Factor for Construction Estimates

(1)

Proposed Two-Storey Residential Building with Roofdeck

I. Concreting Works II. Rebar Works

PRICE LIST PRICE LIST

MATERIAL PRICE MATERIAL

LAFARGE REPUBLIC PORTLAND PLUS 40KG

₱

_203.00 _/bag _{10 mm}

WASHED SAND

₱

600.00 /m³ 12 mm

CRUSHED GRAVEL 1"

₱

_850.00 /m³ 16 mm

Concreting of Column Footing

#16 G.I. WIRE

Total Volume of Column Footing (m³) 5.4 REINFORCEMENT BARS FOR COLUMN FOOTING (F1)

D IM EN SIO N S WIDTH 1.5

Total Length for of RSB for Column Footing (m)

LENGTH 1.5 HEIGHT/THICKNESS 0.2 D IM EN SIO N S NUMBER OF CF 12 CEMENT 48.6 TOTAL COST

₱

12825.54

MATERIAL COST LABOR COST

₱

9865.8

₱

2959.74

₱

2375.1 /m³ 16 mmØ x 6m REINFORCEMENT STEEL BAR

105.6 SAND

2.7 m³ of Washed Sand TOTAL COST MATERIAL COST

₱

2106 LABOR COST

MATERIAL COST LABOR COST COST

₱

1620

₱

486

₱

390 /m³ #16 G.I. WIRE

NUMBER OF INTERSECTIONS

GRAVEL NUMBER OF FOOTING

5.4 m³ of Crushed Gravel 1" TOTAL COST LENGTH OF TIE WIRE

₱

5967 302.4

₱

4590

₱

1377

₱

1105 /m³ MATERIAL COST

LABOR COST

Concreting of Column

TOTAL COST

Total Volume of Column (m³) 11.56 ₱

REINFORCEMENT BARS FOR COLUMN FOOTING (F2)

D IM EN SIO N S WIDTH 0.25 LENGTH 0.4

C O N C R ET E M IX TU R E C LA SS A 40 kg./bag Portland Cement C O N C R ET E M IX TU R E C LA SS A

(2)

D IM EN SIO N S HEIGHT/THICKNESS 6.8

NUMBER OF COLUMN 17 D IM EN SIO N S CEMENT 104.04 TOTAL COST

₱

27456.156

₱

21120.12

₱

6336.036

₱

2375.1 /m³

16 mmØ x 6m REINFORCEMENT STEEL BAR SAND

9.9

5.78 m³ of Washed Sand TOTAL COST

₱

4508.4 MATERIAL COST

MATERIAL COST LABOR COST LABOR COST

₱

3468

₱

1040.4

₱

390 /m³ COST

#16 G.I. WIRE

GRAVEL NUMBER OF INTERSECTIONS

11.56 m³ of Crushed Gravel 1" TOTAL COST NUMBER OF FOOTING

₱

12773.8 LENGTH OF TIE WIRE

24.3

₱

9826

₱

2947.8

₱

1105 /m³

MATERIAL COST

Concreting of Wall Footing

LABOR COST

Total Volume of Wall Footing (m³) 4.4925 TOTAL COST

₱ D IM EN SIO N S WIDTH 0.5

REINFORCEMENT BARS FOR COLUMN (C1)

THICKNESS 0.15

LENGTH OF WF1 59.9

Total Length for of RSB for Column (m) CEMENT 40.4325 TOTAL COST D IM EN SIO N S

₱

10670.13675

₱

8207.7975

₱

2462.33925

₱

2375.1 /m³

16 mmØ x 6m REINFORCEMENT STEEL BAR

SAND 119.68

₱

1347.75

₱

404.325

₱

390 /m³ COST #16 G.I. WIRE C O N C R ET E M IX TU R E C LA SS A 40 kg./bag Portland Cement C O N C R ET E M IX TU R E C LA SS A 40 kg./bag Portland Cement

(3)

GRAVEL NUMBER OF LATERAL TIES

4.4925 m³ of Crushed Gravel 1" TOTAL COST NUMBER OF RSB

₱

4964.2125 NUMBER OF COLUMN

MATERIAL COST LABOR COST LENGTH OF TIE WIRE

₱

3818.625

₱

1145.5875

₱

1105 /m³ 1180.8

Concreting of Beam

MATERIAL COST

Total Volume of Beam (m³) 16.9425 LABOR COST

TOTAL COST D IM EN SIO N S WIDTH 0.5 ₱ THICKNESS 0.15

LENGTH OF BEAMS 225.9

LENGTH OF FTB-1 34.95

Total Length for of RSB for Column (m)

LENGTH OF RCB-1 190.95 CEMENT DIM EN SIO N S 152.4825 TOTAL COST

₱

40240.13175

₱

30953.9475

₱

9286.18425

₱

9.97 SAND

₱

6607.575 LABOR COST

₱

5082.75

₱

1524.825

₱

13215.15 /m³

LENGTH OF COLUMN LATERAL TIES (m)

GRAVEL PERIMETER OF COLUMN

16.9425 m³ of Crushed Gravel 1" TOTAL COST NUMBER OF COLUMN

₱

18721.4625 NUMBER OF LATERAL TIES

MATERIAL COST LABOR COST NUMBER

₱

14401.125

₱

4320.3375

₱

37442.925 /m³ SPACING

REMAINING LENGTH

Concreting of Slab (GF)

_SPACING

Total Volume of Slab (m³) 14.3445 10 mmØ x 6m REINFORCEMENT STEEL BAR

166.12 D IM EN SIO N S THICKNESS 0.15

TOTAL AREA 95.63 MATERIAL COST

LABOR COST C O N C R ET E M IX TU R E C LA SS A 40 kg./bag Portland Cement C O N C R ET E M IX TU R E C LA SS A

(4)

