cost estimates 2s bldg

Project : PROPOSED TWO (2) STOREY BUILDING (DUPLEX TYPE)

Location : Lapasan, Cagayan de Oro City

Owner : Mr. Rolando G. Gironella, III

Item no. Description % Wt.

I GENERAL REQUIREMENTS1 Mobilization2 Temporary Facilities

item I sub-total 0.59

II EARTHWORKS1 Site Clearing and Grubbing2 Structural Excavation3 Structural Backfill and Compaction4 Earthfill and Compaction5 Gravel Bedding

item II sub-total 2.23

III CONCRETE WORKS1 Footings2 Wall Footings3 Columns4 Beams5 Stairs 6 Interior Slab

item III sub-total 7.71

IV REINFORCING STEEL BARS1 16mmØ Deformed Bars Gr.402 10mmØ Deformed Bars Gr.33 3 20mmØ Deformed Bars Gr.404 12mmØ Deformed Bars Gr.335 Tie Wires

item IV sub-total 12.31

V MASONRY WORKS1 6" Machine Made CHB with Reinforcements2 4" Machine Made CHB with Reinforcements3 Plastering4 Plain Cement Finish

item V sub-total 16.26

VI FORMWORKS and SCAFFOLDINGS1 Ordinary Plywood and Coco Lumber

item VI sub-total 5.70

VII STRUCTURAL STEEL WORKS1 1.5mm THK x 2" x 6" C-Purlins2 1.5mm THK x 2" x 3" C-Purlins

item VII sub-total 2.49

VIII THERMAL and MOISTURE PROTECTION1 Roofing and Accessories

( Ordinary Corr. Ga.22 Long Span Pre-painted )2 Insulation

( 10mm Thk. Double Foil Foam )3 Interior Slab Vapor Barrier

item VIII sub-total 4.31

IX DOORS and WINDOWS1 Doors and Windows

item IX sub-total 4.43

X CEILING WORKS1 4.5mm Thk. Hardiflex Board on Lite Metal Frames ( Two Sides )

item X sub-total 7.39

XI TILE WORKS1 300mm x 300mm Ceramic Floor Tiles2 200mm x 200mm Ceramic Floor Tiles3 200mm x 200mm Ceramic Wall Tiles ( 1.55m Ht. )

item XI sub-total 5.74

XII METAL WORKS1 Railings and Balustrades

item XV sub-total 2.25

XIII PAINTING WORKS1 Masonry Walls2 Ceiling

item XII sub-total 8.62

XIV ELECTRICAL WORKS1 Rough-in2 Fixtures

item XIII sub-total 9.48

XV PLUMBING WORKS1 Potable Water2 Waste Water Line & Storm Drainage3 Fixtures4 Septic Tank5 Catch Basin6 Grease Trap

item XIV sub-total 10.50

TOTAL AMOUNT 100.00

Unit Quantity Unit Price Amout ( P ) ( P )

lot 1.00 21,269.04 21,269.04 lot 1.00 21,560.76 21,560.76

42,829.80

sq.m. 294.00 14.12 4,150.38 cu.m. 77.90 1,277.74 99,529.56 cu.m. 8.03 1,325.01 10,634.52 cu.m. 44.10 665.10 29,331.12 cu.m. 15.00 1,150.08 17,251.26

160,896.84

cu.m. 9.94 4,947.14 49,154.82 cu.m. 8.56 4,947.14 42,352.50 cu.m. 16.50 4,947.14 81,627.87 cu.m. 12.76 4,947.14 63,113.19 cu.m. 0.96 4,947.14 4,749.26 cu.m. 63.60 4,947.14 314,638.34

555,635.97

lgth. 377.00 604.72 227,979.18 lgth. 1,716.00 183.81 315,426.23 lgth. 532.00 604.72 321,710.67 lgth. 156.00 60.18 9,388.08 kgs. 216.00 60.18 12,998.88

887,503.04

sq.m. 73.38 1,273.81 93,472.39 sq.m. 1,459.35 471.43 687,984.49 sq.m. 2,918.71 98.42 287,264.64 sq.m. 2,860.12 36.24 103,640.16

1,172,361.68

sq.m. 355.90 1,154.94 411,040.11 411,040.11

lgths. 23.00 2,631.76 60,530.57 lgths. 48.00 2,482.00 119,135.80

179,666.37

sq.m. 266.96 952.89 254,379.84

sq.m. 266.96 127.56 34,051.68

sq.m. 294.00 75.73 22,263.54 310,695.06

lot 1.00 319,300.80 319,300.80 319,300.80

sq.m. 533.91 997.94 532,813.32 532,813.32

sq.m. 375.80 775.91 291,587.40 sq.m. 25.20 1,046.17 26,363.48 sq.m. 117.18 818.46 95,906.93

413,857.81

li.m. 87.93 1,844.56 162,196.32 162,196.32

sq.m. 2,136.54 229.60 490,540.44 sq.m. 533.91 245.18 130,902.72

621,443.16

lot 1.00 431,817.20 431,817.20 lot 1.00 252,046.08 252,046.08

683,863.28

lot 1.00 112,935.42 112,935.42 lot 1.00 158,350.92 158,350.92 lot 1.00 321,687.60 321,687.60

units 2.00 45,605.00 91,210.00 units 8.00 6,087.25 48,698.00 units 4.00 6,062.00 24,248.00

757,129.94

7,211,233.51

Poject : PROPOSED TWO (2) STOREY BUILDING (DUPLEX TYPE)Locatio : Lapasan, Cagayan de Oro CityOwner : Mr. Rolando G. Gironella, III

I. GENERAL REQUIREME1) Mobilization and Demobilization

Quantity : 1.00 lotUnit Cost : P 21,269.04 '/lot

Equipment :1 '- Service Vehicle '- 4.00 days @ P 1,000.00 '/day =

PManpower :

1 '- Project Engineer '- 4.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 4.00 days @ P 400.00 '/day = 1 '- Service Driver '- 4.00 days @ P 250.00 '/day = 8 '- Laborer '- 4.00 days @ P 220.00 '/day =

P

DIRECT COST :Equipment : P 4,000.00 Manpower : P 12,040.00

P 16,040.00

INDIRECT COST :15% OCM ': P 2,406.00 15% CP ': P 2,406.00 2% Tax ': P 417.04

P 5,229.04

TOTAL COST ': P 21,269.04 Unit Cost ': P 21,269.04 '/lot

2) Temporary FacilitiesQuantity : 1.00 lotUnit Cost : P 21,560.76 '/lot

Materials : 1.00 lot Miscellaenous Materials '@ P ### '/lot = P

P


PManpower :


P

DIRECT COST :Materials : P 10,000.00 Equipment : P 2,000.00 Manpower : P 4,260.00

P 16,260.00


P 5,300.76


II. EARTHWORKS1) Site Clearing and Grubbing

Quantity : 294.00 sq.m.Unit Cost : P 14.12 '/sq.m.


PManpower :


P


P 3,130.00

INDIRECT COST :15% OCM ': P 469.50 15% CP ': P 469.50 2% Tax ': P 81.38

P 1,020.38

TOTAL COST ': P 4,150.38 Unit Cost ': P 14.12 '/sq.

2) Structural ExcavationQuantity : 77.90 cu.m.Unit Cost : P 1,277.74 '/cu.m.

Equipment :1 '- Backho '- 6.00 days @ P 8,500.00 '/day = 1 '- Service Vehicle '- 6.00 days @ P 1,000.00 '/day =

PManpower :


P

DIRECT COST :

Equipment : P 57,000.00 Manpower : P 18,060.00

P 75,060.00

INDIRECT COST :15% OCM ': P 11,259.00 15% CP ': P 11,259.00 2% Tax ': P 1,951.56

P 24,469.56

TOTAL COST ': P 99,529.56 Unit Cost ': P 1,277.74 '/cu.

3) Structural Backfill and CompactionQuantity : 8.03 cu.m.Unit Cost : P 1,325.01 '/cu.m.


PManpower :


P


P 8,020.00


P 2,614.52


4) Earthfill and CompactionQuantity : 44.10 cu.m.Unit Cost : P 665.10 '/cu.m.

Equipment :1 '- Compactor '- 4.00 day @ P 2,400.00 '/day = 1 '- Service Vehicle '- 4.00 day @ P 1,000.00 '/day =

PManpower :

1 '- Project Engineer '- 4.00 day @ P 600.00 '/day = 1 '- Construction Foreman '- 4.00 day @ P 400.00 '/day = 1 '- Service Driver '- 4.00 days @ P 250.00 '/day = 4 '- Laborer '- 4.00 day @ P 220.00 '/day =

P

DIRECT COST :


P 22,120.00


P 7,211.12

TOTAL COST ': P 29,331.12 Unit Cost ': P 665.10 '/cu.

