Factor for Construction Estimates

January 5, 2017 | Author: LynGarciaPaulino | Category: N/A
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Proposed Two-Storey Residential Building with Roofdeck II. Rebar Works

I. Concreting Works PRICE LIST MATERIAL LAFARGE REPUBLIC PORTLAND PLUS 40KG

WASHED SAND CRUSHED GRAVEL 1"

₱ ₱ ₱

PRICE 203.00 600.00

MATERIAL /bag /m³

10 mm 12 mm

850.00

/m³

16 mm

Concreting of Column Footing

#16 G.I. WIRE 5.4

WIDTH

1.5

LENGTH HEIGHT/THICKNESS

1.5 0.2

NUMBER OF CF

12 CEMENT



48.6

40 kg./bag Portland Cement

MATERIAL COST

LABOR COST

9865.8



2959.74

TOTAL COST

₱ ₱

12825.54 2375.1

REINFORCEMEN

Total Length for of RSB for Colu

DIMENSIONS

DIMENSIONS

CONCRETE MIXTURE CLASS A

Total Volume of Column Footing (m³)

16 mmØ x 6

/m³ 105.6

SAND 2.7 MATERIAL COST



TOTAL COST

m³ of Washed Sand

1620

LABOR COST



486



MATERIAL COS

LABOR COST

2106



390

COST /m³

NUMBER OF INTERSEC

GRAVEL



5.4

m³ of Crushed Gravel 1"

MATERIAL COST

LABOR COST

4590



1377

NUMBER OF FOOT

TOTAL COST



LENGTH OF TIE W

5967



1105

302.4

MATERIAL COS LABOR COST

/m³

Concreting of Column 11.56

DIMENSIONS

WIDTH

0.25

LENGTH

0.4

CONCRETE MIXTURE CLASS A

Total Volume of Column (m³)

TOTAL COST ₱

REINFORCEMEN

Total Length for of RSB for Colu

6.8

NUMBER OF COLUMN

17

CONCRETE MIXTURE CLASS A

DIMENSIONS

HEIGHT/THICKNESS



104.04

40 kg./bag Portland Cement

MATERIAL COST

LABOR COST

21120.12



6336.036

DIMENSIONS

CEMENT TOTAL COST

₱ ₱

Total Length for of RSB for Colu

27456.156 2375.1

/m³

16 mmØ x 6

SAND 5.78

m³ of Washed Sand

MATERIAL COST



LABOR COST



3468

1040.4

9.9

TOTAL COST



MATERIAL COS

4508.4



LABOR COST

390

COST

/m³

GRAVEL 11.56

TOTAL COST

m³ of Crushed Gravel 1"

MATERIAL COST



NUMBER OF INTERSEC

LABOR COST



9826

2947.8



NUMBER OF FOOT

LENGTH OF TIE W

12773.8

24.3



1105

/m³

MATERIAL COS

Concreting of Wall Footing

LABOR COST

DIMENSIONS

CONCRETE MIXTURE CLASS A

Total Volume of Wall Footing (m³)

4.4925

WIDTH

0.5

THICKNESS

0.15

LENGTH OF WF1

59.9

TOTAL COST ₱

REINFORCE Total Length for of RSB for

CEMENT 40 kg./bag Portland Cement

MATERIAL COST

LABOR COST

8207.7975



2462.33925

TOTAL COST

₱ ₱

10670.13675 2375.1

/m³

SAND 2.24625



1347.75

LABOR COST



404.325

16 mmØ x 6 119.68

TOTAL COST

m³ of Washed Sand

MATERIAL COST

DIMENSIONS



40.4325

₱ ₱

MATERIAL COS

1752.075 390

LABOR COST /m³

COST

NUMBER OF LATERA

GRAVEL 4.4925 MATERIAL COST



TOTAL COST

m³ of Crushed Gravel 1"

3818.625

LABOR COST



1145.5875

₱ ₱

NUMBER OF RS

NUMBER OF COLU

4964.2125 1105

LENGTH OF TIE W

/m³

1180.8

Concreting of Beam

MATERIAL COS 16.9425 0.5 0.15

WIDTH

DIMENSIONS

CONCRETE MIXTURE CLASS A

Total Volume of Beam (m³)

THICKNESS LENGTH OF FTB-1

225.9 34.95

LENGTH OF RCB-1

190.95

LENGTH OF BEAMS



152.4825

40 kg./bag Portland Cement

MATERIAL COST

LABOR COST

30953.9475



9286.18425

TOTAL COST

₱ ₱

40240.13175 80480.2635



5082.75

LABOR COST



1524.825

₱ ₱



14401.125

LABOR COST



4320.3375

MATERIAL COS

LABOR COST

6607.575 13215.15

COST /m³

TOTAL COST

LENGTH OF COLUMN LATE

₱ ₱

NUMBER OF COLU

NUMBER OF LATERA

18721.4625 37442.925

NUMBER

/m³

Concreting of Slab (GF)

SPACING REMAINING LENGTH

SPACING

14.3445

DIMENSIONS

THICKNESS

0.15

TOTAL AREA

95.63

CONCRETE MIXTURE CLASS A

Total Volume of Slab (m³)

16 mmØ x 6

PERIMETER OF COL

m³ of Crushed Gravel 1"

MATERIAL COST

Total Length for of RSB for

TOTAL COST

GRAVEL 16.9425

REINFORCE

9.97

m³ of Washed Sand

MATERIAL COST



/m³

SAND 8.47125

TOTAL COST

DIMENSIONS

CEMENT

LABOR COST

10 mmØ x 6 166.12

MATERIAL COS LABOR COST

COST

CEMENT 40 kg./bag Portland Cement

86.067 MATERIAL COST



LABOR COST



17471.601

5241.4803

TOTAL COST

₱ ₱

NUMBER OF LATERA

22713.0813

NUMBER OF RS

1583.4

NUMBER OF COLU

/m³

LENGTH OF TIE W

SAND 7.17225

m³ of Washed Sand

MATERIAL COST



LABOR COST



4303.35

1291.005

98.4

TOTAL COST



MATERIAL COS

5594.355



LABOR COST

390

/m³

TOTAL COST ₱

GRAVEL



14.3445

m³ of Crushed Gravel 1"

MATERIAL COST

LABOR COST



12192.825

3657.8475

REINFORCE

TOTAL COST

₱ ₱

15850.6725

Total Length of RSB for Wal

1105

/m³

35.23545

DIMENSIONS

THICKNESS

0.15

TOTAL AREA

234.903

CONCRETE MIXTURE CLASS A

Total Volume of Slab (m³)

CEMENT 317.11905

40 kg./bag Portland Cement

MATERIAL COST



64375.16715

LABOR COST



19312.550145

₱ ₱



10570.635

LABOR COST



3171.1905

MATERIAL COS

LABOR COST

83687.717295 2375.1

COST

m³ of Crushed Gravel 1"

10 mmØ x 6

/m³

TOTAL COST



13741.8255



390

GRAVEL 35.23545

32.95

18.49

m³ of Washed Sand

MATERIAL COST

12 mmØ x 6

TOTAL COST

SAND 17.617725

DIMENSIONS

Concreting of Slab (2F and RD)

MATERIAL COS

LABOR COST COST /m³

NUMBER OF HOOP B

NUMBER OF RS

TOTAL COST

LENGTH OF TIE W



35.23545

m³ of Crushed Gravel 1"