CEMENT COST

86.067 TOTAL COST #16 G.I. WIRE

₱

22713.0813 NUMBER OF LATERAL TIES

MATERIAL COST LABOR COST NUMBER OF RSB

₱

17471.601

₱

5241.4803

₱

1583.4 /m³ NUMBER OF COLUMN

LENGTH OF TIE WIRE SAND

98.4

₱

4303.35

₱

1291.005

₱

390 /m³ TOTAL COST

₱

GRAVEL

REINFORCEMENT BARS FOR WALL FOOTING

14.3445 m³ of Crushed Gravel 1" TOTAL COST

₱

15850.6725 Total Length of RSB for Wall Footing (m)

₱

12192.825

₱

3657.8475

₱

1105 /m³ D IM EN SIO N S

Concreting of Slab (2F and RD)

Total Volume of Slab (m³) 35.23545

D IM EN SIO N S THICKNESS 0.15

TOTAL AREA 234.903 12 mmØ x 6m REINFORCEMENT STEEL BAR

32.95 CEMENT

317.11905 TOTAL COST MATERIAL COST

₱

83687.717295 LABOR COST

₱

64375.16715

₱

19312.550145

₱

18.49 SAND

₱

13741.8255 LABOR COST

₱

10570.635

₱

3171.1905

₱

390 /m³ #16 G.I. WIRE

NUMBER OF HOOP BARS

GRAVEL NUMBER OF RSB

35.23545 m³ of Crushed Gravel 1" TOTAL COST LENGTH OF TIE WIRE

40 kg./bag Portland Cement C O N C R ET E M IX TU R E C LA SS A 40 kg./bag Portland Cement

(5)

35.23545 m³ of Crushed Gravel 1"

₱

38935.17225 180.6

₱

29950.1325

₱

8985.03975

₱

1105 /m³ MATERIAL COST

LABOR COST

Concreting of Stairs

TOTAL COST

Total Volume of Column (m³) 0.9 ₱

REINFORCEMENT BARS FOR CONCRETE BEAM (FTB-1)

D IM EN SIO N S WIDTH 1.5

LENGTH 0.2 Total Length of RSB for FTB-1

HEIGHT/THICKNESS 0.2 D_IM EN SIO N S NUMBER OF STEPS 15 CEMENT 8.1 TOTAL COST

₱

2137.59 12 mmØ x 6m REINFORCEMENT STEEL BAR

41.94

₱

1644.3

₱

493.29

₱

2375.1 /m³

MATERIAL COST

SAND LABOR COST

0.45 m³ of Washed Sand TOTAL COST COST

₱

351 Total Length of Stirrups for FTB-1

₱

270

₱

81

₱

390 /m³ PERIMETER OF FTB-1

GRAVEL _61.16

0.9 m³ of Crushed Gravel 1" TOTAL COST

₱

994.5 MATERIAL COST

₱

765

₱

229.5

₱

1105 /m³ COST

#16 G.I. WIRE

NUMBER OF STIRRUPS NUMBER OF RSB LENGTH OF TIE WIRE 550.4625

TOTAL COST

₱

REINFORCEMENT BARS FOR CONCRETE BEAM (RCB-1)

C O N C R ET E M IX TU R E C LA SS A 40 kg./bag Portland Cement

(6)

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

D IM EN SIO N S

305.52

COST

Total Length of Stirrups for RCB-1 PERIMETER OF RCB-1

10 mmØ x 6m REINFORCEMENT STEEL BAR 334.16 MATERIAL COST LABOR COST COST #16 G.I. WIRE NUMBER OF STIRRUPS NUMBER OF RSB LENGTH OF TIE WIRE 4009.95

TOTAL COST

₱

REINFORCEMENT FOR GROUND FLOOR SLAB

Total Length of RSB for GF Slab A

B

LENGTH OF RSB ALONG A ALONG B

(7)

12 mmØ x 6m REINFORCEMENT STEEL BAR 257.91 MATERIAL COST LABOR COST COST #16 G.I. WIRE NUMBER OR INTERSECTIONS

LENGTH OF TIE WIRE 1310.4

TOTAL COST

₱

REINFORCEMENT FOR 2F AND RD SLAB

NUMBER OF STEEL BARS AREA

12 mmØ x 6m REINFORCEMENT STEEL BAR 144.74

COST

NUMBER OF STEEL BARS AREA

10 mmØ x 6m REINFORCEMENT STEEL BAR 144.74 MATERIAL COST LABOR COST COST #16 G.I. WIRE NUMBER OR INTERSECTIONS

LENGTH OF TIE WIRE Total Length of 12mmØ RSB

(8)

80.886

TOTAL COST

(9)

II. Rebar Works III. Masonry Works

10 mm

₱

125.00 /pc CONCRETE HOLLOW BLOCK 5" THK

12 mm

₱

192.00 /pc CONCRETE HOLLOW BLOCK 4" THK

16 mm

₱

315.00 /pc LAFARGE REPUBLIC PORTLAND PLUS 40KG

#16 G.I. WIRE

₱

180.00 /kg WASHED SAND

REINFORCEMENT BARS FOR COLUMN FOOTING (F1) CRUSHED GRAVEL 1"

CONCRETE HOLLOW BLOCKS FOR WALL (EXTERIOR)

Total Length for of RSB for Column Footing (m) 633.6

LENGTH 3.3 NUMBER OF RSB

GROUND FLOOR

ALONG (B) _1.5 9 SECOND FLOOR

ALONG (L) 1.5 7

CONCRETE HOLLOW BLOCK 5" THK

NUMBER OF FOOTING (F1)

12

CEMENT MORTAR (CLASS C)

16 mmØ x 6m REINFORCEMENT STEEL BAR CEMENT

105.6 pcs TOTAL COST SAND

₱

43243.2

PLASTERING @ 12mm THK (CLASS B)

MATERIAL COST

₱

33264

AREA OF WALLS (TWO SIDES)

