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PROJECT : Two Storey Commercial Building OWNER : Mr. Tiburcio M. Figueroa LOCATION : Sta. Ines, Bacolor, Pampanga DATE : SUMMARY OF BILL OF MATERIALS Item Description Quantity Unit Unit Cost (Pesos) A. SITEWORKS 1. Clearing and Grubbing 3 Laborer 350 1. Excavation 2 Laborer 350 2. Soil (Fill) 4.05 m3 209 4. Labor Cost (30%) 5. Indirect Cost (10%) Total: B. FOOTINGS / FOUNDATION 1. Sand 5.76 m3 209 2. Coarse Aggregate 11.52 m3 680 3. Portland Cement 104 bags 220 4.16mm x 6 m RSB 60 pcs 345 4.10mm x 6 m RSB 25 pcs 136 5. #16 Tie Wire 6.5 kg 63 6. Labor Cost (30%) 7. Indirect Cost (10%) Total: C.COLUMNS 1. Sand 5.06 m3 209 2. Coarse Aggregate 10.12 m3 680 3. Portland Cement 92 bags 220 4.16mm x 7.5m RSB 2 pcs 432 5.16mm x 9 m RSB 84 pcs 518 6. 16 mm x 10.5m RSB 2 pcs 605 7.10mm x 6 m RSB 15 pcs 136 8.10mm x 7.5m RSB 2 pcs 167 9. 10mm x 10.5m RSB 10 pcs 236 10. #16 Tie Wire 24.5 kg 63 11. Labor Cost (30%) 12. Indirect Cost (10%) Total:

estimates ( Two-Storey Commercial Building)

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Page 1: estimates ( Two-Storey Commercial Building)

PROJECT : Two Storey Commercial BuildingOWNER : Mr. Tiburcio M. FigueroaLOCATION : Sta. Ines, Bacolor, PampangaDATE :

SUMMARY OF BILL OF MATERIALS

Item Description Quantity Unit Unit Cost (Pesos) Total Cost

A. SITEWORKS

1. Clearing and Grubbing 3 Laborer 350 10501. Excavation 2 Laborer 350 7002. Soil (Fill) 4.05 m3 209 846.454. Labor Cost (30%) 253.9355. Indirect Cost (10%) 285.0385Total: 3135.4235

B. FOOTINGS / FOUNDATION

1. Sand 5.76 m3 209 1203.842. Coarse Aggregate 11.52 m3 680 7833.63. Portland Cement 104 bags 220 228804.16mm x 6 m RSB 60 pcs 345 207004.10mm x 6 m RSB 25 pcs 136 34005. #16 Tie Wire 6.5 kg 63 409.56. Labor Cost (30%) 10718.0827. Indirect Cost (10%) 3572.694Total: 50017.716

C.COLUMNS

1. Sand 5.06 m3 209 1057.542. Coarse Aggregate 10.12 m3 680 6881.63. Portland Cement 92 bags 220 202404.16mm x 7.5m RSB 2 pcs 432 8645.16mm x 9 m RSB 84 pcs 518 435126. 16 mm x 10.5m RSB 2 pcs 605 12107.10mm x 6 m RSB 15 pcs 136 20408.10mm x 7.5m RSB 2 pcs 167 3349. 10mm x 10.5m RSB 10 pcs 236 236010. #16 Tie Wire 24.5 kg 63 1543.511. Labor Cost (30%) 24012.79212. Indirect Cost (10%) 8004.264Total: 112059.696

Page 2: estimates ( Two-Storey Commercial Building)

D. BEAMS AND GRADE BEAMS

1. Sand 9.18 m3 209 1918.622. Coarse Aggregate 18.36 m3 680 12484.83. Portland Cement 166 bags 220 365204.16mm x 6 m RSB 94 pcs 345 324305.16mm x 7.5m RSB 79 pcs 432 341286.16mm x 9 m RSB 19 pcs 518 98427. 16 mm x 10.5m RSB 63 pcs 605 381158. 16 mm x12m RSB 4 pcs 692 27689.10mm x 6 m RSB 220 pcs 136 2992010.10mm x 7.5m RSB 32 pcs 167 534411.10mm x 9 m RSB 189 pcs 202 3817812. 10mm x 10.5m RSB 36 pcs 236 849613. #16 Tie Wire 83 kg 63 522914. Labor Cost (30%) 76612.02615. Indirect Cost (10%) 25537.342Total: 357522.788