MATERIAL COST

LABOR COST

29950.1325



8985.03975



38935.17225



1105

180.6

MATERIAL COS

/m³

LABOR COST

Concreting of Stairs

TOTAL COST 0.9

LENGTH HEIGHT/THICKNESS NUMBER OF STEPS

CEMENT 40 kg./bag Portland Cement

8.1 MATERIAL COST



1644.3

LABOR COST



493.29

TOTAL COST





REINFORCEMENT

Total Length of RSB fo DIMENSIONS

1.5 0.2 0.2 15

WIDTH

DIMENSIONS

CONCRETE MIXTURE CLASS A

Total Volume of Column (m³)

12 mmØ x 6

2137.59 41.94



2375.1

/m³

MATERIAL COS

SAND 0.45

m³ of Washed Sand

MATERIAL COST

LABOR COST



270



81

LABOR COST TOTAL COST

₱ ₱

COST

351 390

Total Length of Stirrups

PERIMETER OF FT 10 mmØ x 6

/m³

GRAVEL 0.9

m³ of Crushed Gravel 1"

MATERIAL COST



765

LABOR COST



229.5

61.16

TOTAL COST

₱ ₱

MATERIAL COS

994.5 1105

LABOR COST COST

/m³

NUMBER OF STIRR NUMBER OF RS

LENGTH OF TIE W 550.4625

MATERIAL COS

LABOR COST TOTAL COST ₱

REINFORCEMENT

REINFORCEMENT

Total Length of RSB fo DIMENSIONS

16 mmØ x 6 305.52

MATERIAL COS

LABOR COST COST

Total Length of Stirrups f

PERIMETER OF RC 10 mmØ x 6 334.16

MATERIAL COS

LABOR COST COST

NUMBER OF STIRR NUMBER OF RS

LENGTH OF TIE W 4009.95

MATERIAL COS

LABOR COST TOTAL COST ₱

REINFORCEM

Total Length of RSB for A B

LENGTH OF RS ALONG A ALONG B

12 mmØ x 6 257.91

MATERIAL COS

LABOR COST COST

NUMBER OR INTERSE

LENGTH OF TIE W

1310.4

MATERIAL COS

LABOR COST TOTAL COST ₱

REINFORC

Total Length of 12mm

NUMBER OF STEEL

AREA 12 mmØ x 6 144.74

MATERIAL COS

LABOR COST COST

Total Length of 10mm

NUMBER OF STEEL

AREA 10 mmØ x 6 144.74

MATERIAL COS

LABOR COST COST

NUMBER OR INTERSE

LENGTH OF TIE W

80.886

MATERIAL COS

LABOR COST TOTAL COST ₱

II. Rebar Works

III. Masonry Works PRICE LIST

PR

MATERIAL

₱ ₱ ₱

REINFORCEM ENT BARS

10 mm 12 mm 16 mm



#16 G.I. WIRE

PRICE 125.00 192.00

MATERIAL /pc /pc

CONCRETE HOLLOW BLOCK 5" T

315.00

/pc

LAFARGE REPUBLIC PORTLAND PLUS 40

180.00

/kg

CONCRETE HOLLOW BLOCK 4" T

WASHED SAND CRUSHED GRAVEL 1"

REINFORCEMENT BARS FOR COLUMN FOOTING (F1)

CONCRETE HOLLOW B 633.6

LENGTH

3.3

NUMBER OF RSB

ALONG (B)

1.5

9

ALONG (L)

1.5

7

12

NUMBER OF FOOTING (F1)

16 mmØ x 6m REINFORCEMENT STEEL BAR

Total Length for of RSB for Column Footing (m)

Total Area of Exterior Walls (m² GROUND FLOOR SECOND FLOOR

CONCRETE HOLLOW BLOCK 5" T

CEMENT M

16 mmØ x 6m REINFORCEMENT STEEL BAR 105.6

pcs

MATERIAL COST LABOR COST COST ₱

CEMENT

TOTAL COST

₱ ₱ ₱

SAND

43243.2 33264 9979.2

19219.2

PLASTERING @

AREA OF WALLS (TWO SIDES CEMENT /m

SAND TOTAL COST MATERIAL COST

#16 G.I. WIRE NUMBER OF INTERSECTIONS

63

NUMBER OF FOOTING

16

LENGTH OF TIE WIRE

302.4

meters

CHB 5" THK

0.3

m

5.71

kg.

MATERIAL COST LABOR COST

₱ ₱

1027.0188679245 308.1056603774

TOTAL COST



1335.1245283019

SAND

CHB 5" THK CEMENT SAND

CONCRETE HOLLOW B

/m²

593.3886792453

Total Area of Interior Walls (m²

REINFORCEMENT BARS FOR COLUMN FOOTING (F2) 59.4

16 mmØ x REINFORCEME BAR

Total Length for of RSB for Column Footing (m)

CEMENT

GROUND FLOOR

59.4

LENGTH

3.3

NUMBER OF RSB

ALONG (B)

1.5

9

ALONG (L)

1.5

9

1

NUMBER OF FOOTING (F1)

16 mmØ x 6m REINFORCEMENT STEEL BAR

Total Length for of RSB for Column Footing (m)

SECOND FLOOR

CONCRETE HOLLOW BLOCK 4" T

CEMENT M CEMENT SAND

PLASTERING @

16 mmØ x 6m REINFORCEMENT STEEL BAR 9.9

pcs

MATERIAL COST LABOR COST COST ₱

AREA OF WALLS (TWO SIDES

TOTAL COST

₱ ₱ ₱

CEMENT

4054.05 3118.5 935.55

SAND TOTAL COST MATERIAL COST

68.25

/m

CHB 5" THK

#16 G.I. WIRE

CEMENT

NUMBER OF INTERSECTIONS

81

NUMBER OF FOOTING

1

LENGTH OF TIE WIRE

24.3

meters

SAND

CHB 5" THK

0.3

m

0.46

kg.

CEMENT SAND

Total Length of RSB for Vertical B

MATERIAL COST



82.5283018868

LABOR COST



24.758490566

TOTAL WIDTH OF WALLS

TOTAL COST



107.2867924528

SPACING

/m²

47.6830188679

LENGTH 12 mmØ x 6m REIN

REINFORCEMENT BARS FOR COLUMN (C1)

67.5229166667 16 mmØ x 6m REINFORCEMENT STEEL BAR

Total Length for of RSB for Column (m)

718.08

LENGTH OF COLUMN

6.8

NUMBER OF RSB/COLUMN

6

NUMBER OF COLUMN 16 16 mmØ x 6m REINFORCEMENT STEEL BAR 119.68

₱ ₱ ₱

LABOR COST COST ₱

12964.4 COST

Total Length of RSB for Horizontal HEIGHT OF WALL

WIDTH 10 mmØ x 6m REIN

49008.96 37699.2 11309.76 68.25

#16 G.I. WIRE



TOTAL COST

pcs

MATERIAL COST

MATERIAL COST

8.98 /m

MATERIAL COST LABOR COST

NUMBER OF LATERAL TIES

41

NUMBER OF RSB

6

NUMBER OF COLUMN

16

LENGTH OF TIE WIRE

1180.8

meters

COST

0.3

/m

22.28

kg.

