. of pcs.

total no. of pcs.

total area (m²)

no. of pcs.

total no. of 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 white2 Flat latex paint boysen white3 Flat wall enamel paint

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

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 Err:509 10.00 tin

Err:509 4.00 Err:509 22.00 tin

6.00 lits

330.00 pcs

15.00 pcs

20.00 pcs

20.00 kg

say

say

unit

m²

917.40 811.80 224.40

26.00 6.80 1,953.60 7.00

unit

m²


Cement in bags Thickness of Plaster 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

Acrylic semi-gloss latext paint finish, boysen white

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

Flat latex paint boysen white gals 6.00 5.00 30.00

Flat wall enamel paint gals 2.00 5.00 10.00

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

Masonry putty gals 1.00 5.00 5.00

Easytite w/ Hardiner ltrs 2.00 5.00 10.00

Perlite (patching compound) ltrs 10.00 5.00 50.00

lits 1.00 5.00 5.00

Sand paper pcs 150.00 5.00 750.00

Paint Rower pcs 2.00 5.00 10.00

Paint Brush pcs 5.00 5.00 25.00

Paint Thinner gals 2.00 5.00 10.00

Consumable like tinting colors lits 2.00 5.00 10.00


Cement in bags Thickness of Plaster 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

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

Flat latex paint boysen white gals 6.00 5.00 30.00

Flat wall enamel paint gals 2.00 5.00 10.00

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

Masonry putty gals 1.00 5.00 5.00

Easytite w/ Hardiner ltrs 2.00 5.00 10.00

Perlite (patching compound) ltrs 10.00 5.00 50.00

lits 1.00 5.00 5.00

Sand paper pcs 150.00 5.00 750.00

Paint Rower pcs 2.00 5.00 10.00

Paint Brush pcs 5.00 5.00 25.00

Paint Thinner gals 2.00 5.00 10.00

Consumable like tinting colors lits 2.00 5.00 10.00

CONCRETE WORKS


LENGTH (m.)

C-1F-1 1.00 1.00 0.25 9.00 2.25 2.25 22.5037.00

WF-1 25.00 0.30 0.15 1.00 1.13 1.13 11.2521.00

GB 5.00 0.20 0.25 3.00 0.754.00 0.20 0.25 4.00 0.80 1.55 13.95

14.00C-1 0.25 0.25 4.30 9.00 2.42C-2 0.00C-1 0.00 2.42 25.00

42.00B-1 5.00 0.25 0.35 2.00 0.88

4.00 0.25 0.35 4.00 1.40B-2 5.00 0.30 0.40 1.00 0.60B-3 5.00 0.25 0.30 1.00 0.38B-4 2.12 0.20 0.25 1.00 0.11 3.36 30.20

31.00LB-1 2.00 0.20 0.30 1.00 0.12 0.12 1.08

2.00CB-1 1.20 0.20 0.30 2.00 0.14 0.14 1.30

2.00RB-1 5.00 0.20 0.25 2.00 0.50

4.00 0.20 0.25 4.00 0.80RB-2 5.00 0.25 0.30 1.00 0.38RB-3 5.00 0.15 0.25 1.00 0.19RB-4 2.12 0.15 0.20 1.00 0.06 1.93 17.33

18.00LB-2 2.00 0.15 0.25 1.00 0.08 0.08 0.67

1.00CB-2 1.20 0.15 0.25 2.00 0.09 0.09 0.81

1.00SLAB ON FILL 7.00 4.00 0.15 1.00 4.20

1.50 2.50 0.125 1.00 0.47 4.67 47.0039.00

SUSPENDED SLAB 5.00 4.00 0.10 1.00 2.005.00 1.88 0.10 1.00 0.942.12 2.00 0.10 1.00 0.421.20 2.00 0.10 1.00 0.24 3.60 32.44

STAIRS 3.20 2.13 0.13 1.00 0.851.20 9.00 0.10 1.00 1.08 1.93 17.39

39.00Total 23.26 25.12 251.20

say 303.00

NO. OF SIMILAR

STRUCTURE

TOTAL VOLUME

(m³)WIDTH

(m.)HEIGHT

(m.)