LABOR COST

₱

9979.2

CEMENT

COST ₱ 19219.2 /m SAND

#16 G.I. WIRE TOTAL COST

NUMBER OF INTERSECTIONS 63 MATERIAL COST

NUMBER OF FOOTING 16 CHB 5" THK

LENGTH OF TIE WIRE 0.3 m CEMENT

302.4 meters 5.71 kg. SAND

CHB 5" THK

MATERIAL COST

₱

1027.0188679245 CEMENT

LABOR COST

₱

308.1056603774 SAND

TOTAL COST

₱

1335.1245283019

CONCRETE HOLLOW BLOCKS FOR WALL (INTERIOR) 593.3886792453

REINFORCEMENT BARS FOR COLUMN FOOTING (F2)

Total Length for of RSB for Column Footing (m) 59.4 GROUND FLOOR

R EIN FO R C EM EN T B AR S 16 m m Ø x 6 m R E IN FO R C E M E N T S T E E L B A R

Total Area of Exterior Walls (m²)

/m²

Total Area of Interior Walls (m²)

16 m m Ø x 6 m R E IN FO R C E M E N T S T E E L B A R

(10)

Total Length for of RSB for Column Footing (m) 59.4

SECOND FLOOR

LENGTH 3.3 NUMBER OF RSB CONCRETE HOLLOW BLOCK 4" THK

ALONG (B) 1.5 9 CEMENT MORTAR (CLASS C)

ALONG (L) 1.5 9 CEMENT

NUMBER OF FOOTING (F1)

1

SAND

PLASTERING @ 8mm THK (CLASS B)

16 mmØ x 6m REINFORCEMENT STEEL BAR AREA OF WALLS (TWO SIDES)

9.9 pcs TOTAL COST CEMENT

₱

4054.05

SAND

MATERIAL COST

₱

3118.5

TOTAL COST

LABOR COST

₱

935.55

MATERIAL COST

COST ₱ 68.25 /m CHB 5" THK

#16 G.I. WIRE CEMENT

NUMBER OF INTERSECTIONS 81 SAND

NUMBER OF FOOTING 1 CHB 5" THK

LENGTH OF TIE WIRE 0.3 m CEMENT

24.3 meters 0.46 kg. SAND

Total Length of RSB for Vertical Bars

MATERIAL COST

₱

82.5283018868

LABOR COST

₱

24.758490566 TOTAL WIDTH OF WALLS

TOTAL COST

₱

107.2867924528 SPACING

47.6830188679 LENGTH

REINFORCEMENT BARS FOR COLUMN (C1) 12 mmØ x 6m REINFORCEMENT STEEL BAR

67.5229166667

Total Length for of RSB for Column (m) 718.08

MATERIAL COST LENGTH OF COLUMN 6.8

₱

12964.4 COST NUMBER OF RSB/COLUMN 6

Total Length of RSB for Horizontal Bars

NUMBER OF COLUMN 16

16 mmØ x 6m REINFORCEMENT STEEL BAR HEIGHT OF WALL

119.68 pcs TOTAL COST WIDTH

₱

49008.96

MATERIAL COST

₱

37699.2

8.98

LABOR COST

₱

11309.76

COST ₱ 68.25 /m MATERIAL COST

#16 G.I. WIRE LABOR COST

16 m m Ø x 6 m R E IN FO R C E M E N T S T E E L B A R /m² 16 m m Ø x 6 m R EIN FO R C EM EN T S TE EL BA R

(11)

NUMBER OF LATERAL TIES ₄₁ COST

NUMBER OF RSB 6

NUMBER OF COLUMN 16

LENGTH OF TIE WIRE 0.3 /m

1180.8 meters 22.28 kg.

MATERIAL COST

₱

4010.2641509434

LABOR COST

₱

1203.079245283

TOTAL COST

₱

5213.3433962264

766.6681465039 /m

Total Length for of RSB for Column (m) 59.84

LENGTH OF COLUMN 6.8

NUMBER OF RSB/COLUMN 8

NUMBER OF COLUMN 1

9.97 pcs TOTAL COST

₱

4084.08

MATERIAL COST

₱

3141.6

LABOR COST

₱

942.48

COST ₱ 68.25 /m

LENGTH OF COLUMN LATERAL TIES (m) 996.71

PERIMETER OF COLUMN 1.3 m

NUMBER OF COLUMN 17

NUMBER OF LATERAL TIES 40.5

NUMBER 11

TOTAL NUMBER OF LATERAL TIES

SPACING 0.1

REMAINING LENGTH 5.7

41

SPACING 0.2

₱

26994.2291666667

MATERIAL COST

₱

20764.7916666667

LABOR COST

_₱

6229.4375

16 m m Ø x 6 m R EIN FO R C EM EN T S TE EL BA R

(12)

COST ₱ 27.0833333333 /m

#16 G.I. WIRE

NUMBER OF LATERAL TIES ₄₁

NUMBER OF RSB 8

NUMBER OF COLUMN 1

LENGTH OF TIE WIRE 0.3 /m

98.4 meters 1.86 kg.

MATERIAL COST

₱

334.1886792453

LABOR COST

₱

100.2566037736

TOTAL COST

₱

434.4452830189

63.8890122087 /m

REINFORCEMENT BARS FOR WALL FOOTING

Total Length of RSB for Wall Footing (m) 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

WIDTH OF HOOP BARS 0.5

₱

8223.072

MATERIAL COST

₱

6325.44

LABOR COST

₱

1897.632

COST ₱ 41.6 /m

₱

3003.9930555556

MATERIAL COST

₱

2310.7638888889

LABOR COST

₱

693.2291666667

COST ₱ 27.0833333333 /m #16 G.I. WIRE

NUMBER OF HOOP BARS 200.67

NUMBER OF RSB 3

LENGTH OF TIE WIRE 0.3 m

12 m m Ø a nd 1 0 m m Ø R EIN FO R C EM EN T S TE EL B AR S

(13)

180.6 meters 3.41 kg.