MATERIAL COST



4010.2641509434

LABOR COST

₱ ₱

1203.079245283

TOTAL COST

5213.3433962264

766.6681465039

/m

REINFORCEMENT BARS FOR COLUMN (C2) 16 mmØ x 6m REINFORCEMENT STEEL BAR

Total Length for of RSB for Column (m)

59.84

LENGTH OF COLUMN

6.8

NUMBER OF RSB/COLUMN

8

1 NUMBER OF COLUMN 16 mmØ x 6m REINFORCEMENT STEEL BAR 9.97

pcs

MATERIAL COST LABOR COST COST ₱

TOTAL COST

₱ ₱ ₱

4084.08 3141.6 942.48 68.25

/m 996.71

LENGTH OF COLUMN LATERAL TIES (m)

m

1.3

PERIMETER OF COLUMN NUMBER OF COLUMN

17

NUMBER OF LATERAL TIES

40.5

NUMBER

11

SPACING

0.1

REMAINING LENGTH

5.7

SPACING

TOTAL NUMBER OF LATERAL TIES

41

0.2 10 mmØ x 6m REINFORCEMENT STEEL BAR

166.12 MATERIAL COST LABOR COST

pcs

TOTAL COST

₱ ₱ ₱

26994.2291666667 20764.7916666667 6229.4375



COST

27.0833333333

/m

#16 G.I. WIRE NUMBER OF LATERAL TIES

41

NUMBER OF RSB

8 1

NUMBER OF COLUMN LENGTH OF TIE WIRE

98.4

meters

0.3

/m

1.86

kg.

₱ ₱ ₱

MATERIAL COST LABOR COST TOTAL COST

334.1886792453 100.2566037736 434.4452830189

63.8890122087

/m

REINFORCEMENT BARS FOR WALL FOOTING 197.67

NUMBER OF RSB

3

LENGTH OF WALL FOOTING

59.9

Total Length of Hoop Bars (m)

110.92

SPACING OF HOOP BARS

0.3

12 mmØ and 10 mmØ REINFORCEMENT STEEL BARS

Total Length of RSB for Wall Footing (m)

0.5 12 mmØ x 6m REINFORCEMENT STEEL BAR

WIDTH OF HOOP BARS

32.95

TOTAL COST

pcs

₱ ₱ ₱

MATERIAL COST LABOR COST COST ₱

8223.072 6325.44 1897.632 41.6

/m

10 mmØ x 6m REINFORCEMENT STEEL BAR 18.49

TOTAL COST

pcs

₱ ₱ ₱

MATERIAL COST LABOR COST COST ₱

3003.9930555556 2310.7638888889 693.2291666667

27.0833333333

/m

#16 G.I. WIRE NUMBER OF HOOP BARS

200.67

NUMBER OF RSB

3

LENGTH OF TIE WIRE

0.3

m

180.6

meters

3.41

kg.

LABOR COST

₱ ₱

184.0075471698

TOTAL COST



797.3660377358

MATERIAL COST

613.358490566

13.3116199956

/m

REINFORCEMENT BARS FOR CONCRETE BEAM (FTB-1) Total Length of RSB for FTB-1

251.64

NUMBER OF RSB

m

TOP BARS

6 3

BOTTOM BARS

3 m

TOTAL LENGTH OF FTB-1 34.95 12 mmØ x 6m REINFORCEMENT STEEL BAR 41.94

pcs

MATERIAL COST LABOR COST COST ₱

TOTAL COST

₱ ₱ ₱

10468.224 8052.48 2415.744 41.6

Total Length of Stirrups for FTB-1

/m 366.975

1.2 PERIMETER OF FTB-1 10 mmØ x 6m REINFORCEMENT STEEL BAR 61.16

pcs

MATERIAL COST LABOR COST COST ₱

m

TOTAL COST

₱ ₱ ₱

9938.90625 7645.3125 2293.59375

284.375

/m

#16 G.I. WIRE NUMBER OF STIRRUPS NUMBER OF RSB

305.8125 6

LENGTH OF TIE WIRE

0.3

550.4625

meters

MATERIAL COST LABOR COST TOTAL COST 810.1146226415

10.39

₱ ₱ ₱

kg.

1869.4952830189 560.8485849057 2430.3438679245 /m

REINFORCEMENT BARS FOR CONCRETE BEAM (RCB-1)

REINFORCEMENT BARS FOR CONCRETE BEAM (RCB-1) Total Length of RSB for RCB-1

1833.12

m

2 3 3

WEB BARS TOP BARS BOTTOM BARS

m

TOTAL LENGTH OF RCB-1 190.95 16 mmØ x 6m REINFORCEMENT STEEL BAR 305.52

pcs

MATERIAL COST LABOR COST COST ₱

TOTAL COST

₱ ₱ ₱

125110.44 96238.8 28871.64 68.25

Total Length of Stirrups for RCB-1

/m 2005.0

1.2 PERIMETER OF RCB-1 10 mmØ x 6m REINFORCEMENT STEEL BAR 334.16

pcs

MATERIAL COST LABOR COST COST ₱

m

TOTAL COST

₱ ₱ ₱

54301.40625 41770.3125 12531.09375

284.375

/m

#16 G.I. WIRE NUMBER OF STIRRUPS NUMBER OF RSB

1670.8125 8

LENGTH OF TIE WIRE

0.3

4009.95

meters

75.66

₱ ₱ ₱

MATERIAL COST LABOR COST TOTAL COST

kg.

13618.6981132075 4085.6094339623 17704.3075471698

92.7169811321

/m

REINFORCEMENT FOR GROUND FLOOR SLAB Total Length of RSB for GF Slab 7.05

m

13.5

m

SPACING 0.15

1547.46

m

ALONG A

48

ALONG B

91 m

LENGTH OF RSB ALONG A

1289.55 648

ALONG B

641.55

m m

12 mmØ x 6m REINFORCEMENT STEEL BAR 257.91

TOTAL COST

pcs

₱ ₱ ₱

MATERIAL COST LABOR COST COST ₱

64374.336 49518.72 14855.616

14.7377142857

/m

#16 G.I. WIRE 4368

NUMBER OR INTERSECTIONS LENGTH OF TIE WIRE

1310.4

meters

0.3

m

24.72

kg.

₱ ₱ ₱

MATERIAL COST LABOR COST TOTAL COST

4450.4150943396 1335.1245283019 5785.5396226415

1.3245283019

/m

REINFORCEMENT FOR 2F AND RD SLAB Total Length of 12mmØ RSB

868.45 3.221

m

AREA 269.62 12 mmØ x 6m REINFORCEMENT STEEL BAR



NUMBER OF STEEL BARS

144.74

TOTAL COST

pcs

₱ ₱ ₱

MATERIAL COST LABOR COST COST ₱

36127.354432 27790.27264 8337.081792

133.9936

/m

Total Length of 10mmØ RSB

868.45 3.221

m

AREA 269.62 10 mmØ x 6m REINFORCEMENT STEEL BAR



NUMBER OF STEEL BARS

144.74

TOTAL COST

pcs

₱ ₱ ₱

MATERIAL COST COST

LABOR COST ₱

23520.4130416667 18092.6254166667 5427.787625

87.2354166667

/m

#16 G.I. WIRE NUMBER OR INTERSECTIONS LENGTH OF TIE WIRE

269.62 0.3

m

80.886

meters

MATERIAL COST LABOR COST TOTAL COST 1.3245283019

1.53

₱ ₱ ₱

kg.

274.7071698113 82.4121509434 357.1193207547 /m²

orks

III. Formworks PRICE LIST

PRICE LIST

MATERIAL

RETE HOLLOW BLOCK 5" THK

RETE HOLLOW BLOCK 4" THK

GE REPUBLIC PORTLAND PLUS 40KG

WASHED SAND

₱ ₱ ₱ ₱ ₱

CRUSHED GRAVEL 1"

PRICE 9.00 8.00

MATERIAL /pc /pc

Form Lumber 2" x 3" x 12' Coco Lumber

203.00

/bag

1/2"x4'x8' Ordinary Plywood

600.00

/m³

850.00

/m³

Form Lumber 2" x 2" x 12' Coco Lumber

FORMS FOR COLUMN SIDES OF THE COLUMN SHORTER SIDE

CONCRETE HOLLOW BLOCKS FOR WALL (EXTERIOR)

l Area of Exterior Walls (m²)

LONGER SIDE

167.929

LATERAL PERIMETER OF THE COLUMN

GROUND FLOOR

85.3155

COLUMN HEIGHT

SECOND FLOOR

82.6135

NUMBER OF COLUMNS

2099.1125

RETE HOLLOW BLOCK 5" THK

TOTAL AREA

pcs.