1.13 2.252.50 5.000.56 1.131.50 3.00

0.78 1.551.00 2.00

1.50 2.502.50 5.00

1.68 3.362.00 4.000.06 0.120.10 0.200.07 0.140.10 0.20

0.96 1.931.00 2.000.04 0.080.05 0.100.05 0.090.05 0.10

2.50 5.002.50 5.00

1.80 3.60

0.97 1.932.50 5.00

12.56 25.1216.00 32.00 351.00

Rate/day Rate/hourProj. Engineer 600.00 75.00 Construction Foreman 450.00 56.25 Mason 375.00 46.88 Carpenter 375.00 46.88 H.E. Operator 400.00 50.00 L.E. Operator 325.00 40.63 Driver 300.00 37.50 Steelman 300.00 37.50 Labor 250.00 31.25 Painter 350.00 43.75 Roof Installer 350.00 43.75 Welder 375.00 46.88 Glass Installer 300.00 37.50 Plumber 325.00 40.63 Electrician 325.00 40.63

Rate/day Rate/hourRoad Grader 7,500.00 Payloader 7,000.00 Road Roller 6,500.00 Water Truck 4,500.00 Transit Mixer 1,500.00 One Bagger Mixer 400.00 Concrete Cutter 400.00 Concrete Vibrator 250.00 Welding Machine 450.00 Electric grinder 150.00 Bar cutter 200.00

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

Ridge roll 450.00 /pc

Gutter 450.00 /pc

Tekscrew 1.75 /pc

Silicon Sealant 150.00 /tube

Blind Rivets 500.00 /box

Touch-up paint 150.00 /lit

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



10mmØ Plain Round bar 138.00 /pc

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

Welding rod 1,200.00 /box

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

8"x8" Glazed tile 32.00 /pc

8"x8" Unglazed tile 32.00 /pc

Tile trim 78.00 /pc

Tile Grout 25.00 /kg

4"Ø Diamond cutter 450.00 /pc

3"Ø PVC pipe 460.00 /pc

3"Ø PVC Elbow 1/4 bend 53.00 /pc

2"Ø Stainless Steel pipe 3,250.00 /pc

3/16"x1" Flat bar 235.00 /pc

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

Welding rod/Accessories 2,500.00 /lot

4"Ø Grinding disk 65.00 /pc

Water closets w/ Accessories 2,800.00

Wall hang lavatory w/ Accessories 1,800.00

Soap holder 250.00

Tissue holder 250.00

Towel holder 450.00

4"x4" Floor drain 350.00

Ordinary faucet 65.00

Clean water line pipes and accessories 2,000.00

Sewer pipe line and accessories 3,500.00

2x40W FL lamp w/ housing 1,500.00

25W CFL 60.00

4"x4" Pinlight 250.00

Receptacle 4"Ø 50.00

Single pole switch 120.00

Two pole switch 165.00

3-Way switch 210.00

Main ACB 6-holes 1,850.00

4"x4" Junction box 35.00

2"x4" Utility box 35.00

1/2"Ø PVC pipe x 3.00 mts. 61.00

3.5mm² THHN wire 3,207.50

14mm² THHN wire 85.84

1'Ø PVC pipe x 3.00 mts. 102.00

1"Ø Long sweep elbow 38.00

1/2"Ø PVC Long sweep elbow 25.00

1"Ø RSC pipe x 3.00 mts. 420.00

1"Ø Entrance cap 65.00

3-Pole secondary rack 285.00

1"Ø Long sweep elbow (RSC) 85.00

Electrical tape 45.00

Hardiflex ceiling board 420.00

0.40mm 19mm x 50mm x 5m

Double furring channel 115.00

0.80mm 12mm x 38mm x 5m

Carrying Channel 140.00

0.40mm 25mm x 25mm x 3m

Wall angle 85.00

W-Clip 8.00

1-1/2" Concrete nail 90.00

Mesh tape 150.00

Blind rivets 500.00

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Location: Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

Item No./Description: 103 Layout and Excavation Works

Unit of Measurement: cu.m.

Output per day: 18.96 cu.m. /day

Quantity: 2.30 cu.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 0.10 524.00 52.40

b. Skilled Laborer 4 0.10 366.00 146.40

b. Laborer 6 0.10 317.00 190.20

Sub-Total for A P 389.00

Name and Capacity No. of Units No. of Days Daily Rate Amount

B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 389.00 D. Output per day = 18.96 cu.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a. 2pcs. - 2" x 4" x 10' Coco Lumber 0.0315 cu.m. 8,899.44 279.98

b. 2pcs. - 2" x 3" x 10' Coco Lumber 0.1180 cu.m. 8,899.44 1,050.13

c. 4" C.W. Nail 1 kg. 85.00 85.00

d. Nylon Chord 1 roll 35.00 35.00

Sub-Total for E P 1,450.11

F. Direct Cost (C+E) 1,839.11

G. Overhead, Contingencies & Miscellaneous 12% per D.O. 22 s 2015 220.69

H. Contractor's Profit (CP) 12% per D.O. 22 s 2015 220.69

I. Value Added Tax (VAT) 5% per D.O. 22 s 2015 114.02

J. Total Cost 2,394.52

k. Total Unit Cost 1,041.10

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)


PROJECT NAME:

Location:

Item No./Description: 104 Embankment


Output per day: 40.00 cu.m. /day



A. Labor



b. Laborer 6 0.10 317.00 190.20



B. Equipment

a. Plate Compactor 1 0.10 984.00 98.40

Sub-Total for B P 98.40

C. Total (A+B) 487.40 D. Output per day = 40.00 cu.m. /day


E.

a. Filling Materials (loose volume) 2 cu.m. 1,800.00 3,600.00

Note: Use Filling Materials for Backfill and Fill








CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

Materials (25% Shrinkage Factor)

Page 63 of 87


PROJECT NAME:

Location:

Item No./Description: 404 Reinforcing Steel

Unit of Measurement: kgs.