5) Gravel BeddingQuantity : 15.00 cu.m.Unit Cost : P 1,150.08 '/cu.m.

Materials : 15.00 cu.m. Gravel '@ P 450.00 '/cu.m.=

PEquipment :

1 '- Service Vehicle '- 2.00 day @ P 1,000.00 '/day = P

Manpower :1 '- Project Engineer '- 2.00 day @ P 600.00 '/day = 1 '- Construction Foreman '- 2.00 day @ P 400.00 '/day = 1 '- Service Driver '- 2.00 day @ P 250.00 '/day = 4 '- Laborer '- 2.00 day @ P 220.00 '/day =

P


P 13,010.00


P 4,241.26


III. CONCRETE WORK1) Footings

Quantity : 9.94 cu.m.Unit Cost : P 4,947.14 '/cu.m.Materials : 10.00 cu.m. ¾"Ø Gravel '@ P 450.00 '/cu.m.= 5.00 cu.m. Washed Sand '@ P 450.00 '/cu.m.= 90.00 bags Portland Cement '@ P 220.00 '/bag =

PEquipment :

1 '- Bagger Mixer '- 2.00 days @ P 750.00 '/day =

1 '- Concrete Vibrator '- 2.00 days @ P 500.00 '/day = 1 '- Service Vehicle '- 2.00 days @ P 1,000.00 '/day =

PManpower :


P


P 37,070.00


P 12,084.82


2) Wall FootingsQuantity : 8.56 cu.m.Unit Cost : P 4,947.14 '/cu.m.

3) ColumnsQuantity : 16.50 cu.m.Unit Cost : P 4,947.14 '/cu.m.

4) BeamsQuantity : 12.76 cu.m.Unit Cost : P 4,947.14 '/cu.m.

5) StairsQuantity : 0.96 cu.m.Unit Cost : P 4,947.14 '/cu.m.

6) Interior SlabQuantity : 63.60 cu.m.Unit Cost : P 4,947.14 '/cu.m.

IV. REINFORCING STEEL BA1) 16mmØ Deformed Bars Gr.40

Quantity : 377.00 lgth.Unit Cost : P 604.72 '/lgth.

Materials : 377.00 lgths. 16mmØ x 6m Deformed Bars Gr.40 '@ P 240.00 '/lgth.= 5.00 pcs. 14"Ø Cut-off Blade '@ P 750.00 '/pc. =

PEquipment :

1 '- Bar Cutter '- 15.00 days @ P 350.00 '/day =

1 '- Cut-off Machine '- 15.00 days @ P 500.00 '/day = 1 '- Service Vehicle '- 15.00 days @ P 1,000.00 '/day =

PManpower :

1 '- Project Engineer '- 15.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 15.00 days @ P 400.00 '/day = 1 '- Service Driver '- 15.00 days @ P 250.00 '/day = 4 '- Steelmen '- 15.00 days @ P 300.00 '/day = 4 '- Laborer '- 15.00 days @ P 220.00 '/day =

P


P 171,930.00


P 56,049.18

TOTAL COST ': P 227,979.18 Unit Cost ': P 604.72 '/lgth

2) 10mmØ Deformed Bars Gr.33 Quantity : 1,716.00 lgth.Unit Cost : P 183.81 '/lgth.

Materials : 1,716.00 lgths. 10mmØ x 6m Deformed Bars Gr.33 '@ P 108.00 '/lgth.= 1.00 pcs. 14"Ø Cut-off Blade '@ P 750.00 '/pc. =

PEquipment :

1 '- Bar Cutter '- 10.00 days @ P 350.00 '/day = 1 '- Cut-off Machine '- 10.00 days @ P 500.00 '/day = 1 '- Service Vehicle '- 10.00 days @ P 1,000.00 '/day =

PManpower :


P


P 237,878.00


P 77,548.23


3) 20mmØ Deformed Bars Gr.40Quantity : 532.00 lgth.Unit Cost : P 604.72 '/lgth.


PEquipment :


PManpower :


P


P 239,900.00


P 78,207.40


4) 12mmØ Deformed Bars Gr.33Quantity : 156.00 lgth.Unit Cost : P 60.18 '/lgth.


PEquipment :


PManpower :

1 '- Project Engineer '- 3.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 3.00 days @ P 400.00 '/day =

1 '- Service Driver '- 3.00 days @ P 250.00 '/day = 4 '- Steelmen '- 3.00 days @ P 300.00 '/day = 4 '- Laborer '- 3.00 days @ P 220.00 '/day =

P


P 42,936.00


P 13,997.14


5) Tie WiresQuantity : 216.00 kg.Unit Cost : P 60.18 '/kg.

Materials : 216.00 kgs. #16 Tie Wire '@ P 80.00 '/kg. =

PEquipment :


PManpower :


P


P 34,400.00


P 11,214.40

TOTAL COST ': P 45,614.40 Unit Cost ': P 211.18 '/kg.

V. MASONRY WORKS

1) 6" Machine Made CHB with ReinforcementsQuantity : 73.38 sq.m.Unit Cost : P 1,273.81 '/sq.m.

Materials : 954.00 pcs. 6" Machine Made CHB '@ P 12.00 '/pc. = 238.00 lgths. 10mmØ x 6m Deformed Bars Gr.33 '@ P 108.00 '/lgth. = 6.00 cu.m. Washed Sand '@ P 450.00 '/cu.m.= 94.00 bags Portland Cement '@ P 220.00 '/bag = 21.00 kgs. #16 Tie Wire '@ P 60.00 '/kg. =

PEquipment :

1 '- Bar Cutter '- 2.00 days @ P 350.00 '/day = 1 '- Bagger Mixer '- 2.00 days @ P 750.00 '/day = 1 '- Service Vehicle '- 2.00 days @ P 1,000.00 '/day =

PManpower :

1 '- Project Engineer '- 2.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 2.00 days @ P 400.00 '/day = 1 '- Service Driver '- 2.00 days @ P 250.00 '/day = 2 '- Masons '- 2.00 days @ P 280.00 '/day = 2 '- Laborer '- 2.00 days @ P 220.00 '/day =

P


P 70,492.00


P 22,980.39

TOTAL COST ': P 93,472.39 Unit Cost ': P 1,273.81 '/sq.

2) 4" Machine Made CHB with ReinforcementsQuantity : 1,459.35 sq.m.Unit Cost : P 471.43 '/sq.m.

Materials : 18,972.00 pcs. 4" Machine Made CHB '@ P 6.50 '/pc. = 1,038.00 lgths. 10mmØ x 6m Deformed Bars Gr.33 '@ P 108.00 '/lgth. = 42.00 cu.m. Washed Sand '@ P 450.00 '/cu.m.= 780.00 bags Portland Cement '@ P 220.00 '/bag = 59.00 kgs. #16 Tie Wire '@ P 80.00 '/kg. =

PEquipment :

1 '- Bar Cutter '- 12.00 days @ P 350.00 '/day = 1 '- Bagger Mixer '- 12.00 days @ P 750.00 '/day = 1 '- Service Vehicle '- 12.00 days @ P 1,000.00 '/day =

PManpower :

1 '- Project Engineer '- 12.00 days @ P 600.00 '/day =

1 '- Construction Foreman '- 12.00 days @ P 400.00 '/day = 1 '- Service Driver '- 12.00 days @ P 250.00 '/day = 8 '- Masons '- 12.00 days @ P 280.00 '/day = 8 '- Laborer '- 12.00 days @ P 220.00 '/day =

P


P 518,842.00


P 169,142.49


3) PlasteringQuantity : 2,918.71 sq.m.Unit Cost : P 98.42 '/sq.m.Materials : 30.00 cu.m. Washed Sand '@ P 450.00 '/cu.m.= 287.00 bags Portland Cement '@ P 220.00 '/bag =

PEquipment :

1 '- Bagger Mixer '- 20.00 days @ P 750.00 '/day = 1 '- Service Vehicle '- 20.00 days @ P 1,000.00 '/day =

PManpower :

1 '- Project Engineer '- 20.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 20.00 days @ P 400.00 '/day = 1 '- Service Driver '- 20.00 days @ P 250.00 '/day = 8 '- Masons '- 20.00 days @ P 280.00 '/day = 8 '- Laborer '- 20.00 days @ P 220.00 '/day =

PDIRECT COST :

Materials : P 76,640.00 Equipment : P 35,000.00 Manpower : P 105,000.00

P 216,640.00


P 70,624.64


4) Plain Cement FinishQuantity : 2,860.12 sq.m.Unit Cost : P 36.24 '/sq.m.