E. SLABS

1. Sand 322 m3 209 672982. Coarse Aggregate 17.85 m3 680 121383. Portland Cement 35.7 bags 220 78544.12mm x 6 m RSB 94 pcs 195 183305.12mm x 7.5m RSB 79 pcs 243 191976.12mm x 9 m RSB 19 pcs 292 55487. 12mm x 10.5m RSB 63 pcs 341 214838. 12 mm x12m RSB 4 pcs 389 15569.10mm x 6 m RSB 64 pcs 136 870410.10mm x 7.5m RSB 98 pcs 167 1636611.10mm x 9 m RSB 46 pcs 202 929212. 10mm x12m RSB 56 pcs 270 1512013. #16 Tie Wire 52.25 kg 63 3291.7514. Labor Cost (30%) 61853.32515. Indirect Cost (10%) 20617.775Total: 288648.85

F. WALL

1. Sand 40.51 m3 209 8466.593. Portland Cement 1021 bags 220 2246204. CHB 4" thick 11575 pcs 9 1041755.10mm x 6 m RSB 553 pcs 136 752089. #16 Tie Wire 19 kg 63 119710Labor Cost (30%) 124099.97711. Indirect Cost (10%) 41246.959Total: 579013.526

G. STAIRS

1. Sand 1.65 m3 209 344.852. Coarse Aggregate 3.27 m3 680 2223.63. Portland Cement 31 bags 220 68204.12mm x 6 m RSB 45 pcs 195 87755.12mm x 7.5m RSB 48 pcs 243 116646.12mm x 9 m RSB 45 pcs 292 131407. 12mm x 10.5m RSB 54 pcs 341 184148. 12 mm x12m RSB 30 pcs 389 116709. #16 Tie Wire 24.75 kg 63 1559.2510Labor Cost (30%) 22383.2111. Indirect Cost (10%) 7461.07Total: 104454.98

Page 3: estimates ( Two-Storey Commercial Building)

H. ROOF FRAME

1. 1.20mm x50 x100mm C-Purlins 85 pcs 540 459002. 4.50 x50 x 50 mm Angle Bar 9 pcs 676 60843. 10mmФ Sag Rod 9 pcs 420 37804. 10 mm thick Double Sided Insulat 671.55 sq. m 75 50366.255. 3.50 x50 x 50 mm Angle Bar 9 pcs 690 62106. 3/4" x12"x12" Hardi-Senepa 6 pcs 385 23107. Welding Rod 17.5 kg 105 1837.58. Labor Cost (30%) 34946.3259. Indirect Cost (10%) 11648.775Total: 163082.85

I. ROOF

1. Corrugated G.I. Sheets 175 pcs 320 560002. Plain G.I. Sheets 10 pcs 680 68003. Gutter 15 pcs 347 52054. Rivets 37 kg 75 27755. Labor Cost (30%) 212346. Indirect Cost (10%) 7078Total: 99092

J. CEILING

1. Gypsum Board 66 pcs 270 178202. 1 2 x 2 x 6 R/L METAL FURRING 281 pcs 129 362493. Labor Cost (30%) 16220.74. Indirect Cost (10%) 3624.9Total: 73914.6

J. FORMWORKS

1. Marine Plywood 296 pcs 380 1124802. 2"x2"x12m Cocolumber 86 pcs 108 92883. CWN 46.25 kg 70 3237.54. Labor Cost (30%) 37501.655. Indirect Cost (10%) 12500.55Total: 175007.7

K. SCAFFOLDING / STAGING

1. 2"x2"x12m Cocolumber 151 pcs 108 163082. 2"x4"x12m Cocolumber 108 pcs 144 155523. CWN 8.5 kg 70 5954. Labor Cost (30%) 9736.55. Indirect Cost (10%) 3245.5Total: 45437