MATERIAL COST

₱

613.358490566

LABOR COST

₱

184.0075471698

TOTAL COST

₱

797.3660377358

13.3116199956 /m

REINFORCEMENT BARS FOR CONCRETE BEAM (FTB-1)

Total Length of RSB for FTB-1 251.64 m

NUMBER OF RSB 6

TOP BARS ₃

BOTTOM BARS ₃

TOTAL LENGTH OF FTB-1 34.95 m

₱

10468.224

MATERIAL COST

₱

8052.48

LABOR COST

₱

2415.744

COST ₱ 41.6 /m

Total Length of Stirrups for FTB-1 366.975

PERIMETER OF FTB-1 1.2 m

₱

9938.90625

MATERIAL COST

₱

7645.3125

LABOR COST

₱

2293.59375

COST ₱ 284.375 /m #16 G.I. WIRE NUMBER OF STIRRUPS 305.8125 NUMBER OF RSB 6

550.4625 meters 10.39 kg.

MATERIAL COST

₱

1869.4952830189

LABOR COST

₱

560.8485849057

TOTAL COST

₱

2430.3438679245

810.1146226415 /m

(14)

REINFORCEMENT BARS FOR CONCRETE BEAM (RCB-1) REINFORCEMENT BARS FOR CONCRETE BEAM (RCB-1)

Total Length of RSB for RCB-1 1833.12 m

WEB BARS 2

TOP BARS ₃

BOTTOM BARS ₃

TOTAL LENGTH OF RCB-1 190.95 m

₱

125110.44

MATERIAL COST

₱

96238.8

LABOR COST

₱

28871.64

COST ₱ 68.25 /m

Total Length of Stirrups for RCB-1 2005.0

PERIMETER OF RCB-1 1.2 m

₱

54301.40625

MATERIAL COST

₱

41770.3125

LABOR COST

₱

12531.09375

COST ₱ 284.375 /m #16 G.I. WIRE NUMBER OF STIRRUPS 1670.8125 NUMBER OF RSB 8

4009.95 meters 75.66 kg.

MATERIAL COST

₱

13618.6981132075

LABOR COST

₱

4085.6094339623

TOTAL COST

₱

17704.3075471698

92.7169811321 /m

REINFORCEMENT FOR GROUND FLOOR SLAB

Total Length of RSB for GF Slab 1547.46

7.05 m SPACING ALONG A 48

13.5 m 0.15 m ALONG B 91

LENGTH OF RSB 1289.55 m

ALONG A 648 m

(15)

12 mmØ x 6m REINFORCEMENT STEEL BAR 257.91 pcs TOTAL COST

₱

64374.336

MATERIAL COST

₱

49518.72

LABOR COST

₱

14855.616

COST ₱ 14.7377142857 /m #16 G.I. WIRE NUMBER OR INTERSECTIONS 4368

1310.4 meters 24.72 kg.

MATERIAL COST

₱

4450.4150943396

LABOR COST

₱

1335.1245283019

TOTAL COST

₱

5785.5396226415

1.3245283019 /m

REINFORCEMENT FOR 2F AND RD SLAB

868.45

NUMBER OF STEEL BARS 3.221 m

AREA 269.62

₱

36127.354432

MATERIAL COST

₱

27790.27264

LABOR COST

₱

8337.081792

COST ₱ 133.9936 /m 868.45

NUMBER OF STEEL BARS 3.221 m

AREA 269.62

₱

23520.4130416667

MATERIAL COST

₱

18092.6254166667

LABOR COST

₱

5427.787625

COST ₱ 87.2354166667 /m #16 G.I. WIRE NUMBER OR INTERSECTIONS 269.62

Total Length of 12mmØ RSB

m²

Total Length of 10mmØ RSB

(16)

80.886 meters 1.53 kg.

MATERIAL COST

₱

274.7071698113

LABOR COST

₱

82.4121509434

TOTAL COST

₱

357.1193207547

(17)

III. Masonry Works III. Formworks

CONCRETE HOLLOW BLOCK 5" THK

₱

9.00 /pc Form Lumber 2" x 3" x 12' Coco Lumber CONCRETE HOLLOW BLOCK 4" THK

₱

8.00 /pc Form Lumber 2" x 2" x 12' Coco Lumber

LAFARGE REPUBLIC PORTLAND PLUS 40KG

₱

203.00 _/bag _{1/2"x4'x8' Ordinary Plywood} WASHED SAND

₱

600.00 /m³ FORMS FOR COLUMN

CRUSHED GRAVEL 1"

₱

_850.00 /m³ SIDES OF THE COLUMN

CONCRETE HOLLOW BLOCKS FOR WALL (EXTERIOR) SHORTER SIDE

LONGER SIDE 167.929

LATERAL PERIMETER OF THE COLUMN

GROUND FLOOR 85.3155 COLUMN HEIGHT

SECOND FLOOR 82.6135 NUMBER OF COLUMNS

CONCRETE HOLLOW BLOCK 5" THK 2099.1125 pcs. TOTAL AREA

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) LABOR COST

AREA OF WALLS (TWO SIDES) 335.86 m²

₱

42.651

CEMENT 48.36 bag WOOD FRAME OF COLUMNS

SAND 4.03 m³

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

TOTAL COST

₱

601323.43

MATERIAL COST LABOR COST TOTAL COST

₱

18892.0125

_₱

₱

334947.2370685

₱

100484.17112055 LABOR COST

₱

108717.23

₱

32615.17038

₱

29.000

CHB 5" THK

₱

146.25 /m² SCAFFOLDING FOR COLUMNS

CEMENT

₱

2592.94945 /m²

HORIZONTAL BRACES

SAND

₱

841.62 /m²

CONCRETE HOLLOW BLOCKS FOR WALL (INTERIOR) VERTICAL BRACES

DIAGONAL BRACES 150.005

GROUND FLOOR 65.2

Total Area of Exterior Walls (m²)

m³

(18)

SECOND FLOOR 84.805 TOTAL COST

CONCRETE HOLLOW BLOCK 4" THK 1875.0625 pcs. MATERIAL COST

LABOR COST

CEMENT MORTAR (CLASS C)