Materials : 128.00 bags Portland Cement '@ P 220.00 '/bag =

PEquipment :

1 '- Service Vehicle '- 8.00 days @ P 1,000.00 '/day = P

Manpower :1 '- Project Engineer '- 8.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 8.00 days @ P 400.00 '/day = 1 '- Service Driver '- 8.00 days @ P 250.00 '/day = 8 '- Masons '- 8.00 days @ P 280.00 '/day = 8 '- Laborer '- 8.00 days @ P 220.00 '/day =

P


P 78,160.00


P 25,480.16


VI. FORMWORKS and SCAFFOLDINGS1) Ordinary Plywood and Coco Lumber

Quantity : 355.90 sq.m.Unit Cost : P 1,154.94 '/sq.m.

Materials : 9,082.00 bd. ft. 2" x 2" Coco Lumber '@ P 12.00 '/bd.ft. 2,853.00 bd. ft. 2" x 3" Coco Lumber '@ P 12.00 '/bd.ft. 124.00 shts. 6mm Thk. Ordinary Plywood '@ P 240.00 '/sht. = 5.00 box 4" Common Wire Nails '@ P 1,200.00 '/box = 5.00 box 1" Common Wire Nails '@ P 1,201.00 '/kg. =

PEquipment :


Manpower :1 '- Project Engineer '- 20.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 20.00 days @ P 400.00 '/day = 1 '- Service Driver '- 20.00 days @ P 250.00 '/day = 8 '- Carpenters '- 20.00 days @ P 280.00 '/day = 8 '- Laborer '- 20.00 days @ P 220.00 '/day =

P

DIRECT COST :Materials : P 184,985.00 Equipment : P 20,000.00

Manpower : P 105,000.00 P 309,985.00


P 101,055.11


VII. STRUCTURAL STEEL WO1) 1.5mm THK x 2" x 6" C-Purlins

Quantity : 23.00 lgths.Unit Cost : P 2,631.76 '/lgth.

Materials : 23.00 lgths. 1.5mm thk x 2" x 6" C-Purlins '@ P 633.00 '/lgth.= 5.00 kg Fuji Welding Electrode E6012 '@ P 78.00 '/kg = 1.00 tanks Acytelene '@ P 1,650.00 '/tank = 1.00 tanks Industrial Oxygen '@ P 880.00 '/tank = 1.00 gals. Epoxy Zinchromate Primer '@ P 750.00 '/gal. = 1.00 gals. Epoxy Top Coat Paint '@ P 780.00 '/gal. = 1.00 gals. Epoxy Reducer '@ P 490.00 '/gal. = 1.00 pcs. 14"Ø Cut-off Blade '@ P 750.00 '/pc. = 3.00 pcs. 4" Paint Brush '@ P 70.00 '/pc. = 3.00 pcs. 2" Paint Brush '@ P 40.00 '/pc. =

PEquipment :

2 '- Welding Machines '- 3.00 days @ P 500.00 '/day = 1 '- Gas Cutter '- 3.00 days @ P 500.00 '/day = 1 '- Cut-off Machine '- 3.00 days @ P 500.00 '/day = 2 '- Grinder '- 3.00 days @ P 350.00 '/day = 1 '- Delivery Truck '- 1.00 trips @ P 500.00 '/trip = 1 '- Service Vehicle '- 3.00 days @ P 1,000.00 '/day =

PManpower :

1 '- Project Engineer '- 3.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 3.00 days @ P 400.00 '/day = 1 '- Service Driver '- 3.00 days @ P 250.00 '/day = 6 '- Welder '- 3.00 days @ P 320.00 '/day = 6 '- Laborer '- 3.00 days @ P 220.00 '/day =

P


P 45,649.00


P 14,881.57

TOTAL COST ': P 60,530.57 Unit Cost ': P 2,631.76 '/lgths.

2) 1.5mm THK x 2" x 3" C-PurlinsQuantity : 48.00 lgth.Unit Cost : P 2,482.00 '/lgth.

Materials : 48.00 lgths. 1.5mm thk x 2" x 3" C-Purlins '@ P 552.00 '/lgth.= 2.00 boxes Fuji Welding Electrode E6012 '@ P 1,700.00 '/box = 1.00 tanks Acytelene '@ P 1,650.00 '/tank = 1.00 tanks Industrial Oxygen '@ P 880.00 '/tank = 3.00 gals. Epoxy Zinchromate Primer '@ P 750.00 '/gal. = 3.00 gals. Epoxy Top Coat Paint '@ P 780.00 '/gal. = 3.00 gals. Epoxy Reducer '@ P 490.00 '/gal. = 2.00 pcs. 14"Ø Cut-off Blade '@ P 750.00 '/pc. = 2.00 pcs. 4" Paint Brush '@ P 70.00 '/pc. = 2.00 pcs. 2" Paint Brush '@ P 40.00 '/pc. =

PEquipment :

2 '- Welding Machines '- 6.00 days @ P 500.00 '/day = 1 '- Gas Cutter '- 6.00 days @ P 500.00 '/day = 1 '- Cut-off Machine '- 6.00 days @ P 500.00 '/day = 2 '- Grinder '- 6.00 days @ P 350.00 '/day = 1 '- Delivery Truck '- 1.00 trips @ P 500.00 '/trip = 1 '- Service Vehicle '- 6.00 days @ P 1,000.00 '/day =

PManpower :


P


P 89,846.00


P 29,289.80

TOTAL COST ': P 119,135.80 Unit Cost ': P 2,482.00 '/lgth

VIII. THERMAL and MOISTURE PROTECTION1) Roofing and Accessories


Materials : 251.00 li.m. Ga.22 x 6' Ord. Corr. Pre-painted Roofing '@ P 350.00 '/li.m. = 5.00 pcs. Ga.22 x 24" Pre-painted Ridge Roll '@ P 940.00 '/pc. = 19.00 pcs. Ga.22 x 36" Pre-painted Spanish Gutter '@ P 1,395.00 '/pc. = 22.00 pcs. Ga.22 x 36" Pre-painted Side Flashing '@ P 1,395.00 '/pc. = 18.00 pcs. Ga.22 x 24" Pre-painted Wall Flashing '@ P 940.00 '/pc. = 1,004.00 pcs. 2½" Metal Tekscrew '@ P 3.00 '/pc. = 1,004.00 pcs. ⅛"Ø x ⅜" Blind Rivets '@ P 0.75 '/pc. = 4.00 tubes Silicon Sealant '@ P 175.00 '/tube = 1.00 qrt. Touch-up Paint '@ P 120.00 '/qrt. = 2.00 pcs. Paint Brush ½" '@ P 25.00 '/pc. = 2.00 pcs. ⅛"Ø Steel Drill Bit '@ P 50.00 '/pc. =

PEquipment :

2 '- Hand Drill '- 4.00 days @ P 350.00 '/day = 1 '- Service Vehicle '- 4.00 days @ P 1,000.00 '/day =

PManpower :

1 '- Project Engineer '- 4.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 4.00 days @ P 400.00 '/day = 1 '- Service Driver '- 4.00 days @ P 250.00 '/day = 4 '- Roofing Installer '- 4.00 days @ P 320.00 '/day = 4 '- Laborer '- 4.00 days @ P 220.00 '/day =

P


P 191,840.00


P 62,539.84


2) InsulationQuantity : 266.96 sq.m.Unit Cost : P 127.56 '/sq.m.

Materials : 4.00 rolls 10mm x 1m x 50m Double Foil Foam '@ P 5,100.00 '/roll = 5.00 rolls 3" Packaging Tape '@ P 50.00 '/roll = 1.00 roll #16 Tie Wire '@ P 1,700.00 '/roll =

PEquipment :


Manpower :1 '- Project Engineer '- 1.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 1.00 days @ P 400.00 '/day = 1 '- Service Driver '- 1.00 days @ P 250.00 '/day = 2 '- Roofing Installer '- 1.00 days @ P 320.00 '/day =

2 '- Laborer '- 1.00 days @ P 220.00 '/day = P


P 25,680.00


P 8,371.68


3) Interior Slab Vapor BarrierQuantity : 294.00 sq.m.Unit Cost : P 75.73 '/sq.m.