L. TILE FLOORING

1. 20x20 cm Tile 2631 pcs 25 657752. 30x30 cm Tile 3456 pcs 30 1036803. Grout 26 bag 75 19504. Cement 20 bag 220 44005. Tile Adhesive 115 bag 464 533605. Labor Cost (30%) 68749.56. Indirect Cost (10%) 22916.5Total: 320831

Page 4: estimates ( Two-Storey Commercial Building)

M. PAINT

1. Primer 66.25 gallon 495 32793.752. Topcoat 49.14 gallon 510 25061.43. Labor Cost (30%) 17356.5454. Indirect Cost (10%) 5785.515Total: 80997.21

N. WINDOWS AND DOORS

1. D-1 5 set 8736 436802. D-2 7 set 2856 199923.D-3 10 set 1322 132204. D-4 1 set 12150 121505.D-5 1 set 10164 101646. D-6 1 set 19080 190807. W-1 2 set 2074 41488. W-2 1 set 1383 13839 W-3 2 set 2765 553010. W-4 8 set 4160 3328011. W-5 1 set 5530 553012.Labor Cost (30%) 50447.113. Indirect Cost (10%) 16815.7Total: 235419.8

O. SEPTIC TANK

1. Sand 2.09 m3 209 436.812. Coarse Aggregate 4.67 m3 680 3175.63. Portland Cement 22 bags 220 48404. CHB 4" thick 300 pcs 9 27005.12mm x 6 m RSB 7 pcs 195 13656.12mm x 7.5m RSB 7 pcs 243 17017.10mm x 6 m RSB 68 pcs 136 92488. Labor Cost (30%) 7039.9239. Indirect Cost (10%) 2880.5333Total: 33386.8663

P. CATCH BASIN

1. Sand 1.28 m3 209 267.522. Coarse Aggregate 1.46 m3 680 992.83. Portland Cement 21 bags 220 46204. CHB 4" thick 160 pcs 9 14405.10mm x 6 m RSB 23 pcs 136 31286. Labor Cost (30%) 3134.4967. Indirect Cost (10%) 1044.832Total: 14627.648

Page 5: estimates ( Two-Storey Commercial Building)

Q. ELECTRICAL

1. 3.5 mm sq.THHN Wire 470.47 m 36 16936.923. 5.5 mm sq. THHN Wire 132 m 25 33003. 30 mm sq. THHN Wire 58.85 m 65 3825.254. 60 mm sq. THHN Wire 40.04 m 105 4204.25. 20A Circuit Breaker 13 pcs 285 37056. 30A Circuit Breaker 16 pcs 285 45607. 40A Circuit Breaker 7 pcs 285 19958. 100A Circuit Breaker 4 pcs 420 16809. Panel Board 4 pcs 1500 600010. Kilowatt Hour Meter 4 pcs 3000 1200011. Junction Box 38 pcs 25 95012. 15 mm Ф PVC Pipe 3 m 189.1 m 29 5483.913. 20 mm Ф PVC Pipe 3m 96.1 m 38 3651.814. 30 mm Ф Rigid Steel Conduit Pi 6.5 m 128 83215. Exhaust Fan 10 m 1700 1700016. Pin Light Receptacle 24 pcs 150 360017. Flourescent Lamp 34 set 250 850018. Single Switch 1 pcs 126 12619. Two Gang Switch 16 pcs 170 272020. Three Gang Switch 9 pcs 162 145821. Three- Way Switch 6 pcs 95 57022. Convenience Outlet 64 pcs 162 1036823. Pin Light 24 pcs 32 76824. Electric Tape large 23 pcs 35 80525. Labor Cost (30%) 34511.72126. Indirect Cost (10%) 11503.907Total: 161054.698

Page 6: estimates ( Two-Storey Commercial Building)