1/2"x4'x8' Ordinary Plywood

CEMENT MORTAR (CLASS C) CEMENT

1601.62

bag

TOTAL COST

SAND

177.17



MATERIAL COST

PLASTERING @ 12mm THK (CLASS B)

A OF WALLS (TWO SIDES) CEMENT SAND TOTAL COST MATERIAL COST

₱ ₱ ₱

18892.0125 334947.2370685 108717.23

CHB 5" THK CEMENT SAND

LABOR COST

335.86



48.36

bag

4.03





42.651 WOOD FRAME OF COLUMNS



601323.43 LABOR COST

₱ ₱ ₱ ₱ ₱ ₱

5667.60375

MATERIAL COST

100484.17112055

LABOR COST

Form Lumber 2" x 2" x 12' Coco Lumber TOTAL COST



32615.17038 146.25 2592.94945 841.62

CONCRETE HOLLOW BLOCKS FOR WALL (INTERIOR)

/m² /m² /m²

29.000

SCAFFOLDING FOR COLUMNS HORIZONTAL BRACES VERTICAL BRACES DIAGONAL BRACES

al Area of Interior Walls (m²) GROUND FLOOR

150.005 65.2

Form Lumber 2" x 2" x 12' Coco Lumber

SECOND FLOOR

84.805 1875.0625

RETE HOLLOW BLOCK 4" THK

TOTAL COST MATERIAL COST

pcs.

LABOR COST



CEMENT MORTAR (CLASS C) CEMENT

1430.67

bag

SAND

158.26



Form Lumber 2" x 3" x 12' Coco Lumber

PLASTERING @ 8mm THK (CLASS B)

A OF WALLS (TWO SIDES)

1675.960

TOTAL COST

300.01



MATERIAL COST

CEMENT

28.80

bag

LABOR COST

SAND TOTAL COST

2.40





MATERIAL COST

₱ ₱ ₱

529966.92 LABOR COST

₱ ₱ ₱ ₱ ₱ ₱

15000.5 296273.1504425 96393.21

CHB 5" THK CEMENT SAND

ength of RSB for Vertical Bars

4500.15

TWO SIDE FORMS

88881.94513275

BOTTOM FORM

28917.9639

LENGTH OF BEAM

130

/m²

2567.61505

/m²

835.38

/m² m

OTAL WIDTH OF WALLS

107.77

m

SPACING

0.8

m

LENGTH 3.00 12 mmØ x 6m REINFORCEMENT STEEL BAR

m

229166667



MATERIAL COST

1/2"x4'x8' Ordinary Plywood TOTAL COST MATERIAL COST LABOR COST



Form Lumber 2" x 3" x 12' Coco Lumber

16853.72



TOTAL COST

ngth of RSB for Horizontal Bars

LABOR COST /m

53.885

HEIGHT OF WALL

MATERIAL COST

3889.32

156.3860072376

m 3

WIDTH 107.77 10 mmØ x 6m REINFORCEMENT STEEL BAR pcs

TOTAL COST

₱ ₱ ₱

42.651 WOOD FRAME OF COLUMNS

LABOR COST

12964.4 ₱

MATERIAL COST LABOR COST

TOTAL AREA

TOTAL COST

pcs.

66.733 FORMS FOR BEAM PERIMETER OF TWO SIDES FORM

405.1375

8.98



1459.3854166667 1122.6041666667 336.78125



55.126

SCAFFOLDING FOR COLUMNS HORIZONTAL BRACES VERTICAL BRACES

Form Lumber 2" x 2" x 12' Coco Lumber TOTAL COST MATERIAL COST LABOR COST



27.0833333333

/m



47.165 Form Lumber 2" x 3" x 12' Coco Lumber TOTAL COST MATERIAL COST LABOR COST



90.316

PRICE LIST

MATERIAL

" x 3" x 12' Coco Lumber

" x 2" x 12' Coco Lumber

Ordinary Plywood

₱ ₱ ₱

PRICE 132.00 88.00

/pc /pc

320.00

/pc

FORMS FOR COLUMN

OF THE COLUMN

0.65

m

ORTER SIDE

0.25 0.4

m m

1.5

m

NGER SIDE

METER OF THE COLUMN

UMN HEIGHT

6.8

R OF COLUMNS

17

OTAL AREA

Ordinary Plywood

OTAL COST

ERIAL COST

BOR COST

m

173.4



17.7780511811

pcs

₱ ₱ ₱

7395.67 5688.98 1706.69

42.651

/m²

WOOD FRAME OF COLUMNS

ERIAL COST

BOR COST

pcs

x 2" x 12' Coco Lumber OTAL COST

43.956

₱ ₱ ₱

5028.59 3868.15 1160.44

29.000

/m²

SCAFFOLDING FOR COLUMNS

ICAL BRACES

809.2

ONAL BRACES

1352.52

x 2" x 12' Coco Lumber

2540.310

bd. Ft. bd. Ft.

2427.6

bd. Ft. bd. Ft.

ONTAL BRACES

OTAL COST

ERIAL COST

BOR COST

₱ ₱ ₱

290611.46 223547.28 67064.18

1675.960

/m²

OTAL COST

ERIAL COST

BOR COST

bd. Ft.

67.433

x 3" x 12' Coco Lumber

₱ ₱ ₱

11571.56 8901.20 2670.36

66.733 FORMS FOR BEAM

/m² 0.95

m

0.25

m

TTOM FORM

0.35

m

GTH OF BEAM

225.9

m

214.605



22.003

pcs

OF TWO SIDES FORM SIDE FORMS

OTAL AREA

Ordinary Plywood

OTAL COST

ERIAL COST

BOR COST

₱ ₱

9153.10 7040.85 2112.25



42.651

/m²

WOOD FRAME OF COLUMNS

OTAL COST

ERIAL COST

BOR COST

bd. Ft.

68.942

x 3" x 12' Coco Lumber

₱ ₱ ₱

11830.38 9100.29 2730.09

55.126

/m²

SCAFFOLDING FOR COLUMNS 88.4775

ICAL BRACES

112.95

BOR COST

pcs

88.478

x 2" x 12' Coco Lumber

OTAL COST ERIAL COST

bd. Ft. bd. Ft.

ONTAL BRACES

₱ ₱ ₱

10121.83 7786.02 2335.81

47.165

/m²

OTAL COST ERIAL COST

BOR COST 90.316

bd. Ft.