Materials : 4.00 rolls 1.2m x 50m Polyprophelene '@ P 3,500.00 '/roll = 2.00 rolls 3" Packaging Tape '@ P 50.00 '/roll =

PEquipment :


Manpower :1 '- Project Engineer '- 1.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 1.00 days @ P 400.00 '/day = 1 '- Service Driver '- 1.00 days @ P 250.00 '/day = 2 '- Laborer '- 1.00 days @ P 220.00 '/day =

P


P 16,790.00


P 5,473.54


IX. DOORS and WINDOWS1) Doors and Windows

Quantity : 1.00 lotUnit Cost : P 319,300.80 '/lotMaterials : 4.00 sets 0.90m x 2.10m Panel Door '@ P 4,000.00 '/set =

18.00 sets 0.70m x 2.10m Hollow Core Door '@ P 2,000.00 '/set = 4.00 sets 0.80m x 2.10m Panel Door '@ P 2,500.00 '/set = 14.00 sets 0.60m x 2.10m PVC Door '@ P 1,800.00 '/set = 2.00 sets 0.60m x 2.10m Panel Door '@ P 2,900.00 '/set = 18.00 sets 2-Panel at 0.8m x 1.2m Casement Window '@ P 5,200.00 '/set =

8.00 sets 0.80m x 1.20m Casement Window '@ P 2,600.00 '/set = 2.00 sets 0.80m x 0.90m Casement Window '@ P 2,300.00 '/set =

PEquipment :


PManpower :

1 '- Project Engineer '- 8.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 8.00 days @ P 400.00 '/day = 1 '- Service Driver '- 8.00 days @ P 250.00 '/day = 2 '- Installer '- 8.00 days @ P 280.00 '/day = 2 '- Helper '- 8.00 days @ P 220.00 '/day =

P


P 240,800.00


P 78,500.80


X. CEILING WORK1) 4.5mm Thk. Hardiflex Board on Lite Metal Frames ( Two Sides )


Materials : 186.00 shts. 4.5mm thk. x 1.2m x 2.4m Hardiflex Board '@ P 425.00 '/sht . = 1,900.00 pcs. 1" Hardiflex Screw '@ P 1.50 '/pc. = 534.00 sq.m. Lite Metal Frames '@ P 480.00 '/sq.m.=

PEquipment :


PManpower :

1 '- Project Engineer '- 12.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 12.00 days @ P 400.00 '/day = 1 '- Service Driver '- 12.00 days @ P 250.00 '/day = 4 '- Installer '- 12.00 days @ P 280.00 '/day = 4 '- Helper '- 12.00 days @ P 220.00 '/day =

P


P 401,820.00


P 130,993.32


XI. TILE WORKS1) 300mm x 300mm Ceramic Floor Tiles


Materials : 4,176.00 pcs. 300mm x 300mm Ceramic Floor Tiles '@ P 25.00 '/pc. = 4.00 cu.m. Washed Sand '@ P 450.00 '/cu.m.= 37.00 bags Portland Cement '@ P 220.00 '/bag = 20.00 kgs. ABC Grout '@ P 28.00 '/kg. =

PEquipment :


Manpower :1 '- Project Engineer '- 20.00 day @ P 600.00 '/day = 1 '- Construction Foreman '- 20.00 day @ P 400.00 '/day = 1 '- Service Driver '- 20.00 day @ P 250.00 '/day = 6 '- Mason '- 20.00 day @ P 280.00 '/day = 6 '- Helper '- 20.00 day @ P 220.00 '/day =

P


P 219,900.00


P 71,687.40


2) 200mm x 200mm Ceramic Floor TilesQuantity : 25.20 sq.m.

Unit Cost : P 1,046.17 '/sq.m.

Materials : 630.00 pcs. 200mm x 200mm Ceramic Floor Tiles '@ P 12.00 '/pc. = 1.00 cu.m. Washed Sand '@ P 450.00 '/cu.m.= 3.00 bags Portland Cement '@ P 220.00 '/bag = 3.00 kgs. ABC Grout '@ P 28.00 '/kg. =

PEquipment :



P


P 40,254.00


P 13,122.80


3) 200mm x 200mm Ceramic Wall TilesQuantity : 117.18 sq.m.Unit Cost : P 818.46 '/sq.m.

Materials : 2,930.00 pcs. 200mm x 200mm Ceramic Wall Tiles '@ P 12.00 '/pc. = 2.00 cu.m. Washed Sand '@ P 450.00 '/cu.m.= 12.00 bags Portland Cement '@ P 220.00 '/bag = 49.00 pcs. Tile Trim '@ P 40.00 '/pc. = 6.00 kgs. ABC Grout '@ P 28.00 '/kg. =

PEquipment :



P


P 72,328.00


P 23,578.93


XII. METAL WORKS1) Railings and Balustrades

Quantity : 87.93 li.m.Unit Cost : P 1,844.56 '/li.m.

Materials : 15.00 length 2"Ø G.I. Pipe Sch.20 '@ P 2,600.00 '/lgth. = 16.00 length 1½"Ø G.I. Pipe Sch.20 '@ P 1,400.00 '/lgth. = 28.00 length ¼" x 2" x 6m Flat Bar '@ P 410.00 '/lgth. = 2.00 box Welding Electrode E6012 '@ P 1,700.00 '/box = 2.00 gals. Epoxy Zinchromate Primer '@ P 750.00 '/gal. = 2.00 gals. Epoxy Top Coat '@ P 780.00 '/gal. = 2.00 gals. Epoxy Reducer '@ P 490.00 '/gal. = 6.00 pcs. Paint Brush '@ P 40.00 '/pc. = 3.00 pcs. 14"Ø Cut-off Wheel Blade '@ P 550.00 '/pc. = 6.00 pcs. 4"Ø Grinding Disc '@ P 75.00 '/pc. =

PEquipment :

2 '- Welding Machine '- 6.00 days @ P 500.00 '/day = 1 '- Cut-off Machine '- 6.00 days @ P 500.00 '/day = 2 '- Grinder '- 6.00 days @ P 350.00 '/day = 1 '- Service Vehicle '- 6.00 days @ P 1,000.00 '/day =

PManpower :


P


P 122,320.00


P 39,876.32

TOTAL COST ': P 162,196.32 Unit Cost ': P 1,844.56 '/li.m

XIII. PAINTING WORKS1) Masonry Walls

Quantity : 2,136.54 sq.m.Unit Cost : P 229.60 '/sq.m.

Materials : 86.00 gals. Concrete Neutralizer '@ P 360.00 '/gal. = 107.00 gals. Concrete Primer '@ P 520.00 '/gal. = 10.00 gals. Concrete Putty '@ P 500.00 '/gal. = 292.00 gals. Semi-gloss Latex '@ P 480.00 '/gal. = 29.20 gals. Thinner '@ P 350.00 '/gal. = 12.00 pcs. 9" Paint Roller '@ P 90.00 '/pc. = 12.00 pcs. 2" Paint Brush '@ P 40.00 '/pc. = 100.00 pcs. #120 sand Paper '@ P 14.00 '/pc. = 30.00 rolls Masking Tape 1" '@ P 28.00 '/roll = 8.00 pcs. Paint Tray '@ P 70.00 '/pc. =

PManpower :

1 '- Project Engineer '- 30.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 30.00 days @ P 400.00 '/day = 8 '- Painter '- 30.00 days @ P 280.00 '/day = 4 '- Laborer '- 30.00 days @ P 220.00 '/day =

P

DIRECT COST :Materials : P 246,340.00 Manpower : P 123,600.00

P 369,940.00


P 120,600.44


2) CeilingQuantity : 533.91 sq.m.Unit Cost : P 245.18 '/sq.m.