R. PLUMBLING

1.1/2 ELBOW 10 pcs 35 3502. 3/4 Elbow 9 pcs 40 3603. Tee 29 pcs 40 11604. Tee R educer 29 pcs 40 11605. Gate Valve 6 pcs 250 15006. 1/2 Coupling 8 pcs 40 3207. 3/4 Coupling 9 pcs 40 3608. 20 mm Ф PPRC Pipe 3 m 34.2 m 09. 32mm Ф PPRC Pipe 3 m 39.5 m 010. 40mm Ф PPRCPipe 3 m 3.4 m 011. 100 mm Ф PVC Pipe 3 m 48.15 m 189 9100.3512. 50 mm Ф PVC Pipe 3m 11.2 m 94 1052.813. Reducer Tee 4"x2" 5 pcs 80 40014. 4" Tee 17 pcs 80 136015. 2" Ф Elbow 6 pcs 75 45016. 4" Ф Elbow 11 pcs 80 88017. PVC Solvent 12 pcs 100 120018. Teflon Tape 40 roll 30 120019. Floor Drain 4" 10 pcs 100 100020. P trap 10 pcs 90 90021. 4" x 4" 45 degree Wye 2 pcs 200 40022. Clean Out 4" 8 pcs 80 64023. Hose Bib 6 set 150 90024. Lavatory 4 set 7000 2800025. Kitchen Sink 6 set 3000 1800026. Water Closet 10 set 4500 4500027. Shower 6 set 750 450028. Labor Cost (30%) 36057.94529. Indirect Cost (10%) 12019.315Total: 169170.41

TOTAL COST: 2677419.5363

Page 7: estimates ( Two-Storey Commercial Building)

PRICE LIST

MATERIALS UNITS UNIT COSTGravel cu. m 680Portland cement bag 220Sand cu. m 20916mmФ x 6m. Rebars pcs 34516mmФ x 7.5m. Rebars pcs 43216mmФ x 9m. Rebars pcs 51816mmФ x10.5m. Rebars pcs 60516mmФ x 12m. Rebars pcs 69212mmФ x 6m. Rebars pcs 19512mmФ x 7.5m. Rebars pcs 24312mmФ x 9m. Rebars pcs 29212mmФ x 10.5m. Rebars pcs 34112mmФ x 12m. Rebars pcs 38910mmФ x 6m. Rebars pcs 13610mmФ x 7.5m. Rebars pcs 16710mmФ x 9m. Rebars pcs 20210mmФ x 10.5m. Rebars pcs 23610mmФ x 12m. Rebars pcs 270# 16 GI Wire kg 63PCS of .15x.20 x .40 CHB pcs 12PCS of .10 x.20 x .40 CHB pcs 9Panel Door set 8736Flush Type Solid Core Door set 3213Flush Hallow Core Door set 801Roll up Door set 12150Roll up Door set 10164Roll up Door set 19080Steel Window set 2074Steel Window set 1383Steel Window set 2765Steel Window set 4160Steel Window set 55301.20mm x50 x100mm C-Purlins pcs 540 4.50 x50 x 50 mm Angle Bar pcs 67610mmФ Sag Rod pcs 42010 mm thick Double Sided Insulation sq. m 753.50 x50 x 50 mm Angle Bar pcs 6903/4" x12"x12" Hardi-Senepa pcs 385 Welding Rod kg 105Corrugated G.I. Sheets pcs 320Plain G.I. Sheets pcs 680 Gutter pcs 347Rivets kg 75 Gypsum Board pcs 2701 2 x 2 x 6 R/L METAL FURRING pcs 129 Marine Plywood pcs 380 2"x2"x12m Cocolumber pcs 1082. 2"x4"x12m Cocolumber pcs 144CWN kg 70

Page 8: estimates ( Two-Storey Commercial Building)