112.950

x 3" x 12' Coco Lumber

₱ ₱ ₱

19382.22 14909.40 4472.82 /m²

TWO STOREY RESIDENTIAL BUILDIN

BILL OF MATERIAL I.D. NO

DESCRIPTION GENERAL REQUIREMENTS Mobilization/Temporary Structures, Utilities and Services/Demobilization/Permits

UNIT

lot

Sub-total 1.00 1.01 1.02 1.03 1.04 1.05 1.06

Earthworks Clearing and Grubbing Structural Excavation Backfilling and Compaction Gravel Bedding G-1 Select Fill Soil Poisoning Sub-Total

2.00

Concreting Works Column Footing Portland Cement Crushed Gravel 1" Washed Sand Wall Footing Portland Cement Crushed Gravel 1" Washed Sand Column Portland Cement Crushed Gravel 3/4"" Washed Sand Beams Portland Cement

2.01 2.02 2.03 2.01 2.02 2.03 2.01 2.02 2.03 2.01 2.02 2.03 2.01 2.02 2.03

Crushed Gravel 3/4"" Washed Sand Slab on Grade Portland Cement Crushed Gravel 1" Washed Sand Stairs

sq.m cu.m cu.m cu.m cu.m sq.m

bag cu.m cu.m bag cu.m cu.m bag cu.m cu.m bag cu.m cu.m bag cu.m cu.m

2.01 2.02 2.03

Portland Cement Crushed Gravel 1" Washed Sand Sub-total

3.00

Rebar Works Footings

3.01 3.02 3.01 3.02 3.03 3.01 3.02 3.03 3.01 3.02 3.03 3.04 3.01 3.02 3.03 4.00 4.01 4.02 4.03 4.01

4.02 4.01 4.02

Column Footings 16 mm #16 G.I. Wire Wall Footings 12 mm 10 mm #16 G.I. Wire Column 16 mm 10 mm #16 G.I. Wire Roof beams & Tie beams 16 mm 12 mm 10 mm #16 G.I. Wire Slabs 12 mm 10 mm #16 G.I. Wire Sub-total Forms and Scaffoldings Column form Good lumber ( 2" x 2" x 12') Plywood Ordinary, 1/4" x 4" x 8' CWN, Assorted Column & Roof beam Scaffolding Vertical Support ( 2" x 3" x 12' Good lumber) Horizontal Support (2" x 2" x 12' Good lumber) Diagonal braces (2" x 2" x 12' Good lumber) CWN, Assorted Beam form Good lumber ( 2" x 2" x 12') Plywood Ordinary, 1/4" x 4" x 8'

bag cu.m cu.m

pc kg pc pc kg pc pc kg pc pc pc kg pc pc kg

pc pc kg pc pc pc kg pc pc

4.03

CWN, Assorted Sub-total

5.00

Masonry Works

5.01 5.02 5.03 5.04 5.05 5.06 5.01 5.02

Masonry wall CHB 5" THK CHB 4" THK Portland Cement Washed Sand 12mm x 6m RSB #61 G.I. Tie wire Plastering Portland Cement Washed Sand Sub-total

kg

pcs. pcs. bag cu.m pc kg bag cu.m

6.00

Doors And Windows

6.01

D-1, Double swing panel door with 2" x 6" wooden frame & 2" x 6" wooden door jamb

set

6.02

D-2, Panel door with 2" x 6" wooden frame & 2" x 6" wooden door jamb

set

6.03

D-3, Panel door with 2" x 6" wooden frame & 2" x 6" wooden door jamb

set

6.04

W-1, 12mm thk. bronze glass on powder coated aluminum frame

set

6.05

W-2, 6mm thk. bronze glass on powder coated aluminum frame

set

6.07

W-3, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs.

set

6.08

W-4, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs.

set

6.09

W-5, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs.

set

6.1

W-6, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs.

set

6.12

W-7, 12mm thk. bronze glass on powder coated aluminum frame

set

6.13

W-8, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs. Sub-total Electrical Works Roughing-ins Electrical Conduit uPVC, 15mmØ

set

7.00 7.01

pc

7.02

RSC 60mmØ

pc

Entrance Cap 60mm dia. 7.03

pc Junction Box , 4" x 4" G.I

7.04

pc Utility Box, 2" x 4" x G.I

7.05

pc Grounding Rod, 2.4m x 16mm dia.

7.06

pc Wires and Fixtures 3.5 mm2 THW wire , Stranded

7.01

box Duplex C.O. with Plate

7.02

pc 3 Way Switch With Plate

7.03

pc 40 watts Flourescent Lamp

7.04

pc Single Switch with Plate

7.05

pc 2-Gang Switch with Plate

7.06

pc

7.07

Incandescent Bulb 50W

set

7.08 7.09 7.10 7.11

Panel Box, Flush Type, 4 Branches

set set set pc

8.00 8.01 8.02 8.03 8.04 8.05 8.06 8.07 8.08 8.09 8.10

Circuit Breaker, 20A 2P Main Circuit Breaker, 175A 2P Electrical Tape Sub-total Plumbing Works Water Closet 1.6gpf with Accessories Kitchen Sink Faucet , Hose Bibb , Brass 3/4"Ø G.I Coupling, 3/4"Ø G.I Tee, 3/4"Ø G.I. Pipe 3/4" Sch.40 G.I. Elbow 90° x 3/4"Ø Gate Valve , 3/4"dia. Check Valve , 3/4"dia. S.S. Floor Drain 4' x 4" Sub-total

set set pc pc pc pc pc pc pc pc

9.00 9.01 9.02 9.03 9.04 9.05 9.06 9.07 9.08 9.09

Sanitary works uPVC Sanitary Pipe 4"Ø x 10' uPVC Wye 4" x 4" uPVC Wye 4" x 2"

10.03 10.04

Acri Color

10.01 10.02

11.00 11.01 11.02 11.03 11.04 11.05 11.06

11.01 11.02 11.03

pc

uPVC Sanitary Pipe 2"Ø uPVC P-TRAP 2"Ø uPVC P-TRAP 4"Ø uPVC Elbow 45° x 4 "Ø uPVC Cleanout 4" diameter PVC Cement Sub-total Painting Works Concrete surfaces Neutralizer Latex, Flat Latex, Semi Gloss

10.00

pc pc pc pc pc pc pc can

sq.m qrt gal gal qrt

Sub-total TileWorks Wall Unglazed Wall Tiles 20cm x 30cm T&B Unglazed Wall Tiles 20cm x 20cm KITCHEN Tile Trim 6mm. Lining 2" X 20cm (T&B and KITCHEN) Tile Adhesive 25kg/bag Tile Grout 5 kg/bag Flooring

pc pc pc pc bag bag sq.m

Glazed Floor Tiles 20cmx 20cm (INTERIOR )

pc

Tile Adhesive 25kg/bag Tile Grout 5 kg/bag Sub-total

bag bag

TOTAL BUILDING COST (LABOR AND MATERIAL)