₱

1675.960

CEMENT 1430.67 bag

SAND 158.26

PLASTERING @ 8mm THK (CLASS B) TOTAL COST

AREA OF WALLS (TWO SIDES) 300.01 m² MATERIAL COST

CEMENT 28.80 bag LABOR COST

SAND 2.40 m³

₱

66.733

TOTAL COST

_₱

529966.92 FORMS FOR BEAM

MATERIAL COST LABOR COST PERIMETER OF TWO SIDES FORM

₱

15000.5

_₱

4500.15 TWO SIDE FORMS

₱

296273.1504425

₱

88881.94513275 BOTTOM FORM

₱

96393.21

₱

28917.9639 LENGTH OF BEAM CHB 5" THK

₱

130 /m² TOTAL AREA CEMENT

₱

2567.61505 /m² 1/2"x4'x8' Ordinary Plywood SAND

₱

835.38 /m²

Total Length of RSB for Vertical Bars 405.1375 m TOTAL COST

MATERIAL COST

TOTAL WIDTH OF WALLS 107.77 m LABOR COST

SPACING 0.8 m

₱

42.651

LENGTH 3.00 m WOOD FRAME OF COLUMNS

67.5229166667 pcs. TOTAL COST

₱

16853.72 TOTAL COST

MATERIAL COST LABOR COST MATERIAL COST

12964.4

₱

3889.32 LABOR COST

₱ 156.3860072376 /m

₱

55.126

Total Length of RSB for Horizontal Bars 53.885 m SCAFFOLDING FOR COLUMNS

HORIZONTAL BRACES

HEIGHT OF WALL 3

WIDTH 107.77 VERTICAL BRACES

₱

1459.3854166667

TOTAL COST

MATERIAL COST

₱

1122.6041666667

MATERIAL COST

LABOR COST

_₱

336.78125

LABOR COST

(19)

₱ 27.0833333333 /m

₱

47.165

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

(20)

(21)

(22)

(23)

(24)

(25)

PRICE LIST

MATERIAL PRICE

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

₱

132.00 /pc Form Lumber 2" x 2" x 12' Coco Lumber

₱

88.00 /pc

1/2"x4'x8' Ordinary Plywood

₱

320.00 /pc

FORMS FOR COLUMN

SIDES OF THE COLUMN 0.65 m

SHORTER SIDE 0.25 m

LONGER SIDE 0.4 m

LATERAL PERIMETER OF THE COLUMN 1.5 m

COLUMN HEIGHT 6.8 m NUMBER OF COLUMNS 17 TOTAL AREA 173.4 m² 1/2"x4'x8' Ordinary Plywood 17.7780511811 pcs TOTAL COST

₱

5688.98 LABOR COST

₱

1706.69 42.651 /m²

WOOD FRAME OF COLUMNS

Form Lumber 2" x 2" x 12' Coco Lumber 43.956

pc s TOTAL COST

₱

3868.15 LABOR COST

₱

1160.44 29.000 /m²

SCAFFOLDING FOR COLUMNS

HORIZONTAL BRACES 2427.6 bd. F

t.

VERTICAL BRACES 809.2 bd. F_t.

DIAGONAL BRACES 1352.52 bd. F

t.

bd

. F

(26)

TOTAL COST

₱

290611.46

MATERIAL COST

₱

223547.28

LABOR COST

₱

67064.18

1675.960 /m²

bd . F t. TOTAL COST

₱

8901.20 LABOR COST

₱

2670.36 66.733 /m²

FORMS FOR BEAM

PERIMETER OF TWO SIDES FORM 0.95 m

TWO SIDE FORMS 0.25 m

BOTTOM FORM 0.35 m LENGTH OF BEAM 225.9 m TOTAL AREA 214.605 m² 1/2"x4'x8' Ordinary Plywood 22.003 pcs TOTAL COST

₱

7040.85 LABOR COST

₱

2112.25 42.651 /m²

WOOD FRAME OF COLUMNS

₱

9100.29 LABOR COST

₱

2730.09 55.126 /m²

SCAFFOLDING FOR COLUMNS

HORIZONTAL BRACES 88.4775 bd. F

t.

VERTICAL BRACES 112.95 bd. F_t.

pc

s

TOTAL COST

₱

10121.83

MATERIAL COST

₱

7786.02

(27)

47.165 /m²

₱

14909.40 LABOR COST

₱

4472.82 90.316 /m²

(28)

(29)

(30)

(31)

(32)

(33)

TWO STOREY RESIDENTIAL BUILDING WITH ROOFDECK

BILL OF MATERIALS

I.D. NO DESCRIPTION UNIT

GENERAL REQUIREMENTS

Mobilization/Temporary Structures, Utilities

lot and Services/Demobilization/Permits

Sub-total 1.00 Earthworks

1.01 Clearing and Grubbing sq.m

1.02 Structural Excavation cu.m

1.03 Backfilling and Compaction cu.m

1.04 Gravel Bedding G-1 cu.m

1.05 Select Fill cu.m

1.06 Soil Poisoning sq.m

Sub-Total

2.00 Concreting Works Column Footing

2.01 Portland Cement bag

2.02 Crushed Gravel 1" cu.m

2.03 Washed Sand cu.m

Wall Footing

Column

2.02 Crushed Gravel 3/4"" cu.m

Beams

2.02 Crushed Gravel 3/4"" cu.m

Slab on Grade

(34)

Sub-total 3.00 Rebar Works Footings Column Footings 3.01 16 mm pc 3.02 #16 G.I. Wire kg Wall Footings 3.01 12 mm pc 3.02 10 mm pc 3.03 #16 G.I. Wire kg Column 3.01 16 mm pc 3.02 10 mm pc 3.03 #16 G.I. Wire kg

Roof beams & Tie beams

3.01 16 mm pc 3.02 12 mm pc 3.03 10 mm pc 3.04 #16 G.I. Wire kg Slabs 3.01 12 mm pc 3.02 10 mm pc 3.03 #16 G.I. Wire kg Sub-total