Output per day: 609.84 kgs. /day

Quantity: 201.42 kgs.


A. Labor


b. Skilled Laborer 10 0.30 366.00 1,098.00

b. Laborer 10 0.30 317.00 951.00

Sub-Total for A P 2,206.20


B. Equipment

a. Bar Cutter 1 0.30 1,758.00 527.40

b. Bar Bender 1 0.30 2,812.00 843.60

Sub-Total for B P 1,371.00

C. Total (A+B) 3,577.20 D. Output per day = 609.84 kgs. /day


E. Materials

1. Column Footing

14.21 kgs. 42.40 602.50

#16 G.I. Tie-wire 0.50 kg. 59.00 29.50

2. Wall Footings

10.66 kgs. 42.40 451.98

7.39 kgs. 32.43 239.66

#16 G.I. Tie-wire 0.50 kg. 59.00 29.50

3. Columns

27.71 kgs. 42.40 1,174.90

9.22 kgs. 32.43 299.00

#16 G.I. Tie-wire 2 kgs. 59.00 118.00

4. Roof Beams

21.31 kgs. 42.40 903.54

14.78 kgs. 32.43 479.32

#16 G.I. Tie-wire 1.5 kgs. 59.00 88.50

5. Brace Beam

18.48 kgs. 32.43 599.31

#16 G.I. Tie-wire 1 kg. 59.00 59.00


12mm.Ø x 6.00m. Def. Reinforcing Steel








Page 64 of 87

6. Lintel Beam

7.40 kgs. 32.43 239.98

#16 G.I. Tie-wire 0.50 kg. 59.00 29.50

7. Concrete Lavatory

33.30 kgs. 32.43 1,079.92

#16 G.I. Tie-wire 1.50 kg. 59.00 88.50

8. Floor Slab

18.48 kgs. 32.43 599.31

18.48 kgs. 40.54 749.18

#16 G.I. Tie-wire 1 kg. 59.00 59.00



G. Overhead, Contingencies & Miscellaneous 12% per D.O. 22 s 2015 1,379.68

H. Contractor's Profit (CP) 12% per D.O. 22 s 2015 1,379.68



k. Total Unit Cost 74.32





Page 65 of 87


PROJECT NAME:

Location:

Item No./Description: 405 Structural Concrete


Output per day: 4.41 cu.m./day



A. Labor


b. Skilled Laborer 10 1.40 366.00 5,124.00

b. Laborer 10 1.40 317.00 4,438.00



B. Equipment

a. Concrete Bagger Mixer 1 1.40 1,376.00 1,926.40


C. Total (A+B) 12,222.00 D. Output per day = 4.41 cu.m. /day


E. Materials

1. Column Footing

Volume: 0.26 cu.m. -

Portland Cement 3 bags 260.00 780.00

Washed Sand 0.10 cu.m. 1,000.00 100.00

Gravel 0.30 cu.m. 1,000.00 300.00

2. Wall Footings

Volume: 0.20 cu.m.


Washed Sand 0.10 cu.m. 1,000.00 100.00

Gravel 0.20 cu.m. 1,000.00 200.00

3. Columns

Volume: 2.57 cu.m.


Washed Sand 0.10 cu.m. 1,000.00 100.00

Gravel 0.30 cu.m. 1,000.00 300.00

4. Roof Beam

Volume: 0.12 cu.m.

Portland Cement 1 bag 260.00 260.00

Washed Sand 0.10 cu.m. 1,000.00 100.00


Page 66 of 87

Gravel 0.15 cu.m. 1,000.00 150.00

5. Brace Beam

Volume: 0.06 cu.m.


Washed Sand 0.03 cu.m. 1,000.00 30.00

Gravel 0.06 cu.m. 1,000.00 60.00

6. Floor Slab

Volume: 2.27 cu.m.

Portland Cement 23 bags 260.00 5,980.00

Washed Sand 1.20 cu.m. 1,000.00 1,200.00

Gravel 2.50 cu.m. 1,000.00 2,500.00

7. Lintel Beam

Volume: 0.34 cu.m.


Washed Sand 0.03 cu.m. 1,000.00 30.00

Gravel 0.07 cu.m. 1,000.00 70.00

8. Concrete Lavatory

Volume: 0.27 cu.m.