PRICE FOR BIDDING LABOR AND MATERIALS

Y RESIDENTIAL BUILDING WITH ROOFDECK BILL OF MATERIALS QTY

UNIT COST MATERIAL

TOTAL COST LABOR

MATERIAL

LABOR

1.00

30,000.00

9,000.00

30,000.00

9,000.00

140.00 75.80 50.00 5.00 13.00 140.00

0.00 0.00 150.00 850.00 150.00 50.00

50.00 250.00 50.00 255.00 45.00 15.00

0.00 0.00 7,500.00 4,250.00 1,950.00 7,000.00

7,000.00 18,950.00 2,500.00 1,275.00 585.00 2,100.00

48.60 5.40 2.70

203.00 850.00 600.00

66.00 255.00 180.00

9,865.80 4,590.00 1,620.00

3,207.60 1,377.00 486.00

40 2.25 4.5

203.00 850.00 600.00

66.00 255.00 180.00

8,120.00 1,912.50 2,700.00

2,640.00 573.75 810.00

105.00 11.56 5.78

203.00 850.00 600.00

66.00 255.00 180.00

21,315.00 9,826.00 3,468.00

6,930.00 2,947.80 1,040.40

153.00 16.94 8.47

203.00 850.00 600.00

66.00 255.00 180.00

31,059.00 14,399.00 5,082.00

10,098.00 4,319.70 1,524.60

417.00 50.85 25.40

203.00 850.00 600.00

66.00 255.00 180.00

84,651.00 43,225.90 15,240.60

27,522.00 12,967.77 4,572.18

8.00 0.90 0.45

203.00 850.00 600.00

66.00 255.00 180.00

1,624.00 765.00 270.00

528.00 229.50 81.00

164.00 4.28

315.00 180.00

10.00 10.00

51,660.00 770.40

1,640.00 42.80

33.00 18.50 3.41

192.00 125.00 180.00

10.00 10.00 10.00

6,336.00 2,312.50 613.80

330.00 185.00 34.10

130.00 167.00 24.14

315.00 125.00 180.00

10.50 10.00 10.00

40,950.00 20,875.00 4,345.20

1,365.00 1,670.00 241.40

306.00 41.94 395.00 86

315.00 192.00 125.00 180.00

10.50 10.00 10.00 10.00

96,390.00 8,052.48 49,375.00 15,480.00

3,213.00 419.40 3,950.00 860.00

403.00 144.74 26.25

192.00 125.00 180.00

10.00 10.00 10.00

77,376.00 18,092.50 4,725.00

4,030.00 1,447.40 262.50

44.00 18.00 30.00

88.00 320.00 80.00

26.40 96.00 24.00

3,872.00 5,760.00 2,400.00

1,161.60 1,728.00 720.00

180.38 209.67 112.71 35.00

132.00 88.00 88.00 80.00

39.60 26.40 26.40 24.00

23,810.16 18,450.96 9,918.48 2,800.00

7,143.05 5,535.29 2,975.54 840.00

69.00 22.00

88.00 320.00

26.40 96.00

6,072.00 7,040.00

1,821.60 2,112.00

30.00

80.00

24.00

2,400.00

720.00

2,100.00 1,875.00 3,032.00 275.43 76.50 20.00

9.00 8.00 203.00 600.00 192.00 180.00

2.55 2.55 57.00 168.00 9.60 19.50

18,900.00 15,000.00 615,496.00 165,258.00 14,688.00 3,600.00

5,355.00 4,781.25 172,824.00 46,272.24 734.40 390.00

77.16 56.32

203.00 600.00

54.00 168.00

15,663.48 33,792.00

4,166.64 9,461.76

1

10,800.00

3,240.00

10,800.00

3,240.00

5

4,500.00

1,350.00

22,500.00

6,750.00

3

2,495.00

748.50

7,485.00

2,245.50

1

8,700.00

2,610.00

8,700.00

2,610.00

9

7,500.00

2,250.00

67,500.00

20,250.00

6

7,000.00

2,100.00

42,000.00

12,600.00

7

5,625.00

1,687.50

39,375.00

11,812.50

2

5,500.00

1,650.00

11,000.00

3,300.00

5

4,200.00

1,260.00

21,000.00

6,300.00

1

3,145.00

943.50

3,145.00

943.50

1

3,000.00

900.00

3,000.00

900.00

50.00

58.00

14.50

2,900.00

725.00

11.00

1,000.00

250.00

11,000.00

2,750.00

11.00

80.00

20.00

880.00

220.00

34.00

20.00

5.00

680.00

170.00

12.00

20.00

5.00

240.00

60.00

14.00

200.00

50.00

2,800.00

700.00

12.00

3,750.00

937.50

45,000.00

11,250.00

14.00

108.00

27.00

1,512.00

378.00

4.00

250.00

62.50

1,000.00

250.00

10.00

150.00

37.50

1,500.00

375.00

10.00

68.00

17.00

680.00

170.00

13.00

108.00

27.00

1,404.00

351.00

14.00

40.00

10.00

560.00

140.00

3.00 4.00 1.00 35.00

320.00 350.00 3,000.00 25.00

80.00 87.50 750.00 6.25

960.00 1,400.00 3,000.00 875.00

240.00 350.00 750.00 218.75

4.00 2.00 7.00 11.00 11.00 13.00 8.00 5.00 12.00 4.00

4,500.00 600.00 250.00 17.00 17.00 370.00 17.00 360.00 300.00 200.00

1,125.00 150.00 62.50 4.25 4.25 92.50 4.25 90.00 75.00 50.00

18,000.00 1,200.00 1,750.00 187.00 187.00 4,810.00 136.00 1,800.00 3,600.00 800.00

4,500.00 300.00 437.50 46.75 46.75 1,202.50 34.00 450.00 900.00 200.00

11.00 11.00

525.00 160.00

131.25 40.00

5,775.00 1,760.00

1,443.75 440.00

14.00

97.00

24.25

1,358.00

339.50

14.00 11.00 17.00 8.00 5.00 6.00

205.00 50.00 110.00 97.00 110.00 120.00

51.25 12.50 27.50 24.25 27.50 30.00

2,870.00 550.00 1,870.00 776.00 550.00 720.00

717.50 137.50 467.50 194.00 137.50 180.00

646.52 8.62 21.55

130.00 450.00

32.50 112.50

1,120.60 9,697.50

280.15 2,424.38

22.00

440.00

110.00

9,680.00

2,420.00

4.20

123.00

30.75

516.60

129.15

168.00 45.00 21.00 54.00 8.00 8.00

40.00 32.00 50.00 25.00 270.00 165.00

10.00 8.00 12.50 6.25 67.50 41.25

6,720.00 1,440.00 1,050.00 1,350.00 2,160.00 1,320.00

1,680.00 360.00 262.50 337.50 540.00 330.00

15,530.00

13.00

3.25

201,890.00

50,472.50

134.00

270.00

67.50

36,180.00

9,045.00

134.00

185.00

46.25

24,790.00

6,197.50

431.39

T (LABOR AND MATERIAL)

2,993,117.44

PRICE FOR BIDDING 31506.50

GRAND TOTAL

I.D. NO

39,000.00 39,000.00 1.00 7,000.00 18,950.00 10,000.00 5,525.00 2,535.00 9,100.00 53,110.00

1.01 1.02 1.03 1.04 1.05 1.06

2.00 13,073.40 5,967.00 2,106.00

2.01 2.02 2.03

10,760.00 2,486.25 3,510.00

2.01 2.02 2.03

28,245.00 12,773.80 4,508.40

2.01 2.02 2.03

41,157.00 18,718.70 6,606.60

2.01 2.02 2.03

112,173.00 56,193.67 19,812.78

2.01 2.02 2.03

2,152.00 994.50 351.00 303,686.45

2.01 2.02 2.03

3.00

53,300.00 813.20

3.01 3.02

6,666.00 2,497.50 647.90

3.01 3.02

42,315.00 22,545.00 4,586.60 99,603.00 8,471.88 53,325.00 16,340.00 81,406.00 19,539.90 4,987.50 417,044.48

5,033.60 7,488.00 3,120.00 30,953.21 23,986.25 12,894.02 3,640.00 7,893.60 9,152.00

3.01 3.02 3.03

3.01 3.02 3.03 3.01 3.02 3.03

3.01 3.02 3.03 3.01 3.02 3.03

3.01 3.02 3.01

3,120.00 107,280.68

3.02 3.03 4.00

24,255.00 19,781.25 788,320.00 211,530.24 15,422.40 3,990.00 19,830.12 43,253.76 1,236,783.45

4.01 4.02 4.03 4.01

4.02 4.01

14,040.00

4.02

29,250.00

4.03

9,730.50 11,310.00

5.00

87,750.00 54,600.00

5.01

51,187.50

5.02

14,300.00

5.03

27,300.00

5.04

4,088.50

5.05

3,900.00

5.06

307,456.50 5.01 5.02 3,625.00

13,750.00

6.00

1,100.00

6.01

850.00

6.02

300.00

6.03

3,500.00

6.04 6.05

56,250.00

6.07

1,890.00

6.08

1,250.00

6.09

1,875.00

6.1

850.00

6.12

1,755.00

6.13

700.00 1,200.00 1,750.00 3,750.00 1,093.75 95,488.75 22,500.00 1,500.00 2,187.50 233.75 233.75 6,012.50 170.00 2,250.00 4,500.00 1,000.00 40,587.50