4.00 Forms and Scaffoldings Column form

4.01 Good lumber ( 2" x 2" x 12') pc

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

4.03 CWN, Assorted kg

Column & Roof beam Scaffolding

4.01 Vertical Support ( 2" x 3" x 12' Good lumber) pc

Horizontal Support (2" x 2" x 12' Good lumber) pc

Diagonal braces (2" x 2" x 12' Good lumber) pc

4.02 CWN, Assorted kg

Beam form

4.01 Good lumber ( 2" x 2" x 12') pc

(35)

4.03 CWN, Assorted kg Sub-total 5.00 Masonry Works Masonry wall 5.01 CHB 5" THK pcs. 5.02 CHB 4" THK pcs.

5.05 12mm x 6m RSB pc

5.06 #61 G.I. Tie wire kg

Plastering

Sub-total

6.00 Doors And Windows

6.01 set 6.02 set 6.03 set 6.04 set 6.05 set 6.07 set 6.08 set 6.09 set 6.1 set 6.12 set 6.13 set Sub-total 7.00 Electrical Works Roughing-ins

7.01 Electrical Conduit uPVC, 15mmØ pc

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

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

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

W-3, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs. W-4, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs. W-5, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs. W-6, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs. W-7, 12mm thk. bronze glass on powder coated aluminum frame

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

(36)

7.02 RSC 60mmØ pc

7.03

Entrance Cap 60mm dia.

pc

7.04

Junction Box , 4" x 4" G.I

pc

7.05

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

pc

7.06

Grounding Rod, 2.4m x 16mm dia.

pc Wires and Fixtures

7.01

3.5 mm2 THW wire , Stranded

box

7.02

Duplex C.O. with Plate

pc

7.03

3 Way Switch With Plate

pc

7.04

40 watts Flourescent Lamp

pc

7.05

Single Switch with Plate

pc

7.06

2-Gang Switch with Plate

pc

7.07 Incandescent Bulb 50W set

7.08 Panel Box, Flush Type, 4 Branches set

7.09 Circuit Breaker, 20A 2P set

7.10 Main Circuit Breaker, 175A 2P set

7.11 Electrical Tape pc

Sub-total 8.00 Plumbing Works

8.01 Water Closet 1.6gpf with Accessories set

8.02 Kitchen Sink set

8.03 Faucet , Hose Bibb , Brass 3/4"Ø pc

8.04 G.I Coupling, 3/4"Ø pc

8.05 G.I Tee, 3/4"Ø pc

8.06 G.I. Pipe 3/4" Sch.40 pc

8.07 G.I. Elbow 90° x 3/4"Ø pc

8.08 Gate Valve , 3/4"dia. pc

8.09 Check Valve , 3/4"dia. pc

8.10 S.S. Floor Drain 4' x 4" pc

(37)

9.00 Sanitary works

9.01 uPVC Sanitary Pipe 4"Ø x 10' pc

9.02 uPVC Wye 4" x 4" pc

9.03 uPVC Wye 4" x 2" pc

9.04 uPVC Sanitary Pipe 2"Ø pc

9.05 uPVC P-TRAP 2"Ø pc

9.06 uPVC P-TRAP 4"Ø pc

9.07 uPVC Elbow 45° x 4 "Ø pc

9.08 uPVC Cleanout 4" diameter pc

9.09 PVC Cement can

Sub-total 10.00 Painting Works

Concrete surfaces _sq.m

10.01 Neutralizer qrt

10.02 Latex, Flat gal

10.03 Latex, Semi Gloss gal

10.04 Acri Color qrt

Sub-total 11.00 TileWorks

Wall

11.01 Unglazed Wall Tiles 20cm x 30cm T&B pc

11.02 Unglazed Wall Tiles 20cm x 20cm KITCHEN pc

11.03 Tile Trim 6mm. pc

11.04 Lining 2" X 20cm (T&B and KITCHEN) pc

11.05 Tile Adhesive 25kg/bag bag

11.06 Tile Grout 5 kg/bag bag

Flooring _sq.m

11.01 Glazed Floor Tiles 20cmx 20cm_{(INTERIOR )} pc

11.02 Tile Adhesive 25kg/bag bag

11.03 Tile Grout 5 kg/bag bag

Sub-total

TOTAL BUILDING COST (LABOR AND MATERIAL)

PRICE FOR BIDDING

LABOR AND MATERIALS

(38)

(39)

TWO STOREY RESIDENTIAL BUILDING WITH ROOFDECK

BILL OF MATERIALS

QTY UNIT COST TOTAL COST

MATERIAL LABOR MATERIAL LABOR

1.00 30,000.00 9,000.00 30,000.00 9,000.00 140.00 0.00 50.00 0.00 7,000.00 75.80 0.00 250.00 0.00 18,950.00 50.00 150.00 50.00 7,500.00 2,500.00 5.00 850.00 255.00 4,250.00 1,275.00 13.00 150.00 45.00 1,950.00 585.00 140.00 50.00 15.00 7,000.00 2,100.00 48.60 203.00 66.00 9,865.80 3,207.60 5.40 850.00 255.00 4,590.00 1,377.00 2.70 600.00 180.00 1,620.00 486.00 40 203.00 66.00 8,120.00 2,640.00 2.25 850.00 255.00 1,912.50 573.75 4.5 600.00 180.00 2,700.00 810.00 105.00 203.00 66.00 21,315.00 6,930.00 11.56 850.00 255.00 9,826.00 2,947.80 5.78 600.00 180.00 3,468.00 1,040.40 153.00 203.00 66.00 31,059.00 10,098.00 16.94 850.00 255.00 14,399.00 4,319.70 8.47 600.00 180.00 5,082.00 1,524.60 417.00 203.00 66.00 84,651.00 27,522.00 50.85 850.00 255.00 43,225.90 12,967.77 25.40 600.00 180.00 15,240.60 4,572.18

(40)