Washed Sand 0.15 cu.m. 1,000.00 150.00

Gravel 0.30 cu.m. 1,000.00 300.00

Waterproofing (900 grams/pack) 3 packs 33.00 99.00

7. Forms12mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood 4 shts. 871.00 3,484.00

19pcs. - 2" x 3" x 10' Coco Lumber 95 bd.ft. 20.00 1,900.00

4pcs. - 2" x 3" x 8' Coco Lumber 4 bd.ft. 20.00 80.00

2" C.W. Nail 3 kgs. 84.00 252.00

4" C.W. Nail 2 kgs. 77.00 154.00





I. Value Added Tax (VAT) 5% per D.O. 22 s 2015 2,077.06



Page 67 of 87


PROJECT NAME:

Location:

Item No./Description: SPL - 1 Roofing Works

Unit of Measurement: sq.m.

Output per day: 5.37 sq.m./day

Quantity: 10.09 sq.m.


A. Labor

a. Construction Foreman/Eng'g Assist. 1 2 524.00 1,048.00

b. Skilled Laborer 6 2 366.00 4,392.00

b. Laborer 4 2 317.00 2,536.00



B. Equipment

a. Welding Machine 1 2 3,128.00 6,256.00

b. Angular Grinder 1 2 300.00 600.00


C. Total (A+B) 14,832.00 D. Output per day = 5.37 sq.m. /day


E. Materials

1. Trusses4 pcs. 1,130.00 4,520.00

6011 Welding Rod 0.5 kg. 144.00 72.00

2. Channel Purlins

#14 x 50mm. x 75mm. x 6.00m. G.I. C-Purlins 5 pcs. 532.00 2,660.00

1 pc. 1,130.00 1,130.00

2 pcs. 175.00 350.00

6011 Welding Rod 0.5 kg. 144.00 72.00

3. Fascia Framing and Backing

2mm. Thk. x 20mm. x 20mm. x 6.0m. Angle Bar 6 pcs. 526.00 3,156.00

6011 Welding Rod 0.5 kg. 144.00 72.00

4. Roofing Sheets, Gutters and Ridge Rolls2 pcs. 506.00 1,012.00

2 pcs. 802.00 1,604.00

100 pcs. 4.50 450.00


4mm. Thk. x 50mm. x 50mm. x 6.00m. M.S. Angle

Bar

4mm. Thk. x 50mm. x 50mm. x 6.00m. M.S. Angle

Bar (Cleat Angle)

10mm.Ø x 6.00m. Plain Round Bar (Sag Rod)

0.4mm. Thk. x 0.40m. x 2.40m. Galvalume Ridge Roll, Pre-painted0.4mm. Thk. x 0.45m. x 3.65m. Galvalume Spanish Flashing, Pre-painted

3mm.Ø x 10mm. Alum. Blind Rivet

Page 68 of 87

9 shts. 1,574.00 14,166.00

234 pcs. 2.00 468.00

100mm.Ø Grinding Wheel 4 pcs. 135.00 540.00





I. Value Added Tax (VAT) 5% per D.O. 22 s 2015 2,796.45



0.4mm. Thk. x 800mm. x 1.83m. Ordinary Corrugated (915) Galvalume Roofing Sheet, Pre-painted4mm x 38mm Tekscrew (for metal) w/ neoprene washer


PROJECT NAME:

Location:

Item No./Description: SPL - 2a Setting of 100mm. CHB





A. Labor

a. Construction Foreman/Eng'g Assist. 1 1 524.00 524.00

b. Skilled Laborer 1 1 366.00 366.00

b. Laborer 2 1 317.00 634.00



B. Equipment

N/A

Sub-Total for B P -



E. Materials

a. 100mm. x 200mm. x 400mm. CHB (NLB) 107 pcs. 14.00 1,498.00

b. Washed Sand 0.40 cu.m. 1,000.00 400.00

c. Portland Cement 6 bags 260.00 1,560.00

d. 7 pcs. 120.00 840.00

e. #16 G.I. Tie-wire 1 kg. 59.00 59.00

f. Hacksaw Blade 3 pcs. 50.00 150.00









10mm.Ø x 6.00m. Def. Reinforcing Steel Bar


PROJECT NAME:

Location:

Item No./Description: SPL - 3a Ceiling Joist and Hangers





A. Labor



b. Laborer 1 0.6 317.00 190.20



B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 724.20 D. Output per day = 16.00 sq.m. /day


E. Materialsa. 25pcs. - 2" x 2" x 8' Hard Wood 67 bd.ft. 41.00 2,747.00

b. 4" C.W. Nail 1 kg. 85.00 85.00










PROJECT NAME:

Location:

Item No./Description: SPL - 3b Installation of Ceiling Board





A. Labor



b. Laborer 1 0.30 317.00 95.10



B. Equipment

N/A

Sub-Total for B P -



E. Materialsa. 6mm. Thk. x 1.20m. x 2.40m. Marine Plywood 4 shts. 509.00 2,036.00

b. 2" Finishing Nails 1 kg. 94.00 94.00










PROJECT NAME:

Location:

Item No./Description: SPL - 3c Installation of Fascia Board





A. Labor



b. Laborer 1 0.40 317.00 126.80



B. Equipment

a. Electric Handrill 1 0.40 300.00 120.00

Minor Tools (10% of Labor Cost) 48.00

Sub-Total for B P 168.00



E. Materialsa.

6 pcs. 352.00 2,112.00

b. 48 pcs. 2.00 96.00









12mm. Thk. x 300mm. x 2.40m. Fiber Cement Fascia Board

32mm. Long Galvanized/Zinc-coated Fiber Cement Screw


PROJECT NAME:

Location:

Item No./Description: SPL - 4 Tile Works





A. Labor



b. Laborer 1 4 317.00 1,268.00



B. Equipment

a. Angular Grinder 1 4 300.00 1,200.00




E. Materialsa. 200mm. x 200mm. Glazed Ceramic Wall Tiles 175 pcs. 15.00 2,625.00

b. Portland Cement 1 bag 260.00 260.00

c. Tile Adhesive (25kg./bag) 1 bag 253.00 253.00

d. Tile Grout (2kg./pack) 2 packs 56.00 112.00

e. 6mm. x 2.40m. Tile Trim Plain 5 pcs. 40.00 200.00

f. 1 pc. 94.00 94.00









100mm.Ø Grinding Dics


PROJECT NAME:

Location:

Item No./Description: SPL - 5 Plastering Works (16mm. Thk.)





A. Labor



b. Laborer 2 1.20 317.00 760.80



B. Equipment

N/A

Sub-Total for B P -



E. Materialsa. Portland Cement 4 bags 260.00 1,040.00 b. Sand (for plastering) 1 cu.m. 1,300.00 1,300.00

c. 6mm.Ø Washed Pebbles 2 bags 473.00 946.00










PROJECT NAME:

Location:

Item No./Description: SPL - 6 Painting Works





A. Labor



b. Laborer 2 0.60 317.00 380.40



B. Equipment

N/A

Sub-Total for B P -



E. Materialsa. Concrete Neutralizer 1 gal. 297.00 297.00 b. Solvent Based Acrylic Cast 1 gal. 438.00 438.00

c. Solvent Based Acrylic Primer 2 gals. 743.00 1,486.00

d. Solvent Based Acrylic Top Coat White 4 gals. 783.00 3,132.00

Solvent Based Thermoplastic Acrylic Rasin:

e. Raw Sienna (1L/can) 1 can 110.00 110.00

f. Hansa Yellow (1L/can) 1 can 110.00 110.00

g. Black (1L/can) 1 can 110.00 110.00

h. Liquid Tile Venetian Red 1 can 110.00 110.00

i. Liquid Tile Thalo Blue 1 can 110.00 110.00

j. Body Filler w/ Hardener 1 gal. 554.00 554.00

k. Solvent Based Acrylic Reducer 2 gals. 385.00 770.00

l. #120 Sand Paper 8 pcs. 16.00 128.00

m. #150 Sand Paper 8 pcs. 16.00 128.00

n. 7" Roller Brush w/ Handle 1 pcs. 35.00 35.00

o. 4" Paint Brush 2 pcs. 85.00 170.00

p. 2" Paint Brush 2 pcs. 30.00 60.00










PROJECT NAME:

Location:

Item No./Description: SPL - 7 Wall Siding Installation





A. Labor



b. Laborer 1 0.03 317.00 9.51



B. Equipment

N/A

Sub-Total for B P -



E. Materialsa. 6mm. Thk. x 1.20m. x 2.40m. Marine Plywood 1 sht. 509.00 509.00

b. 6pcs. - 2" x 2" x 8' Hard Wood 16 bd.ft. 41.00 656.00

c. 4" C.W. Nail 0.25 kg. 85.00 21.25









Page 78 of 87


PROJECT NAME:

Location:

Item No./Description: SPL - 8 Plumbing Works

Unit of Measurement: fixtures

Output per day: 2.00 fixture/day

Quantity: 6.00 fixtures


A. Labor



b. Laborer 2 3 317.00 1,902.00



B. Equipment

a. Portable Electric Handrill 1 3 300.00 900.00

b. Portable Pipe Threader 1 3 500.00 1,500.00

Minor Tools (10% of labor cost) 457.20


C. Total (A+B) 7,429.20 D. Output per day = 2.00 fixtures/day


E. Materials1. Fixtures and Accessories

6 units 269.00 1,614.00

2. Sanitary Pipes

100mm.Ø x 50mm.Ø Sanitary PVC Tee, S-100 3 pcs. 116.00 348.00

100mm.Ø x 3.00m. Sanitary PVC Pipe, S-1000 1 pc. 693.00 693.00

50mm.Ø x 3.00m. Sanitary PVC Pipe, S-1000 2 pcs. 260.00 520.00

100mm.Ø Sanitary PVC Coupling, S-1000 1 pc. 66.00 66.00

50mm.Ø Sanitary PVC P-Trap, S-1000 6 pcs. 102.00 612.00

50mm.Ø x 50mm.Ø Sanitary PVC Tee, S-1000 3 pcs. 46.00 138.00

3 pcs. 33.00 99.00

1 pcs. 76.00 76.00

1 pc. 78.00 78.00

PVC Pipe Cement Solvent (200cc/can) 3 cans 166.00 498.00

3. Cold Pipe2 pcs. 23.00 46.00

10 pcs. 30.00 300.00

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10

UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

100mm. x 100mm. Stainless Floor Drain w/ Double Strainer

50mm.Ø x 90o Sanitary PVC Elbow, S-1000

100mm.Ø x 45o Sanitary PVC Elbow, S-1000100mm.Ø Sanitary PVC Clean Out Adaptor and Plug, S-1000

12mm.Ø x 90o G.I. Elbow, ANSI B16.3 Class 150-

Standard12mm.Ø x 12mm.Ø G.I. Tee, ANSI B16.3 Class 150-Standrad

Page 79 of 87

1 pc. 97.00 97.00

12mm.Ø Water Meter Stand Set 1 pc. 1,675.00 1,675.00

2 pcs. 746.00 1,492.00

10 pcs. 18.00 180.00

12mm.Ø G.I. Cap, ANSI B16.3 Class 150-Standard 1 pc. 11.00 11.00

19mm. Teflon Tape 5 rolls 31.00 155.00








12mm.Ø G.I. Union Patent, ANSI B16.3 Class 150-Standard

12mm.Ø x 6.00m. G.I. Pipe ASTM A53-90A Heavy Gauge Standard12mm.Ø G.I. Coupling, ANSI B16.3 Class 150-Standard


PROJECT NAME:

Location:

Item No./Description: SPL - 9 Scaffolding Works


Output per day: 5.20 sq.m. /day



A. Labor



b. Laborer 2 0.86 317.00 545.24



B. Equipment

N/A

Sub-Total for B P -



E. Materialsa. 10pcs. - 2" x 4" x 10' Coco Lumber 0.15812 cu.m. 8,899.44 1,407.18

b. 7pcs. - 2" x 3" x 10' Coco Lumber 0.08260 cu.m. 8,899.44 735.09

c. 4" C.W. Nail 2 kgs. 85.00 170.00








CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10

UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT

Pilar St., Zamboanga City

GANTT CHARTPROJECT : CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)Location : Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga CityProject Cost : Php 204,681.05 Project Duration : Twenty-five (25) Calendar DaysManpower Requirements : 11 Manpower (1-Construction Foreman/Eng'g Assist., 4-Laborer and 6-Skilled Laborer)

Work Item Amounts % PerfectedC A L E N D A R D A Y S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

Mobilization/Demobilization PhP 1,637.44 0.80%103 Layout and Excavation Works PhP 2,394.52 1.17%

104 Embankment PhP 5,321.79 2.60%

404 Reinforcing Steel Bar PhP 14,969.49 7.31%

405 Structural Concrete PhP 43,618.30 21.31%

SPL-1 Roofing Works PhP 58,725.41 28.69%

SPL-2a Setting of 100mm. Thk. CHB PhP 7,852.36 3.84%

SPL-3a Ceiling Joist and Hangers PhP 4,630.17 2.26%SPL-3b Installation of Ceiling Board PhP 3,244.71 1.59%SPL-3c Installation of Fascia Board PhP 3,722.16 1.82%SPL-4 Tile Works PhP 12,462.74 6.09%SPL-5 Plastering Works (16mm. Thk.) PhP 7,231.31 3.53%SPL-6 Painting Works PhP 11,564.36 5.65%SPL-7 Wall Siding Installation PhP 1,591.64 0.78%SPL-8 Plumbing Works PhP 20,997.61 10.26%SPL-9 Scaffolding Works PhP 4,717.03 2.30%

TOTAL PROJECT COST Php 204,681.05 100%

CASH OUTLAY REQUIREMENT Php204,681.05

TARGETED COMPLETION THIS PERIOD 100.00%

COMMULATIVE COMPLETION TO DATE 100.00%

Recommending

Prepared by: Checked & Submitted by: Approved by: Project Implementation: Approved for Project Implementation:

FELIXBERTO R. CAARE, JR. RMP EDITO M. BAUTISTA MARLI ACOSTA-DE FIESTA ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZResearcher/Analyst A (J.O.) Officer-In-Charge Officer-In-Charge Assistant General Manager General ManagerPlanning Division Design Division Engineering and Construction DepartmentTechnical Services Group


Pilar St., Zamboanga City

Approved for Project Implementation:


Pilar Street, Zamboanga CityStandard Form Number: SF-INFR-01 Contract Reference Number