Materials : 27.00 gal. Concrete Primer '@ P 520.00 '/gal. = 1.00 gals. Concrete Putty '@ P 500.00 '/gal. = 73.00 gals. Flat Latex '@ P 480.00 '/gal. = 2.00 pcs. 9" Paint Roller '@ P 90.00 '/pc. = 2.00 pcs. 2" Paint Brush '@ P 40.00 '/pc. = 20.00 pcs. #120 sand Paper '@ P 14.00 '/pc. =

PManpower :

1 '- Project Engineer '- 15.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 15.00 days @ P 400.00 '/day = 8 '- Painter '- 15.00 days @ P 280.00 '/day =

P

DIRECT COST :Materials : P 50,120.00 Manpower : P 48,600.00

P 98,720.00


P 32,182.72


XIV.ELECTRICAL WOR1) Rough-in


Materials : 4.00 units 1 Main; 8-Branches Panel Boards '@ P 4,000.00 '/set = 10.00 units 1 Main; 4-Branches Panel Boards '@ P 2,800.00 '/set = 6.00 rolls 3.5 sq.mm. THW Wire '@ P 2,400.00 '/set = 4.00 rolls 5.5 sq.mm. THW Wire '@ P 3,200.00 '/set = 20.00 rolls Electrical Tape '@ P 30.00 '/roll = 18.00 pcs. 4" x 4" Junction Box '@ P 38.00 '/pc. = 144.00 pcs. 4" x 2" Utility Box '@ P 25.00 '/pc. = 14.00 sets 1"Ø Entrance Cap Assembly '@ P 3,000.00 '/lgth. = 28.00 lengths RSC Pipe 1"Ø '@ P 1,400.00 '/lgth. = 6.00 rolls Flexible Pipe ½"Ø '@ P 700.00 '/lgth. = 140.00 meters THW Wire No.6 '@ P 250.00 '/roll = 42.00 meters Bare Wire No.8 '@ P 85.00 '/roll =

PEquipment :


Manpower :1 '- Project Engineer '- 40.00 days @ P 600.00 '/day = 1 '- Electrical Engineer '- 40.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 40.00 days @ P 400.00 '/day = 1 '- Electrician '- 40.00 days @ P 320.00 '/day = 1 '- Helper '- 40.00 days @ P 220.00 '/day =

P


P 325,654.00

INDIRECT COST :

15% OCM ': P 48,848.10 15% CP ': P 48,848.10 2% Tax ': P 8,467.00

P 106,163.20


2) FixturesQuantity : 1.00 lotUnit Cost : P 252,046.08 '/lot

Materials : 14.00 sets Electric Power Meter '@ P 3,000.00 '/set = 14.00 sets 100A Circuit Breaker '@ P 1,200.00 '/set = 72.00 sets 20A Circuit Breaker '@ P 750.00 '/set = 112.00 sets Light Outlet w/ Incandescent Lamp '@ P 280.00 '/set = 18.00 sets A.C.U. Outlet '@ P 400.00 '/set = 4.00 sets Range Outlet '@ P 400.00 '/set = 14.00 sets 1 Gang Switch '@ P 90.00 '/set = 22.00 sets 2 Gang Switch '@ P 180.00 '/set = 18.00 sets 3 Gang Switch '@ P 220.00 '/set = 68.00 sets 2 Gang Convenience Outlet '@ P 180.00 '/set =

PEquipment :


Manpower :1 '- Project Engineer '- 5.00 days @ P 600.00 '/day = 1 '- Electrical Engineer '- 5.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 5.00 days @ P 400.00 '/day = 1 '- Electrician '- 5.00 days @ P 320.00 '/day = 1 '- Helper '- 5.00 days @ P 220.00 '/day =

P


P 190,080.00


P 61,966.08


XV. PLUMBING WORKS1) Potable Water


Materials :

44.00 pcs. ½"Ø PVC Eslon Blue '@ P 560.00 '/lgth. = 30.00 pcs. ½"Ø PVC Tee '@ P 25.00 '/set = 22.00 pcs. ½"Ø PVC Elbow '@ P 25.00 '/pc. = 18.00 pcs. ½"Ø PVC Elbow w/ Thread '@ P 25.00 '/pc. = 24.00 pcs. ½"Ø PVC Elbow Coupling '@ P 25.00 '/pc. = 18.00 pcs. ½"Ø Male Adaptor '@ P 30.00 '/pc. = 6.00 pcs. ½"Ø Gate Valve '@ P 480.00 '/set = 6.00 pcs. ½"Ø Check Valve '@ P 620.00 '/set = 6.00 pcs. Water Meter '@ P 2,500.00 '/set = 8.00 cans Solvent Cement '@ P 180.00 '/can = 8.00 rolls Teflon Tape '@ P 35.00 '/roll =

PEquipment :


Manpower :1 '- Project Engineer '- 12.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 12.00 days @ P 400.00 '/day = 2 '- Plumbers '- 12.00 days @ P 320.00 '/day = 1 '- Helper '- 12.00 days @ P 220.00 '/day =

P


P 85,170.00


P 27,765.42


2) Waste Water Line & Storm DrainageQuantity : 1.00 lotUnit Cost : P 158,350.92 '/lot

Materials : 42.00 pcs. 4"Ø PVC Sanitary Pipe '@ P 450.00 '/pc. = 28.00 pcs. 3"Ø PVC Sanitary Pipe '@ P 420.00 '/pc. = 42.00 pcs. 2"Ø PVC Sanitary Pipe '@ P 400.00 '/pc. = 24.00 pcs. 4"Ø x 4"Ø PVC Wye '@ P 65.00 '/pc. = 14.00 pcs. 4"Ø x 3"Ø PVC Wye '@ P 65.00 '/pc. = 14.00 pcs. 4"Ø x 2"Ø PVC Wye '@ P 65.00 '/pc. = 20.00 pcs. 4"Ø x 90° PVC Elbow '@ P 65.00 '/pc. = 10.00 pcs. 4"Ø x 45° PVC Elbow '@ P 65.00 '/pc. = 24.00 pcs. 3"Ø x 90° PVC Elbow '@ P 55.00 '/pc. = 18.00 pcs. 2"Ø x 90° PVC Elbow '@ P 55.00 '/pc. = 14.00 pcs. 2"Ø x 45° PVC Elbow '@ P 55.00 '/pc. = 22.00 pcs. 2"Ø PVC Tee '@ P 55.00 '/pc. = 14.00 pcs. 3"Ø P-Trap '@ P 90.00 '/pc. = 18.00 pcs. 4"Ø PVC Clean-out '@ P 65.00 '/pc. = 6.00 pcs. 4"Ø PVC Tee '@ P 65.00 '/pc. =

52.00 pcs. 6"Ø RC Pipe '@ P 450.00 '/pc. = 10.00 cans Solvent Cement '@ P 180.00 '/can =

PEquipment :



P


P 119,420.00


P 38,930.92


3) FixturesQuantity : 1.00 lotUnit Cost : P 321,687.60 '/lot

Materials : 14.00 set '@ P 6,000.00 '/set =

4.00 set '@ P 4,500.00 '/set =

10.00 set Lavatory Counter Type '@ P 6,000.00 '/set = 4.00 set '@ P 4,500.00 '/set =

4.00 set Laundry Sink w/ P-Trap '@ P 3,000.00 '/set = 14.00 pcs. 4"Ø Floor Drain '@ P 200.00 '/pc. = 8.00 pcs. 3"Ø Basket Strainer (Doom Type) '@ P 200.00 '/pc. =

PEquipment :



P

DIRECT COST :Materials : P 196,400.00

Water Closet w/ Flexible Hose & Angle Valve

Lavatory (Wall Hang) w/ Flex. Hose, Angle Valve, Faucet & P-Trap

Kitchen Sink w/ Flex. Hose, Angle Valve, Faucet & P-Trap


P 242,600.00


P 79,087.60


4) Septic TankQuantity : 2.00 unitsUnit Cost : P 45,605.00 '/unit

Materials : 5.00 cu.m. ¾"Ø Gravel '@ P 450.00 '/cu.m.= 6.00 cu.m. Washed Sand '@ P 450.00 '/cu.m.= 100.00 bags Portland Cement '@ P 220.00 '/bag = 493.00 length 10mmØ x 6m Deformed Bars Gr.33 '@ P 108.00 '/lgth.= 618.00 pcs. 6" Machine Made CHB '@ P 12.00 '/pc. = 45.00 kgs. #16 Tie Wire '@ P 80.00 '/kg. =

PEquipment :


Manpower :1 '- Project Engineer '- 6.00 days @ P 600.00 '/day = 1 '- Construction Foreman '- 6.00 days @ P 400.00 '/day = 2 '- Plumbers/Masons '- 6.00 days @ P 320.00 '/day = 4 '- Helper '- 6.00 days @ P 220.00 '/day =

P


P 112,330.00


P 36,619.58

TOTAL COST ': P 148,949.58 Unit Cost ': P 74,474.79 '/unit

4) Catch BasinQuantity : 8.00 unitsUnit Cost : P 6,087.25 '/unit

Materials : 1.00 cu.m. ¾"Ø Gravel '@ P 450.00 '/cu.m.= 2.00 cu.m. Washed Sand '@ P 450.00 '/cu.m.=