20x20 cm Tile pcs 2530x30 cm Tile pcs 30Grout bag 75 Cement bag 220Tile Adhesive bag 464Paint Primer gallon 495Paint Topcoat gallon 510 3.5 mm sq.THHN Wire m 365.5 mm sq. THHN Wire m 2530 mm sq. THHN Wire m 6560 mm sq. THHN Wire m 10520A Circuit Breaker pcs 28530A Circuit Breaker pcs 28540A Circuit Breaker pcs 285100A Circuit Breaker pcs 420Panel Board pcs 1500Kilowatt Hour Meter pcs 3000 Junction Box pcs 2515 mm Ф PVC Pipe 3 m m 29 20 mm Ф PVC Pipe 3m m 3830 mm Ф Rigid Steel Conduit Pipe m 128Exhaust Fan m 1700Pin Light Receptacle pcs 150Flourescent Lamp set 250Single Switch pcs 126Two Gang Switch pcs 170Three Gang Switch pcs 162 Three- Way Switch pcs 95Convenience Outlet pcs 162Pin Light pcs 32Electric Tape large pcs 351/2 ELBOW pcs 353/4 Elbow pcs 40Tee pcs 40 Tee Reducer pcs 40Gate Valve pcs 2501/2 Coupling pcs 403/4 Coupling pcs 4020 mm Ф PPRC Pipe 3 m m32mm Ф PPRC Pipe 3 m m 100 mm Ф PVC Pipe 3 m m 18911. 50 mm Ф PVC Pipe 3m m 94 Reducer Tee 4"x2" pcs 804" Tee pcs 802" Ф Elbow pcs 754" Ф Elbow pcs 80PVC Solvent pcs 100Teflon Tape roll 30Floor Drain 4" pcs 100P trap pcs 904" x 4" 45 degree Wye pcs 200Clean Out 4" pcs 80 Hose Bib set 150 Lavatory set 7000 Kitchen Sink set 3000Water Closet set 4500 Shower set 750

Page 9: estimates ( Two-Storey Commercial Building)

PROJECT : Two Storey Commercial BuildingOWNER : Mr. Tiburcio M. FigueroaLOCATION : Sta. Ines, Bacolor, PampangaDATE :

SUMMARY OF BILL OF QUANTITIES

Item Description

1 PRELIMINARIES

Site Safety FenceSafety Signs

Engineer Site Inspection

Builders Site SignSoil TestLand Surveyor Subdivision

Quantity Surveyor

2 SUBSTRUCTURESEARTHWORKSClearing and grubbing

Excavation WorksIsolated FootingsGrade BeamsSeptic TankCatch Basin

Backfilling WorksMat FoundationIsolated FootingsGrade Beams

CONCRETE WORKSRC Footing

Isolated Footings

Page 10: estimates ( Two-Storey Commercial Building)

Wall Footings

Grade BeamsFooting Tie Beams

Slab-onGrade

REINFORCEMENTRC Footing

Isolated Footings

Wall Footing

Grade BeamsFooting Tie Beams

Slab-onGrade

3 SUPERSTRUCTUREGROUND FLOORConcrete Works

Columns

Stairs

Masonry Works

Page 11: estimates ( Two-Storey Commercial Building)

Walls

ReinforcementColumns

Walls

Stairs

Formworks and StagingColumns

Stairway

SECOND FLOORConcrete Works

Columns

Beams

Slabs

Page 12: estimates ( Two-Storey Commercial Building)

Masonry WorksWalls

ReinforcementColumns

Walls

Beams

Slab

Formworks and StagingColumns

Beams

Page 13: estimates ( Two-Storey Commercial Building)

Slab

ROOFConcrete Works

Beams

Masonry WorksWalls

ReinforcementRoof Beams

Walls

Formworks and StagingBeams

Structural Steel Works4 ARCHITECTURAL

DOORS AND WINDOWSDoorsD-1D-2D-3

Page 14: estimates ( Two-Storey Commercial Building)

D-4D-5D-6

WindowsW-1 W-2W-3W-4W-5

FINISHESTile works20x20 cm Tile30x30 cm TileGrout CementTile Adhesive

Ceiling Works Gypsum Board1 2 x 2 x 6 R/L METAL FURRING

PAINTING AND DECORATINGPainting WorksPaint PrimerPaint Topcoat

5 MECHANICALAircon DuctsVentillation Works

6 ELECTRICALWiring-Ins

Page 15: estimates ( Two-Storey Commercial Building)

Electrical Fixtures

7 PLUMBINGConcrete Works

Septic Tank

Catch Basin

Masonry WorksSeptic Tank

Catch Basin

ReinforcementSeptic Tank

Catch Basin

Page 16: estimates ( Two-Storey Commercial Building)