Revised on: July 28, 2004 Name of the Contract

Location of the Contract

APPROVED BUDGET FOR THE CONTRACT


Stations : Length : Contract Duration: Twenty-five (25) Calendar Days

DESCRIPTION QUANTITY UNIT

MARK-UPSTOTAL MARK-UP

VAT TOTAL COSTITEM ESTIMATED IN PERCENT TOTAL UNITNO. DIRECT COST

OCM PROFIT % VALUEINDIRECT COST COST

(1) (2) (3) (4) (5) (6) (7) (8)(9) (10) (11) (12) (13)

(5)X(8) 5%((5)+(9)) (9)+(10) (5)+(11) (13)/(3)Mobilization/Demobilization 1 lot 1,559.47 0% 0% 0% 0.00 77.97 77.97 1,637.44 1,637.44

103 Layout and Excavation Works 2.30 cu.m. 1,839.11 12% 12% 24% 441.39 114.03 555.42 2,394.52 1,041.10104 Embankment 2.00 cu.m. 4,087.40 12% 12% 24% 980.98 253.42 1,234.40 5,321.79 2,660.90404 Reinforcing Steel Bar 201.42 kgs. 11,497.31 12% 12% 24% 2,759.35 712.83 3,472.18 14,969.49 74.32405 Structural Concrete 6.09 cu.m. 33,501.00 12% 12% 24% 8,040.24 2,077.06 10,117.30 43,618.30 7,159.02

SPL-1 Roofing Works 10.09 sq.m. 45,104.00 12% 12% 24% 10,824.96 2,796.45 13,621.41 58,725.41 5,820.16SPL-2a Setting of 100mm. Thk. CHB 8.49 sq.m. 6,031.00 12% 12% 24% 1,447.44 373.92 1,821.36 7,852.36 924.68SPL-3a Ceiling Joist and Hangers 10.09 sq.m. 3,556.20 12% 12% 24% 853.49 220.48 1,073.97 4,630.17 458.89SPL-3b Installation of Ceiling Board 10.09 sq.m. 2,492.10 12% 12% 24% 598.10 154.51 752.61 3,244.71 321.58SPL-3c Installation of Fascia Board 11.49 sq.m. 2,858.80 12% 12% 24% 686.11 177.25 863.36 3,722.16 323.95SPL-4 Tile Works 6.37 sq.m. 9,572.00 12% 12% 24% 2,297.28 593.46 2,890.74 12,462.74 1,956.47SPL-5 Plastering Works (16mm. Thk.) 14.47 sq.m. 5,554.00 12% 12% 24% 1,332.96 344.35 1,677.31 7,231.31 499.74SPL-6 Painting Works 30.30 sq.m. 8,882.00 12% 12% 24% 2,131.68 550.68 2,682.36 11,564.36 381.64SPL-7 Wall Siding Installation 1.42 sq.m. 1,222.46 12% 12% 24% 293.39 75.79 369.18 1,591.64 1,120.87SPL-8 Plumbing Works 6.00 fixtures 16,127.20 12% 12% 24% 3,870.53 999.89 4,870.42 20,997.61 3,499.60SPL-9 Scaffolding Works 4.46 sq.m. 3,622.91 12% 12% 24% 869.50 224.62 1,094.12 4,717.03 1,057.63

TOTAL 157,506.97 47,096.14 204,681.05

Prepared by: Checked & Reviewed by: Approved by: Recommending Project Implementation:

FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR. MARLI ACOSTA - DE FIESTA ARNULFO A. ALFONSO

Researcher/ Analyst A (J.O.) Officer-In-Charge Officer-In-Charge Assistant General ManagerPlanning Division Design Division Engineering & Construction DepartmentTechnical Services Group

Approved for Project Implementation:

LEONARDO REY D. VASQUEZGeneral Manager

PROJECT/LOCATION OF PROJECT: CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)

Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

BREAKDOWN OF EXPENDITURES % OF TOTAL AMOUNTI - ESTIMATED COST

A. DIRECT COST:1. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . . 0.72 1,637.44 2. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45.32 102,972.74

2.1 Supply Delivery . . . . . . . . . . . . . . . . . . . . . . . . .2.2 Testing Materials . . . . . . . . . . . . . . . . . . . . . . . .

3. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . . 16.94 38,497.75 4. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . . 6.37 14,477.00

B.1. INDIRECT COST:1. Overhead contingency Miscellaneous . . . . . . . . . . . . . . 8.24 18,713.70 2. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.24 18,713.70

B.2. VAT & INCIDENTAL EXPENSES:1. Comprehensive All Risk Insurance . . . . . . . . . . . . . . . .2. Value Added Tax (12% of EDC, OCM and Profit) . . . . . . 4.26 9,668.72 3. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . .

S U B - T O T A L (CONTRACT COST) 204,681.05

II - ESTIMATED GOVERNMENT EXPENDITURES1. Engineering & Administrative Overhead 0.90 2,046.81 2. POW/Site Acquisition/Pre-Engineering3. Materials to be furnished by the government4. Materials Quality Control & Hydrology (MQCH)5. Retention for RO & C.O.

S U B - T O T A L 2,046.81

III - CONTINGENCIES/RESERVED:

1. Physical (up to 5% of the Estimated Contract Cost) . . . . . . . 4.50 10,234.05

2. Price Escalation (up to 12% of the Estimated 4.50 10,234.05 Contract Cost) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3. Preliminary Engineering . . . . . . . . . . . . . . . . . . . . . . . . . .

TOTAL ESTIMATED PROJECT COST 100.00 227,195.97

PREPARED BY: CHECKED & SUBMITTED BY:

FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR.Researcher/Analyst A (J.O.) Officer - In - Charge

Planning Division Design Division

APPROVED BY: RECOMMENDING PROJECT IMPLEMENTATION:

MARLI ACOSTA - DE FIESTA ARNULFO A. ALFONSOOfficer - In - Charge Assistant General Manager

Eng'g and Construction Department Technical Services Group

APPROVED FOR PROJECT IMPLEMENTATION:

LEONARDO REY D. VASQUEZ

General Manager

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

INDIVIDUAL PROGRAM OF WORK

31-Mar-15

PROJECT/LOCATION OF PROJECT: APPROPRIATE: Php227,195.97SOURCE OF FUNDS:ISSUED OBLIGATED:AUTHORITY RELEASED:CALENDAR DAYS Twenty-five (25) Calendar Days

PROJECT CATEGORY: TO COMPLETE:DESIRABLE STARTING DATE: upon Approval

School FacilityCONTRACT /X/ ADMINISTRATION / /

PROJECT DESCRIPTION:Construction of 10 Units Faucet Hand Washing Counter

MININUM EQUIPMENT REQUIRED TECHNICAL PERSONNEL REQUIREDDescription No. Description No. Description No. Description

1 Construction Foreman/Eng'g Assist.1 Carpenter 1 Plumber1 Steelman1 Welder1 Painter1 Masons4 Laborers

ESTIMATED COST OF PROPOSED PROJECTS

ITEM NO. DESCRIPTION UNIT QTY.DIRECT COST

TOTAL UNIT COSTMobilization/Demobilization 0.99% lot 1.00 1,559.47 1,559.47 1,559.47

103 Layout and Excavation Works 1.17% cu.m. 2.30 1,839.11 799.61 1,041.10 104 Embankment 2.60% cu.m. 2.00 4,087.40 2,043.70 2,660.90 404 Reinforcing Steel Bar 7.30% kgs. 201.42 11,497.31 57.08 74.32 405 Structural Concrete 21.27% cu.m. 6.09 33,501.00 5,498.48 7,159.02

SPL-1 Roofing Works 28.64% sq.m. 10.09 45,104.00 4,470.17 5,819.01 SPL-2a Setting of 100mm. Thk. CHB 3.83% sq.m. 8.49 6,031.00 710.20 924.68 SPL-3a Ceiling Joist and Hangers 2.26% sq.m. 10.09 3,556.20 352.45 458.80

SPL-3b Installation of Ceiling Board 1.58% sq.m. 10.09 2,492.10 246.99 321.51

SPL-3c Installation of Fascia Board 1.82% sq.m. 11.49 2,858.80 248.81 323.95

SPL-4 Tile Works 6.08% sq.m. 6.37 9,572.00 1,502.67 1,956.47

SPL-5 Plastering Works (16mm. Thk.) 3.53% sq.m. 14.47 5,554.00 383.83 499.74

SPL-6 Painting Works 5.64% sq.m. 30.30 8,882.00 293.12 381.64

SPL-7 Wall Siding Installation 0.78% sq.m. 1.42 1,222.46 860.89 1,120.88

SPL-8 Plumbing Works 10.24%fixtures 6.00 16,127.20 2,687.87 3,499.60

SPL-9 Scaffolding Works 2.30% sq.m. 4.46 3,622.91 812.31 1,057.63

TOTAL 100% 157,506.97

PREPARED BY: CHECKED & SUBMITTED BY:

FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR.Researcher/Analyst A (J.O.) Officer - In - Charge

Planning Division Design Division

APPROVED BY: RECOMMENDING PROJECT IMPLEMENTATION:

MARLI ACOSTA - DE FIESTA ARNULFO A. ALFONSO

Officer - In - Charge Assistant General Manager

Eng'g and Construction Department Technical Services Group

APPROVED FOR PROJECT IMPLEMENTATION:

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)

Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

% OF TOTAL

ADJUSTED UNIT COST

LEONARDO REY D. VASQUEZ

General Manager

Documents

Hand Wash Counter