28.00 bags Portland Cement '@ P 220.00 '/bag = 335.00 length 10mmØ x 6m Deformed Bars Gr.33 '@ P 108.00 '/lgth.= 204.00 pcs. 6" Machine Made CHB '@ P 12.00 '/pc. = 32.00 kgs. #16 Tie Wire '@ P 80.00 '/kg. =

PEquipment :



P


P 76,858.00


P 25,055.71


5) Grease TrapQuantity : 4.00 unitsUnit Cost : P 6,062.00 '/unit

Materials : 1.00 cu.m. ¾"Ø Gravel '@ P 450.00 '/cu.m.= 3.00 cu.m. Washed Sand '@ P 450.00 '/cu.m.= 39.00 bags Portland Cement '@ P 220.00 '/bag = 83.00 lgths. 10mmØ x 6m Deformed Bars Gr.33 '@ P 108.00 '/lgth.= 362.00 pcs. 6" Machine Made CHB '@ P 12.00 '/pc. = 7.00 kgs. #16 Tie Wire '@ P 80.00 '/kg. =

PEquipment :



P


P 38,328.00


P 12,494.93


4,000.00 4,000.00

2,400.00 1,600.00 1,000.00 7,040.00 12,040.00

10,000.00 10,000.00

2,000.00 2,000.00

1,200.00 800.00 500.00 1,760.00 4,260.00

1,000.00 1,000.00

600.00 400.00 250.00 880.00 2,130.00

51,000.00 6,000.00 57,000.00

3,600.00 2,400.00 1,500.00 10,560.00 18,060.00

2,000.00 2,000.00

1,200.00 800.00 500.00 3,520.00 6,020.00

9,600.00 4,000.00 13,600.00

2,400.00 1,600.00 1,000.00 3,520.00 8,520.00

6,750.00 6,750.00

2,000.00 2,000.00

1,200.00 800.00 500.00 1,760.00 4,260.00

4,500.00 2,250.00 19,800.00 26,550.00

1,500.00

1,000.00 2,000.00 4,500.00

1,200.00 800.00 500.00 3,520.00 6,020.00

90,480.00 3,750.00 94,230.00

5,250.00

7,500.00 15,000.00 27,750.00

9,000.00 6,000.00 3,750.00 18,000.00 13,200.00 49,950.00

185,328.00 750.00 186,078.00

3,500.00 5,000.00 10,000.00 18,500.00

6,000.00 4,000.00 2,500.00 12,000.00 8,800.00 33,300.00

170,240.00 7,500.00 177,740.00

4,200.00 6,000.00 12,000.00 22,200.00

7,200.00 4,800.00 3,000.00 14,400.00 10,560.00 39,960.00

25,896.00 1,500.00 27,396.00

1,050.00 1,500.00 3,000.00 5,550.00

1,800.00 1,200.00

750.00 3,600.00 2,640.00 9,990.00

17,280.00 17,280.00

1,400.00 2,000.00 4,000.00 7,400.00

2,400.00 1,600.00 1,000.00 1,200.00 3,520.00 9,720.00

11,448.00 25,704.00 2,700.00 20,680.00 1,260.00 61,792.00

700.00 1,500.00 2,000.00 4,200.00

1,200.00 800.00 500.00 1,120.00 880.00 4,500.00

123,318.00 112,104.00 18,900.00 171,600.00 4,720.00 430,642.00

4,200.00 9,000.00 12,000.00 25,200.00

7,200.00

4,800.00 3,000.00 26,880.00 21,120.00 63,000.00

13,500.00 63,140.00 76,640.00

15,000.00 20,000.00 35,000.00

12,000.00 8,000.00 5,000.00 44,800.00 35,200.00 105,000.00

28,160.00 28,160.00

8,000.00 8,000.00

4,800.00 3,200.00 2,000.00 17,920.00 14,080.00 42,000.00

108,984.00 34,236.00 29,760.00 6,000.00 6,005.00 184,985.00

20,000.00 20,000.00

12,000.00 8,000.00 5,000.00 44,800.00 35,200.00 105,000.00

14,559.00 390.00 1,650.00 880.00 750.00 780.00 490.00 750.00 210.00 120.00 20,579.00

3,000.00 1,500.00 1,500.00 2,100.00 500.00 3,000.00 11,600.00

1,800.00 1,200.00 750.00 5,760.00 3,960.00 13,470.00

26,496.00 3,400.00 1,650.00 880.00 2,250.00 2,340.00 1,470.00 1,500.00 140.00 80.00 40,206.00

6,000.00 3,000.00 3,000.00 4,200.00 500.00 6,000.00 22,700.00

3,600.00 2,400.00 1,500.00 11,520.00 7,920.00 26,940.00

87,850.00 4,700.00 26,505.00 30,690.00 16,920.00 3,012.00 753.00 700.00 120.00 50.00 100.00 171,400.00

2,800.00 4,000.00 6,800.00

2,400.00 1,600.00 1,000.00 5,120.00 3,520.00 13,640.00

20,400.00 250.00 1,700.00 22,350.00

1,000.00 1,000.00

600.00 400.00 250.00 640.00

440.00 2,330.00

14,000.00 100.00 14,100.00

1,000.00 1,000.00

600.00 400.00 250.00 440.00 1,690.00

16,000.00

36,000.00 10,000.00 25,200.00 5,800.00 93,600.00

20,800.00 4,600.00 212,000.00

2,800.00 8,000.00 10,800.00

4,800.00 3,200.00 2,000.00 4,480.00 3,520.00 18,000.00

79,050.00 2,850.00 256,320.00 338,220.00

12,600.00 12,000.00 24,600.00

7,200.00 4,800.00 3,000.00 13,440.00 10,560.00

39,000.00

104,400.00 1,800.00 8,140.00 560.00 114,900.00

20,000.00 20,000.00

12,000.00 8,000.00 5,000.00 33,600.00 26,400.00 85,000.00

7,560.00 450.00 660.00 84.00 8,754.00

6,000.00 6,000.00

3,600.00 2,400.00 1,500.00 10,080.00 7,920.00 25,500.00

35,160.00 900.00 2,640.00 1,960.00 168.00 40,828.00

6,000.00 6,000.00

3,600.00 2,400.00 1,500.00 10,080.00 7,920.00 25,500.00

39,000.00 22,400.00 11,480.00 3,400.00 1,500.00 1,560.00 980.00 240.00 1,650.00 450.00 82,660.00

6,000.00 3,000.00 4,200.00 6,000.00 19,200.00

3,600.00 2,400.00 1,500.00 7,680.00 5,280.00 20,460.00

30,960.00 55,640.00 5,000.00 140,160.00 10,220.00 1,080.00 480.00 1,400.00 840.00 560.00 246,340.00

18,000.00 12,000.00 67,200.00 26,400.00 123,600.00

14,040.00 500.00 35,040.00 180.00 80.00 280.00 50,120.00

9,000.00 6,000.00 33,600.00 48,600.00

16,000.00 28,000.00 14,400.00 12,800.00 600.00 684.00 3,600.00 42,000.00 39,200.00 4,200.00 35,000.00 3,570.00 200,054.00

40,000.00 40,000.00

24,000.00 24,000.00 16,000.00 12,800.00 8,800.00 85,600.00

42,000.00 16,800.00 54,000.00 31,360.00 7,200.00 1,600.00 1,260.00 3,960.00 3,960.00 12,240.00 174,380.00

5,000.00 5,000.00

3,000.00 3,000.00 2,000.00 1,600.00 1,100.00 10,700.00

24,640.00 750.00 550.00 450.00 600.00 540.00 2,880.00 3,720.00 15,000.00 1,440.00 280.00 50,850.00

12,000.00 12,000.00

7,200.00 4,800.00 7,680.00 2,640.00 22,320.00

18,900.00 11,760.00 16,800.00 1,560.00 910.00 910.00 1,300.00 650.00 1,320.00 990.00 770.00 1,210.00 1,260.00 1,170.00 390.00