7 PLUMBINGPlumbing-Ins

Plumbing Fixtures

TOTAL DIRECT COST

TOTAL INDIRECT COST (TAXES)

TOTAL PROJECT COST

Page 17: estimates ( Two-Storey Commercial Building)

Quantity Unit Material Cost

1 lm1 ea

1 ea

1 ea1 ea1 item

1 quote

sq. m

cu.mcu.mcu.mcu.m

Sand cu.mSand cu.mSand cu.m

Cement bagSand cu.mGravel cu.m

Page 18: estimates ( Two-Storey Commercial Building)

Cement bagSand cu.mGravel cu.m

Cement bagSand cu.mGravel cu.m

Cement bagSand cu.mGravel cu.m

16mm x 6 m RSB kg#16 Tie Wire kg

10mm x 6 m RSB kg#16 Tie Wire kg

16mm x 6 m RSB kg16mm x 7.5m RSB kg16mm x 9 m RSB kg 16 mm x 10.5m RSB kg16 mm x12m RSB kg10mm x 6 m RSB kg#16 Tie Wire kg

10mmФ x 6m. Rebars kg10mmФ x 7.5m. Rebars kg10mmФ x 9m. Rebars kg10mmФ x 10.5m. Rebars kg10mmФ x 12m. Rebars kg# 16 GI Wire kg

cu.mCement bag 220Sand cu.m 209Gravel cu.m 680

Cement bag 220Sand cu.m 209Gravel cu.m 680

680sq. m

Page 19: estimates ( Two-Storey Commercial Building)

Cement bag 220Sand cu.m 209CHB 4" pcs 680

16mm x 7.5m RSB kg16mm x 9 m RSB kg16 mm x 10.5m RSB kg10mm x 6 m RSB kg10mm x 7.5m RSB kg10mm x 10.5m RSB kg#16 Tie Wire kg

10mm x 6 m RSB kg #16 Tie Wire kg

12mmФ x 6m. Rebars kg12mmФ x 7.5m. Rebars kg12mmФ x 9m. Rebars kg12mmФ x 10.5m. Rebars kg12mmФ x 12m. Rebars kg #16 Tie Wire kg

4'x8' Marine Plywood pcs2"x4"x12 bd.ft.2’’x2’’x12’ bd.ft.CWN kg

4'x8' Marine Plywood pcs2"x4"x12 bd.ft.2’’x2’’x12’ bd.ft.CWN kg

Cement bag 220Sand cu.m 209Gravel cu.m 680

Cement bag 220Sand cu.m 209Gravel cu.m 680

Cement bag 220Sand cu.m 209Gravel cu.m 680

Page 20: estimates ( Two-Storey Commercial Building)

Cement bagSand cu.mCHB 4" pcs

16mm x 7.5m RSB kg16mm x 9 m RSB kg16 mm x 10.5m RSB kg10mm x 6 m RSB kg10mm x 7.5m RSB kg10mm x 10.5m RSB kg#16 Tie Wire kg

10mm x 6 m RSB kg #16 Tie Wire kg

16mm x 6 m RSB kg16mm x 7.5m RSB kg16mm x 9 m RSB kg16 mm x 10.5m RSB kg16 mm x12m RSB kg10mm x 6 m RSB kg10mm x 7.5m RSB kg10mm x 9 m RSB kg10mm x 10.5m RSB kg #16 Tie Wire kg

12mmФ x 6m. Rebars kg12mmФ x 7.5m. Rebars kg12mmФ x 9m. Rebars kg12mmФ x 10.5m. Rebars kg12mmФ x 12m. Rebars kg10mm x 6 m RSB kg10mm x 7.5m RSB kg10mm x 9 m RSB kg10mm x 10.5m RSB kg #16 Tie Wire kg

4'x8' Marine Plywood pcs2"x4"x12 bd.ft.2’’x2’’x12’ bd.ft.CWN kg

4'x8' Marine Plywood pcs2"x4"x12 bd.ft.