8.00 203.00 66.00 1,624.00 528.00 0.90 850.00 255.00 765.00 229.50 0.45 600.00 180.00 270.00 81.00 164.00 315.00 10.00 51,660.00 1,640.00 4.28 180.00 10.00 770.40 42.80 33.00 192.00 10.00 6,336.00 330.00 18.50 125.00 10.00 2,312.50 185.00 3.41 180.00 10.00 613.80 34.10 130.00 315.00 10.50 40,950.00 1,365.00 167.00 125.00 10.00 20,875.00 1,670.00 24.14 180.00 10.00 4,345.20 241.40 306.00 315.00 10.50 96,390.00 3,213.00 41.94 192.00 10.00 8,052.48 419.40 395.00 125.00 10.00 49,375.00 3,950.00 86 180.00 10.00 15,480.00 860.00 403.00 192.00 10.00 77,376.00 4,030.00 144.74 125.00 10.00 18,092.50 1,447.40 26.25 180.00 10.00 4,725.00 262.50 44.00 88.00 26.40 3,872.00 1,161.60 18.00 320.00 96.00 5,760.00 1,728.00 30.00 80.00 24.00 2,400.00 720.00 180.38 132.00 39.60 23,810.16 7,143.05 209.67 88.00 26.40 18,450.96 5,535.29 112.71 88.00 26.40 9,918.48 2,975.54 35.00 80.00 24.00 2,800.00 840.00 69.00 88.00 26.40 6,072.00 1,821.60 22.00 320.00 96.00 7,040.00 2,112.00

(41)

30.00 80.00 24.00 2,400.00 720.00 2,100.00 9.00 2.55 18,900.00 5,355.00 1,875.00 8.00 2.55 15,000.00 4,781.25 3,032.00 203.00 57.00 615,496.00 172,824.00 275.43 600.00 168.00 165,258.00 46,272.24 76.50 192.00 9.60 14,688.00 734.40 20.00 180.00 19.50 3,600.00 390.00 77.16 203.00 54.00 15,663.48 4,166.64 56.32 600.00 168.00 33,792.00 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

(42)

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 3.00 320.00 80.00 960.00 240.00 4.00 350.00 87.50 1,400.00 350.00 1.00 3,000.00 750.00 3,000.00 750.00 35.00 25.00 6.25 875.00 218.75 4.00 4,500.00 1,125.00 18,000.00 4,500.00 2.00 600.00 150.00 1,200.00 300.00 7.00 250.00 62.50 1,750.00 437.50 11.00 17.00 4.25 187.00 46.75 11.00 17.00 4.25 187.00 46.75 13.00 370.00 92.50 4,810.00 1,202.50 8.00 17.00 4.25 136.00 34.00 5.00 360.00 90.00 1,800.00 450.00 12.00 300.00 75.00 3,600.00 900.00 4.00 200.00 50.00 800.00 200.00

(43)

11.00 525.00 131.25 5,775.00 1,443.75 11.00 160.00 40.00 1,760.00 440.00 14.00 97.00 24.25 1,358.00 339.50 14.00 205.00 51.25 2,870.00 717.50 11.00 50.00 12.50 550.00 137.50 17.00 110.00 27.50 1,870.00 467.50 8.00 97.00 24.25 776.00 194.00 5.00 110.00 27.50 550.00 137.50 6.00 120.00 30.00 720.00 180.00 646.52 8.62 130.00 32.50 1,120.60 280.15 21.55 450.00 112.50 9,697.50 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 40.00 10.00 6,720.00 1,680.00 45.00 32.00 8.00 1,440.00 360.00 21.00 50.00 12.50 1,050.00 262.50 54.00 25.00 6.25 1,350.00 337.50 8.00 270.00 67.50 2,160.00 540.00 8.00 165.00 41.25 1,320.00 330.00 431.39 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

TOTAL BUILDING COST (LABOR AND MATERIAL)

2,993,117.44

PRICE FOR BIDDING

(44)

(45)

TWO STOREY RESIDENTIAL BUILDING WITH ROOFDECK

BILL OF MATERIALS

_{COST (MATERIALS AND LABOR AND LABOR ONLY)}

DETAILED ESTIMATES

GRAND TOTAL I.D. NO

39,000.00 39,000.00 1.00 7,000.00 1.01 18,950.00 1.02 10,000.00 1.03 5,525.00 1.04 2,535.00 1.05 9,100.00 1.06 53,110.00 2.00 13,073.40 2.01 5,967.00 2.02 2,106.00 2.03 10,760.00 2.01 2,486.25 2.02 3,510.00 2.03 28,245.00 2.01 12,773.80 2.02 4,508.40 2.03 41,157.00 2.01 18,718.70 2.02 6,606.60 2.03 112,173.00 2.01 56,193.67 2.02 19,812.78 2.03

(46)

2,152.00 2.01 994.50 2.02 351.00 2.03 303,686.45 3.00 53,300.00 3.01 813.20 3.02 6,666.00 3.01 2,497.50 3.02 647.90 3.01 42,315.00 3.02 22,545.00 3.03 4,586.60 99,603.00 3.01 8,471.88 3.02 53,325.00 3.03 16,340.00 3.01 81,406.00 3.02 19,539.90 3.03 4,987.50 417,044.48 3.01 3.02 5,033.60 3.03 7,488.00 3,120.00 3.01 3.02 30,953.21 3.03 23,986.25 12,894.02 3,640.00 3.01 3.02 7,893.60 9,152.00 3.01

(47)

3,120.00 3.02 107,280.68 3.03 4.00 24,255.00 19,781.25 4.01 788,320.00 4.02 211,530.24 4.03 15,422.40 3,990.00 4.01 19,830.12 43,253.76 4.02 1,236,783.45 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

(48)

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 7.00 1,750.00 3,750.00 7.01 1,093.75 7.02 95,488.75 7.03 7.04 22,500.00 7.05 1,500.00 7.06 2,187.50 233.75 7.01 233.75 7.02 6,012.50 7.03 170.00 7.04 2,250.00 7.05 4,500.00 7.06 1,000.00 7.07 40,587.50 7.08