7.00 7.01 7.02 7.03 7.04 7.05 7.06 7.01 7.02 7.03 7.04 7.05 7.06 7.07 7.08

7,218.75 2,200.00

7.09 7.10 7.11

1,697.50 3,587.50

8.00

687.50 2,337.50 970.00 687.50 900.00 20,286.25

8.01 8.02 8.03 8.04 8.05 8.06 8.07 8.08 8.09 8.10

1,400.75 12,121.88 12,100.00 645.75

9.00

26,268.38

9.01 9.02 9.03 9.04 9.05 9.06 9.07 9.08 9.09

8,400.00 1,800.00 1,312.50 1,687.50 2,700.00 1,650.00

252,362.50

10.00

45,225.00 30,987.50

10.01 10.02

346,125.00

10.03 10.04

2,993,117.44

11.00

/m²

11.01 11.02 11.03 11.04 11.05

11.06 11.01 11.02 11.03

TWO STOREY RESIDENTIAL BUILDING WITH ROOFD

DETAILED ESTIMATES COST (MATERIALS AND LABOR AND LABOR ONL DESCRIPTION

MATERIALS AND LA

GENERAL REQUIREMENTS Mobilization/Temporary Structures, Utilities and Services/Demobilization/Permits Earthworks Clearing and Grubbing Structural Excavation Backfilling and Compaction Gravel Bedding G-1 Select Fill Soil Poisoning

Concreting Works Concreting of Column Footing (F1) Portland Cement Crushed Gravel 1" Washed Sand Concreting of Wall Footing (WF1) Portland Cement Crushed Gravel 1" Washed Sand Column (C1 & C2) Portland Cement Crushed Gravel 3/4"" Washed Sand Beams (FTB-1, RCB-1 & RFB-1) Portland Cement Crushed Gravel 3/4"" Washed Sand Slab on Grade (S-1) Portland Cement Crushed Gravel 1" Washed Sand Stairs

Php

278.

Php Php Php Php Php Php Php

379 50 135 71 39 18 65

Php Php Php Php Php

63,257 3,916 2,421 1,105 390

Php

3,103

Php Php Php

1,992 460 650

Php

8,430

Php Php Php

5,230 2,365 834

Php

12,311

Php Php Php

7,621 3,466 1,223

Php

34,848

Php Php Php

20,772 10,406 3,669

Php

647

Portland Cement Crushed Gravel 1" Washed Sand

Php Php Php

398 184 65

Rebar Works

Php

8,162

Reinforcing Steel Bars in Footings Column Footing (C1F1) 16 mm #16 G.I. Wire Column Footing (C2F1) 16 mm #16 G.I. Wire Wall Footings 12 mm 10 mm #16 G.I. Wire

Php Php

3,582 1,651

Php Php

1,601 49

Php

1,849

Php Php Php Php Php Php

1,801 47 81 41 27 13

Php Php

1,629 731

Php Php Php

450 233 47

Php

898

Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php

600 233 63 1,686 653 300 284 69 1,032 655 284 93 1,263 738 677 60 525 275

Reinforcing Steel Bars in Column Column (C1F1) 16 mm 10 mm #16 G.I. Wire Column (C2F1) 16 mm 10 mm #16 G.I. Wire Reinforcing Steel Bars in Roof Beams FTB-1 12 mm 10 mm #16 G.I. Wire RCB-1 and RFB-2 16 mm 10 mm #16 G.I. Wire Reinforcing Steel Bars in Slabs Ground Floor Slab 12 mm #16 G.I. Wire S-1 12 mm

10 mm #16 G.I. Wire

Php Php

174 75

Installation of Forms and Scaffoldings

Php

15,776

Column form Good lumber ( 2" x 2" x 12') Plywood Ordinary, 1/4" x 4" x 8' CWN, Assorted Column & Roof beam Scaffolding Vertical Support ( 2" x 3" x 12' Good lumber) Horizontal Support (2" x 2" x 12' Good lumber) Diagonal braces (2" x 2" x 12' Good lumber) CWN, Assorted Beam form Good lumber ( 2" x 2" x 12')

Php

2,300

Php Php Php

740 1,101 458

Php

10,510

Php Php Php Php Php Php

4,551 3,527 1,896 535 2,965 1,160

Plywood Ordinary, 1/4" x 4" x 8'

Php

1,345

CWN, Assorted

Php

458

Masonry Works

Php

3,690

Masonry wall

Php

3,491

CHB 5" THK

Php

144

CHB 4" THK

Php

131

Portland Cement

Php

2,486

Washed Sand

Php

667

12mm x 6m RSB

Php

48

#61 G.I. Tie wire

Php

12

Plastering Portland Cement Washed Sand

Php Php Php

199 62 136

Installation of Doors And Windows

Php

3,236

D-1, Double swing panel door with 2" x 6" wooden frame & 2" x 6" wooden door jamb

Php

147

D-2, Panel door with 2" x 6" wooden frame & 2" x 6" wooden door jamb

Php

307

D-3, Panel door with 2" x 6" wooden frame & 2" x 6" wooden door jamb

Php

102

W-1, 12mm thk. bronze glass on powder coated aluminum frame

Php

119

W-2, 6mm thk. bronze glass on powder coated aluminum frame

Php

923

W-3, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs.

Php

574

W-4, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs.

Php

538

W-5, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs.

Php

150

W-6, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs.

Php

287

W-7, 12mm thk. bronze glass on powder coated aluminum frame

Php

43

W-8, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs.

Php

41

Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php

1,005 243 38 144 11 8 3 36 761 592 19 13 19 8 18 7 12

Electrical Works Installation of Roughing-ins Electrical Conduit uPVC, 15mmØ RSC 60mmØ Entrance Cap 60mm dia. Junction Box , 4" x 4" G.I Utility Box, 2" x 4" x G.I Grounding Rod, 2.4m x 16mm dia. Wires and Fixtures 3.5 mm2 THW wire , Stranded Duplex C.O. with Plate 3 Way Switch With Plate 40 watts Flourescent Lamp Single Switch with Plate 2-Gang Switch with Plate Incandescent Bulb 50W Panel Box, Flush Type, 4 Branches

Circuit Breaker, 20A 2P Main Circuit Breaker, 175A 2P Electrical Tape

Php Php Php

18 39 11

Plumbing Works

Php Php Php Php Php Php Php Php Php Php Php

427 236 15 23 2 2 63 1 23 47 10

Php Php Php Php Php Php Php Php Php Php

213 75 23 17 37 7 24 10 7 9

Php

87

Php Php Php Php

4 40 40 2

Php Php Php Php Php Php Php

3,643 184 88 18 13 17 28

Water Closet 1.6gpf with Accessories Kitchen Sink Faucet , Hose Bibb , Brass 3/4"Ø G.I Coupling, 3/4"Ø G.I Tee, 3/4"Ø G.I. Pipe 3/4" Sch.40 G.I. Elbow 90° x 3/4"Ø Gate Valve , 3/4"dia. Check Valve , 3/4"dia. S.S. Floor Drain 4' x 4" Sanitary works uPVC Sanitary Pipe 4"Ø x 10' uPVC Wye 4" x 4" uPVC Wye 4" x 2" uPVC Sanitary Pipe 2"Ø uPVC P-TRAP 2"Ø uPVC P-TRAP 4"Ø uPVC Elbow 45° x 4 "Ø uPVC Cleanout 4" diameter PVC Cement Painting Works Concrete surfaces Neutralizer Latex, Flat Latex, Semi Gloss Acri Color TileWorks Wall Unglazed Wall Tiles 20cm x 30cm T&B Unglazed Wall Tiles 20cm x 20cm KITCHEN Tile Trim 6mm. Lining 2" X 20cm (T&B and KITCHEN) Tile Adhesive 25kg/bag