23,400.00 1,800.00 85,100.00

12,000.00 12,000.00

7,200.00 4,800.00 7,680.00 2,640.00 22,320.00

84,000.00

18,000.00

60,000.00 18,000.00

12,000.00 2,800.00 1,600.00 196,400.00

15,000.00 15,000.00

9,000.00 6,000.00 9,600.00 6,600.00 31,200.00

2,250.00 2,700.00 22,000.00 53,244.00 7,416.00 3,600.00 91,210.00

6,000.00 6,000.00

3,600.00 2,400.00 3,840.00 5,280.00 15,120.00

450.00 900.00

6,160.00 36,180.00 2,448.00 2,560.00 48,698.00

8,000.00 8,000.00

4,800.00 3,200.00 5,120.00 7,040.00 20,160.00

450.00 1,350.00 8,580.00 8,964.00 4,344.00 560.00 24,248.00

4,000.00 4,000.00

2,400.00 1,600.00 2,560.00 3,520.00 10,080.00

QTY B (m) H (m) THK (m) AREA (sq.m)LOT 2.00 10.00 14.70 2.00 x 10.00 x14.70 = 294.00

COLUMN FOOTINGSCF1 2.00 1.20 1.20 0.30CF2 2.00 1.20 2.40 0.30CF3 3.00 1.20 1.20 0.30

WF1 1.00 30.00 23.80 0.80

WALL TOTAL = 1459.35WF1 1.00 0.35 122.30 0.20 1.00 x 122.30 x 0.60 = 73.38WL1 1.00 122.30 3.00 1.00 x 122.30 x 3.00 = 366.90WL2 2.00 8.00 11.55 3.00 2.00 x 78.20 x 3.00 = 469.20WL3 1.00 57.50 39.70 2.70 1.00 x 194.40 x 2.70 = 524.88PARAPET 1.00 6.85 2.99 2.00 x 1.00 x 6.85 x 2.99 = 40.92

FIREWALLCF1 3.00 1.20 1.20 0.30CF2 1.00 1.20 2.40 0.30WL1 1.00 14.70 0.80WL3 1.00 13.70 2.70 1.00 x 13.70 x 2.70 = 36.99PARAPET 1.00 6.85 2.99 1.00 x 6.85 x 2.99 = 20.46C1ug 3.00 0.20 0.30 1.00C2ug 2.00 0.20 0.30 1.00C1 6.00 0.20 0.30 6.00C2 4.00 0.20 0.30 6.00B1 1.00 0.20 0.30 12.30

COLUMNSC1ug 2.00 0.20 0.30 1.00C2ug 4.00 0.20 0.30 1.00C3ug 3.00 0.20 0.30 1.00C1 2.00 0.20 0.30 6.00C2 8.00 0.20 0.30 6.00C3 6.00 0.20 0.30 6.00

FLOORINGEARTH 1.00 10.00 14.70 0.15GRAVEL 1.00 10.00 14.70 0.05SLAB1 1.00 10.00 14.70 0.10SLAB2 1.00 10.00 11.40 0.15

SVs & CBsSV 1.00 3.00 1.50 1.80 2.00 x 2.00 x 3.70 x 2.90 = 42.92CB 6.00 0.70 0.70 0.70 2.00 x 8.00 x 0.70 x 0.70 = 7.84GT 2.00 0.60 0.60 1.45 2.00 x 4.00 x 0.60 x 0.60 = 2.88

BEAMSB1 1.00 0.20 0.30 69.45B2 2.00 0.20 0.30 4.95B3 2.00 0.15 0.30 3.00B4 1.00 0.15 0.30 7.55CB1 2.00 0.20 0.30 2.95CB2 5.00 0.20 0.30 0.95

STAIRS 8.00 0.30 0.20 1.00

BEDBARS QTY B (m) QTY H (m)FOOTINGS

CF1 8.00 1.20 8.00 1.20CF2 16.00 1.20 8.00 2.40CF3 8.00 1.20 8.00 1.20

WF1 407.67 0.35 3.00 122.30SLAB

SLAB1 49.00 10.00 33.33 14.70SLAB2 91.20 10.00 80.00 11.40

WALLWF1 9.00 122.30 203.83 0.60WL1-2 5.00 200.50 501.25 3.00WL3 4.50 208.10 520.25 2.70PARAPET 4.98 13.70 34.25 2.99

SVCONCRETE 98.67 14.80 77.33 11.60MASONRY 3.00 26.40 66.00 1.80

CBCONCRETE 74.67 11.20 74.67 11.20MASONRY 1.17 22.40 56.00 0.70

GTCONCRETE 32.00 4.80 32.00 4.80MASONRY 2.42 19.20 48.00 1.45

DRBs QTY B (m) QTY H (m)COLUMNS

C1 402.00 1.00 4.00 67.00C2 780.00 1.00 4.00 130.00C3 684.00 1.00 4.00 114.00

BEAMSB1 163.20 1.00 2.00 151.20B2 35.80 1.00 2.00 19.80

BEAMSB3 28.00 0.90 2.00 12.00B4 23.10 0.90 2.00 15.10

CANTILIVERED BEAMSCB1 27.80 1.00 5.00 11.80CB2 49.50 1.00 5.00 9.50

STAIRS 32.00 1.00 32.00 8.00

TIE WIRES QTY QTY QTY 38101.27FOOTINGS

CF1 8.00 8.00 7.00 448.00CF2 16.00 8.00 5.00 640.00CF3 8.00 8.00 6.00 384.00

WF1 407.67 3.00 1.00 1223.00COLUMNS

C1 402.00 6.00 1.00 2412.00C2 780.00 6.00 1.00 4680.00C3 684.00 6.00 1.00 4104.00

BEAMSB1 163.20 10.00 1.00 1632.00B2 35.80 6.00 1.00 214.80B3 28.00 8.00 1.00 224.00B4 23.10 8.00 1.00 184.80

SLAB

SLAB1 49.00 33.33 2.00 3266.67SLAB2 91.20 80.00 2.00 14592.00

STAIRS 32.00 32.00 2.00 4096.00WALL 10376.78

WF1 9.00 203.83 1.00 3669.00WL1-2 5.00 501.25 1.00 5012.50WL3 4.50 520.25 1.00 4682.25PARAPET 4.98 34.25 2.00 682.03

SV 7828.22CONCRETE 98.67 77.33 1.00 7630.22MASONRY 3.00 66.00 1.00 198.00

CB 5640.44CONCRETE 74.67 74.67 1.00 5575.11 TOTAL = 1024.99MASONRY 1.17 56.00 1.00 65.33 1.00 x 311.00 / 2.00 = 155.50

GT 1140.00 1.00 x 192.30 / 2.00 = 96.15CONCRETE 32.00 32.00 1.00 1024.00 1.00 x 8.00 / 2.00 = 4.00MASONRY 2.42 48.00 1.00 116.00 10.00 x 26.10 / 2.00 = 130.50

122.30 x 0.60 / 2.00 = 36.69FORMS 200.50 x 3.00 / 2.00 = 300.75

COLUMNS 1.00 311.00 208.10 x 2.70 / 2.00 = 280.94BEAMS 1.00 192.30 13.70 x 2.99 / 2.00 = 20.46STAIRS 1.00 8.00SLAB 10.00 26.10WALLS 122.30 0.60

200.50 3.00208.10 2.70

13.70 2.99TOTAL = 375.80

ROOF 2.00 x 1.00 x 10.00 x 9.65 = 193.00MAIN 2.00 6.23 9.90 2.00 2.00 x 1.00 x 10.00 x10.40 = 208.00STAIRS 1.00 2.55 1.50 0.82 2.00 x 7.00 x 1.20 x 1.50 = 25.20RIDGE 1.00 9.90 2.00 x 7.00 x 5.40 x 1.55 = 117.18

TILES1F 1.00 10.00 9.652F 1.00 10.00 10.40T&B 7.00 1.20 1.50WALLS 7.00 5.40 1.55

DOORS & WINDOWS TOTAL = 212.52D1 4.00 0.90 2.10 0.90 x 2.10 x 4.00 = 7.56D2 18.00 0.70 2.10 0.70 x 2.10 x18.00 = 26.46D3 4.00 0.80 2.10 0.80 x 2.10 x 4.00 = 6.72D4 14.00 0.60 2.10 0.60 x 2.10 x14.00 = 17.64D5 2.00 1.00 2.10 1.00 x 2.10 x 2.00 = 4.20W1 18.00 1.60 1.20 1.60 x 1.20 x18.00 = 34.56W2 8.00 0.80 1.20 0.80 x 1.20 x 8.00 = 7.68W3 2.00 0.80 0.90 0.80 x 0.90 x 2.00 = 1.44