Page 21: estimates ( Two-Storey Commercial Building)

2’’x2’’x12’ bd.ft.CWN kg

4'x8' Marine Plywood pcs2"x4"x12 bd.ft.2’’x2’’x12’ bd.ft.CWN kg

Cement bag 220Sand cu.m 209Gravel cu.m 680

Cement bag 220Sand cu.m 209CHB 4" pcs 680

16mm x 6 m RSB kg16mm x 7.5m RSB kg16mm x 9 m RSB kg16 mm x 10.5m RSB kg16 mm x12m RSB kg10mm x 6 m RSB kg10mm x 7.5m RSB kg10mm x 9 m RSB kg10mm x 10.5m RSB kg #16 Tie Wire kg

10mm x 6 m RSB kg #16 Tie Wire kg

4'x8' Marine Plywood pcs2"x4"x12 bd.ft.2’’x2’’x12’ bd.ft.CWN kg

kg

5 set 87367 set 3213

10 set 801

Page 22: estimates ( Two-Storey Commercial Building)

1 set 121501 set 101641 set 19080

2 set 20741 set 13832 set 27658 set 41601 set 5530

sq. mpcspcsbagbagbag

sq. mpcspcs

sq. mgalgal

3.5 mm sq. THHN Wire 470.47 m 365.5 mm sq. THHN Wire 132 m 2530 mm sq. THHN Wire 58.85 m 6560 mm sq. THHN Wire 40.04 m 10520A Circuit Breaker 13 pcs 28530A Circuit Breaker 16 pcs 28540A Circuit Breaker 7 pcs 285100A Circuit Breaker 4 pcs 420Panel Board 4 pcs 1500Kilowatt Hour Meter 4 pcs 3000

Page 23: estimates ( Two-Storey Commercial Building)

Junction Box 38 pcs 2515 mm Ф PVC Pipe 3 m 189.1 m 29 20 mm Ф PVC Pipe 3m 96.1 m 3830 mm Ф Rigid Steel Conduit Pipe 6.5 m 128Electric Tape large 35 pcs

Exhaust Fan 10 pcs 1700Pin Light Receptacle 24 pcs 150Flourescent Lamp 34 pcs 250Single Switch 1 pcs 126Two Gang Switch 16 pcs 170Three Gang Switch 9 pcs 162 Three- Way Switch 6 pcs 95Convenience Outlet 64 pcs 162Pin Light 24 pcs 32

Cement bagSand cu.mGravel cu.m

Cement bagSand cu.mGravel cu.m

Cement bagSand cu.mCHB 4" pcs

Cement bagSand cu.mCHB 4" pcs

16mm x 7.5m RSB kg16mm x 9 m RSB kg16 mm x 10.5m RSB kg10mm x 6 m RSB kg10mm x 7.5m RSB kg10mm x 10.5m RSB kg#16 Tie Wire kg

10mm x 6 m RSB kg

Page 24: estimates ( Two-Storey Commercial Building)

#16 Tie Wire kg

1/2 ELBOW 10 pcs3/4 Elbow 9 pcsTee 29 pcs Tee Reducer 29 pcsGate Valve 6 pcs1/2 Coupling 8 pcs3/4 Coupling 9 pcs20 mm Ф PPRC Pipe 3 m 34.2 m40mm Ф PPRC Pipe 3 m 39.5 m32mm Ф PPRC Pipe 3 m 3.4 m 100 mm Ф PVC Pipe 3 m 48.15 m50 mm Ф PVC Pipe 3m 11.2 m Reducer Tee 4"x2" 5 pcs4" Tee 17 pcs2" Ф Elbow 6 pcs4" Ф Elbow 11 pcsPVC Solvent 12 pcsTeflon Tape 40 pcsP trap 10 pcs4" x 4" 45 degree Wye 2 pcsClean Out 4" 8 pcs Hose Bib 6 pcs

Lavatory 4 set 7000 Kitchen Sink 6 set 3000Water Closet 10 set 4500 Shower 6 set 750Floor Drain 4" 10 pcs 100

Page 25: estimates ( Two-Storey Commercial Building)

Unit Cost Labor Cost (30Total Cost

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168157

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