Tile Grout 5 kg/bag Flooring Glazed Floor Tiles 20cmx 20cm (INTERIOR ) Tile Adhesive 25kg/bag Tile Grout 5 kg/bag

Php Php

17 3,458

Php

2,656

Php Php

476 326

ESIDENTIAL BUILDING WITH ROOFDECK

DETAILED ESTIMATES IALS AND LABOR AND LABOR ONLY) COST

MATERIALS AND LABOR

LABOR

Php

278.57

per m²

Php

64.29

per m²

Php Php Php Php Php Php Php

379.36 50.00 135.36 71.43 39.46 18.11 65.00

per m² per m² per m² per m² per m² per m² per m²

Php Php Php Php Php Php Php

231.50 50.00 135.36 17.86 9.11 4.18 15.00

per m² per m² per m² per m² per m² per m² per m²

Php Php Php Php Php

63,257.24 3,916.00 2,421.00 1,105.00 390.00

per m³

3,103.01

Php Php Php

1,992.59 460.42 650.00

Php

8,430.96

Php Php Php

5,230.56 2,365.52 834.89

Php

12,311.54

Php Php Php

7,621.67 3,466.43 1,223.44

Php

34,848.05

Php Php Php

20,772.78 10,406.24 3,669.03

Php

647.69

15,393.39 1,174.00 594.00 255.00 90.00 745.14 488.89 106.25 150.00 2,021.89 1,283.33 545.89 192.67 2,952.28 1,870.00 799.94 282.33 8,344.81 5,096.67 2,401.44 846.70 155.28

per m³

Php

Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php

per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³

per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³ per m³

Php Php Php

398.52 184.17 65.00

per m³ per m³ per m³

Php Php Php

97.78 42.50 15.00

per m³ per m³ per m³

Php

8,162.37

Php

2,448.71

Php Php

3,582.52 1,651.05

Php Php

1,601.60 49.45

Php

1,849.48

Php Php Php Php Php Php

1,801.80 47.68 81.99 41.60 27.08 13.31

Php Php Php Php Php Php Php

1,074.76 495.32 480.48 14.84 554.84 540.54 14.30

Php

24.60

Php Php

1,629.87 731.87

Php Php Php

450.45 233.51 47.91

Php

898.00

Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php

600.60 233.51 63.89 1,686.46 653.88 300.00 284.35 69.53 1,032.58 655.20 284.38 93.00 1,263.52 738.52 677.62 60.90 525.00 275.13

per m² per m² per m² per m² per m² per m² per m² per m² per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m² per m² per m² per m² per m² per m²

Php Php Php Php Php Php Php Php Php Php Php Php

12.48 8.12 3.99 488.96 219.56 135.14 70.05 14.37 269.40 180.18 70.05 19.17

Php

505.94

Php Php Php Php Php Php Php Php Php Php Php Php Php Php

196.16 90.00 85.31 20.86 309.77 196.56 85.31 27.90 379.06 221.56 203.29 18.27 157.50 82.54

per m² per m² per m² per m² per m² per m² per m² per m² per m² per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m per m² per m² per m² per m² per m² per m²

Php Php

174.87 75.00

per m² per m²

Php Php

52.46 22.50

per m² per m²

Php

15,776.57

Php

4,732.97

Php

2,300.24

Php Php Php

740.24 1,101.18 458.82

Php

10,510.81

Php Php Php Php Php Php

4,551.94 3,527.39 1,896.18 535.29 2,965.53 1,160.82

per m per m per m per m per m per m per m per m per m per m per m per m

Php Php Php Php Php Php Php Php Php Php Php

690.07 222.07 330.35 137.65 3,153.24 1,365.58 1,058.22 568.85 160.59 889.66 348.25

per m per m per m per m per m per m per m per m per m per m per m per m

Php

1,345.88

per m

Php

403.76

per m

Php

458.82

per m

Php

137.65

per m

Php

3,690.59

per m²

Php

1,107.18

per m²

Php

3,491.59

per m²

Php

1,047.48

per m²

Php

144.38

per m²

Php

43.31

per m²

Php

131.88

per m²

Php

39.56

per m²

Php

2,486.81

per m²

Php

746.04

per m²

Php

667.29

per m²

Php

200.19

per m²

Php

48.65

per m²

Php

14.60

per m²

Php

12.59

per m²

Php

3.78

per m²

Php Php Php

199.00 62.56 136.45

per m² per m² per m²

Php Php Php

59.70 18.77 40.93

per m² per m² per m²

Php

3,236.38

per m²

Php

970.92

per m²

Php

147.79

per m²

Php

44.34

per m²

Php

307.89

per m²

Php

92.37

per m²

Php

102.43

per m²

Php

30.73

per m²

Php

119.05

per m²

Php

35.72

per m²

Php

923.68

per m²

Php

277.11

per m²

Php

574.74

per m²

Php

172.42

per m²

Php

538.82

per m²

Php

161.64

per m²

Php

150.53

per m²

Php

45.16

per m²

Php

287.37

per m²

Php

86.21

per m²

Php

43.04

per m²

Php

12.91

per m²

Php

41.05

per m²

Php

12.32

per m²

Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php

1,005.14 243.42 38.16 144.74 11.58 8.95 3.16 36.84 761.72 592.11 19.89 13.16 19.74 8.95 18.47 7.37 12.63

per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m²

Php

301.54

Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php Php

73.03 11.45 43.42 3.47 2.68 0.95 11.05 228.52 177.63 5.97 3.95 5.92 2.68 5.54 2.21 3.79

per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m²

Php Php Php

18.42 39.47 11.51

per m² per m² per m²

Php Php Php

5.53 11.84 3.45

per m² per m² per m²

Php Php Php Php Php Php Php Php Php Php Php

427.24 236.84 15.79 23.03 2.46 2.46 63.29 1.79 23.68 47.37 10.53

per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m²

Php

128.17

Php Php Php Php Php Php Php Php Php Php

71.05 4.74 6.91 0.74 0.74 18.99 0.54 7.11 14.21 3.16

per m² per m² per m² per m² per m² per m² per m² per m² per m² per m² per m²

Php Php Php Php Php Php Php Php Php Php

213.54 75.99 23.16 17.87 37.76 7.24 24.61 10.21 7.24 9.47

per m² per m² per m² per m² per m² per m² per m² per m² per m² per m²

Php

64.06

Php Php Php Php Php Php Php Php Php

22.80 6.95 5.36 11.33 2.17 7.38 3.06 2.17 2.84

per m² per m² per m² per m² per m² per m² per m² per m² per m² per m²

Php

87.56

per m²

Php

26.27

per m²

Php Php Php Php

4.67 40.41 40.33 2.15

per m² per m² per m² per m²

Php Php

1.40 12.12

Php

12.10

Php

0.65

per m² per m² per m² per m²

Php Php Php Php Php Php Php

3,643.42 184.74 88.42 18.95 13.82 17.76 28.42

per m² per m² per m² per m² per m² per m² per m²

Php Php Php

1,093.03 55.42 26.53

Php

5.68

Php Php Php

4.14 5.33 8.53

per m² per m² per m² per m² per m² per m² per m²

Php Php

17.37 3,458.68

per m² per m²

Php Php

5.21 1,037.61

per m² per m²

Php

2,656.45

per m²

Php

796.93

per m²

Php Php

476.05 326.18

per m² per m²

Php Php

142.82 97.86

per m² per m²

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