RAILINGS 87.93STAIRS 11.00 0.36 7.93FRONT 2.00 20.00 80.00BALUST. 77.67 0.60 93.20

VOLUME (cu.m) PERIMETER (m)2.00 x ( 10.00 + 14.70 )x ### =

TOTAL = 9.942.00 x 2.00 x 1.20 x 1.20 x 0.30 = 1.732.00 x 2.00 x 1.20 x 2.40 x 0.30 = 3.462.00 x 3.00 x 1.20 x 1.20 x 0.30 = 2.59

2.00 x 1.00 x 0.15 x 107.60 x 0.80 = 25.82 2.00 x ( 30.00 + 23.80 )x ### =

1.00 x 0.35 x 122.30 x 0.20 = 8.56

2.00 x ( 8.00 + 11.55 )x ### =2.00 x ( 57.50 + 39.70 )x ### =

HEIGHT3.00 x 1.20 x 1.20 x 0.30 = 1.301.00 x 1.20 x 2.40 x 0.30 = 0.861.00 x 0.15 x 14.70 x 0.80 = 1.76 ( 0.00 + 14.70 )x ### =

3.00 x 0.20 x 0.30 x 1.00 = 0.18 3.002.00 x 0.20 x 0.30 x 1.00 = 0.12 2.006.00 x 0.20 x 0.30 x 6.00 = 2.16 36.004.00 x 0.20 x 0.30 x 6.00 = 1.44 24.001.00 x 0.20 x 0.30 x12.30 = 0.74 12.30

TOTAL = 16.50 HEIGHT2.00 x 2.00 x 0.20 x 0.30 x 1.00 = 0.24 4.002.00 x 4.00 x 0.20 x 0.30 x 1.00 = 0.48 8.002.00 x 3.00 x 0.20 x 0.30 x 1.00 = 0.36 6.002.00 x 2.00 x 0.20 x 0.30 x 6.00 = 1.44 24.002.00 x 8.00 x 0.20 x 0.30 x 6.00 = 5.76 96.002.00 x 6.00 x 0.20 x 0.30 x 6.00 = 4.32 72.00

TOTAL = 63.602.00 x 1.00 x10.00 x 14.70 x 0.15 = 44.102.00 x 1.00 x10.00 x 14.70 x 0.05 = 14.702.00 x 1.00 x10.00 x 14.70 x 0.10 = 29.402.00 x 1.00 x10.00 x 11.40 x 0.15 = 34.20

TOTAL = 22.402.00 x 1.00 x 3.00 x 1.50 x 1.80 = 16.20 2.00 x ( 7.40 + 5.80 )x ### =2.00 x 6.00 x 0.70 x 0.70 x 0.70 = 4.12 2.00 x ( 1.40 + 1.40 )x ### =2.00 x 2.00 x 0.60 x 0.60 x 1.45 = 2.09 2.00 x ( 1.20 + 1.20 )x ### =

TOTAL = 12.76 HEIGHT2.00 x 1.00 x 0.20 x 0.30 x69.45 = 8.33 138.902.00 x 2.00 x 0.20 x 0.30 x 4.95 = 1.19 19.802.00 x 2.00 x 0.15 x 0.30 x 3.00 = 0.54 12.002.00 x 1.00 x 0.15 x 0.30 x 7.55 = 0.68 15.102.00 x 2.00 x 0.20 x 0.30 x 2.95 = 0.71 11.802.00 x 5.00 x 0.20 x 0.30 x 0.95 = 0.57 9.50

2.00 x 8.00 x 0.30 x 0.20 x 1.00 = 0.96 8.00

TOTAL =7.00 x ( 9.60 + 9.60 )x ### =5.00 x ( 19.20 + 19.20 )x ### =6.00 x ( 9.60 + 9.60 )x ### =1.00 x ( 142.68 +366.90 )x ### =

TOTAL =2.00 x ( 490.00 +490.00 )x ### =2.00 x ( 912.00 +912.00 )x ### =

TOTAL =### x 1.15 +122.30 x ### =### x 1.15 + ### x ### =

936.45 x 1.15 + ### x ### =68.20 x 1.15 +102.30 x ### =

TOTAL =( ### +897.07 )x ### =

79.20 x 1.15 +118.80 x ### =TOTAL =

( 836.27 +836.27 )x ### =26.13 x 1.15 + 39.20 x ### =

TOTAL =( 153.60 +153.60 )x ### =

46.40 x 1.15 + 69.60 x ### =

LATERAL TIES VERTICAL BARSTOTAL = 2145.90 TOTAL =

402.00 x 1.00 x 1.15 x 1.00 = 462.30 4.00 x ( 67.00 x 1.30 )x ### =780.00 x 1.00 x 1.15 x 1.00 = 897.00 4.00 x ( 130.00 x 1.30 )x ### =684.00 x 1.00 x 1.15 x 1.00 = 786.60 4.00 x ( 114.00 x 1.30 )x ### =

163.20 x 1.00 x 1.15 x 1.00 = 187.68 2.00 x ( 151.20 x 1.30 )x ### =35.80 x 1.00 x 1.15 x 1.00 = 41.17 2.00 x ( 19.80 x 1.30 )x ### =

TOTAL = 52.89 TOTAL =28.00 x 0.90 x 1.15 x 1.00 = 28.98 2.00 x ( 12.00 x 1.30 )x ### =23.10 x 0.90 x 1.15 x 1.00 = 23.91 2.00 x ( 15.10 x 1.30 )x ### =

TOTAL = 88.90 TOTAL =27.80 x 1.00 x 1.15 x 1.00 = 31.97 5.00 x ( 11.80 x 1.30 )x ### =49.50 x 1.00 x 1.15 x 1.00 = 56.93 5.00 x ( 9.50 x 1.30 )x ### =32.00 x 1.00 x 1.15 x 2.00 = 73.60 32.00 x ( 10.40 + 0.36 )x ### =

LATERAL TRUSS = 283.20 RAFTERS =2.00 x 7.00 x 9.90 x 2.00 = 277.20 2.00 x ( 4.00 x 6.54 )x ### =2.00 x 2.00 x 1.50 x 1.00 = 6.00 2.00 x ( 2.00 x 2.68 )x ### =2.00 x 1.00 x 9.90 x 1.00 = 19.80

PERIMETER (m)98.80

107.60

78.20194.40

14.70

26.4022.4019.20

507.84154.56220.80132.48586.02

6996.402254.004742.406222.171424.803107.752903.00

211.432956.452710.93

245.522004.431923.41

81.01497.12353.28143.84

VERTICAL BARS1617.20

348.40676.00592.80

393.1251.4870.4631.2039.26

138.4576.7061.75

119.99

115.33104.61

10.71

CONCRETE (Class A)Cement 9 bags/cu.m.Gravel 1 cu.m./cu.m.Sand 0.5 cu.m./cu.m.THK 0.1 m.

DRB 6 m./6 m.lngth.Hor. Splice 1.15 m./m.Ver. Splice 1.3 m./m.

TIE WIRES 0.00566 kg./pc.CHB 13 pcs/sq.m.

Cement, 6" THK 0.0982 bags/pc.Sand, 6" THK 0.0053 cu.m./pc.Cement, 4" THK 0.0411 bags/pc.Sand, 4" THK 0.0022 cu.m./pc.

PLASTER (Class A)THK 0.012 m.Cement 0.098 bags/sq.m.Sand 0.01 cu.m./sq.m.

PLYWOOD2.88 sq.m./pc.

FORMSfor columns 29.67 bd.ft./sq.m.

SCAFFOLDINGSfor ver. Columns 7 bd.ft./m.for hor. Columns 21 bd.ft./m.for bracing 11.7 bd.ft./m.for ver. Beams 6 bd.ft./m.for slab 9.1 bd.ft./sq.m.

NAILSper bd. Ft. 0.0186 pcs/bd.ft.4# 63 pcs/kg.

ROOF (32"x6")width 0.71 m.length 1.5 m.ridge & flashing 2.1 m./pc.wall flashing 0.65217 pcs./m.

HARDIFLEX 2.88 sq.m./pc.TILES

floor tiles 0.09 sq.m./pc.T&B tiles 0.04 sq.m./pc.tile trim 9 pcs./m.

ELECTRICALRSC 10 m./lgth.Flexible 50 m./rollTHW Wire 150 m./roll

PIPES 10 m./pc.PAINT

neutralizer 25 sq.m./gal.primer 20 sq.m./gal.latex 22 sq.m./gal.thinner 10 gal./gal

ROUND BARS 6 m./lgth.

cost estimates 2s bldg

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