(49)

7.09 7,218.75 7.10 2,200.00 7.11 1,697.50 3,587.50 8.00 687.50 8.01 2,337.50 8.02 970.00 8.03 687.50 8.04 900.00 8.05 20,286.25 8.06 8.07 8.08 1,400.75 8.09 12,121.88 8.10 12,100.00 645.75 9.00 26,268.38 9.01 9.02 9.03 8,400.00 9.04 1,800.00 9.05 1,312.50 9.06 1,687.50 9.07 2,700.00 9.08 1,650.00 9.09 252,362.50 10.00 45,225.00 10.01 30,987.50 10.02 346,125.00 10.03

2,993,117.44

10.04

PRICE FOR BIDDING

11.00

/m²

11.01_11.02

11.03 11.04 11.05

(50)

11.06

11.01

11.02 11.03

(51)

TWO STOREY RESIDENTIAL BUILDING WITH ROOFDECK

DETAILED ESTIMATES

COST (MATERIALS AND LABOR AND LABOR ONLY)

DESCRIPTION COST

MATERIALS AND LABOR

GENERAL REQUIREMENTS

Mobilization/Temporary Structures, Utilities

Php 278.57

and Services/Demobilization/Permits

Earthworks

Php 379.36

Clearing and Grubbing

Php 50.00

Structural Excavation

Php 135.36

Backfilling and Compaction

Php 71.43

Gravel Bedding G-1

Php 39.46

Select Fill

Php 18.11

Soil Poisoning

Php 65.00

Concreting Works

Php 63,257.24

Concreting of Column Footing (F1)

Php 3,916.00

Portland Cement

Php 2,421.00

Crushed Gravel 1"

Php 1,105.00

Washed Sand

Php 390.00

Concreting of Wall Footing (WF1) Php 3,103.01

Portland Cement

Php 1,992.59

Crushed Gravel 1"

Php 460.42

Washed Sand

Php 650.00

Column (C1 & C2) Php 8,430.96 Portland Cement

Php 5,230.56

Crushed Gravel 3/4""

Php 2,365.52

Washed Sand

Php 834.89

Beams (FTB-1, RCB-1 & RFB-1) Php 12,311.54 Portland Cement

Php 7,621.67

Crushed Gravel 3/4""

Php 3,466.43

Washed Sand

Php 1,223.44

Slab on Grade (S-1) Php 34,848.05 Portland Cement

Php 20,772.78

Crushed Gravel 1"

Php 10,406.24

Washed Sand

Php 3,669.03

Stairs Php 647.69

(52)

Portland Cement

Php 398.52

Crushed Gravel 1"

Php 184.17

Washed Sand

Php 65.00

Rebar Works Php 8,162.37

Reinforcing Steel Bars in Footings Php 3,582.52 Column Footing (C1F1) Php 1,651.05 16 mm

Php 1,601.60

#16 G.I. Wire

Php 49.45

Column Footing (C2F1) Php 1,849.48 16 mm

Php 1,801.80

#16 G.I. Wire

Php 47.68

Wall Footings

Php 81.99

12 mm

Php 41.60

10 mm

Php 27.08

#16 G.I. Wire

Php 13.31

Reinforcing Steel Bars in Column Php 1,629.87

Column (C1F1) Php 731.87 16 mm

Php 450.45

10 mm

Php 233.51

#16 G.I. Wire

Php 47.91

Column (C2F1) Php 898.00 16 mm

Php 600.60

10 mm

Php 233.51

#16 G.I. Wire

Php 63.89

Reinforcing Steel Bars in Roof Beams

Php 1,686.46

FTB-1

Php 653.88

12 mm

Php 300.00

10 mm

Php 284.35

#16 G.I. Wire

Php 69.53

RCB-1 and RFB-2

Php 1,032.58

16 mm

Php 655.20

10 mm

Php 284.38

#16 G.I. Wire

Php 93.00

Reinforcing Steel Bars in Slabs

Php 1,263.52

Ground Floor Slab

Php 738.52

12 mm

Php 677.62

#16 G.I. Wire

Php 60.90

S-1

Php 525.00

(53)

10 mm

Php 174.87

#16 G.I. Wire

Php 75.00

Installation of Forms and Scaffoldings Php 15,776.57

Column form Php 2,300.24

Good lumber ( 2" x 2" x 12')

Php 740.24

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

Php 1,101.18

CWN, Assorted

Php 458.82

Column & Roof beam Scaffolding Php 10,510.81

Vertical Support ( 2" x 3" x 12' Good lumber)

Php 4,551.94

Horizontal Support (2" x 2" x 12' Good lumber)

Php 3,527.39

Diagonal braces (2" x 2" x 12' Good lumber)

Php 1,896.18

CWN, Assorted

Php 535.29

Beam form

Php 2,965.53

Good lumber ( 2" x 2" x 12')

Php 1,160.82

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

Php 1,345.88

CWN, Assorted

Php 458.82

Masonry Works

Php 3,690.59

Masonry wall Php 3,491.59 CHB 5" THK

Php 144.38

CHB 4" THK

Php 131.88

Portland Cement

Php 2,486.81

Washed Sand

Php 667.29

12mm x 6m RSB

Php 48.65

#61 G.I. Tie wire

Php 12.59

Plastering

Php 199.00

Portland Cement

Php 62.56

(54)

Installation of Doors And Windows

Php 3,236.38

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

Php 147.79

Php 307.89

Php 102.43

Php 119.05

Php 923.68

Php 574.74

Php 538.82

Php 150.53

Php 287.37

Php 43.04

Php 41.05

Electrical Works

Php 1,005.14

Installation of Roughing-ins

Php 243.42

Electrical Conduit uPVC, 15mmØ

Php 38.16

RSC 60mmØ

Php 144.74

Entrance Cap 60mm dia.

Php 11.58

Junction Box , 4" x 4" G.I

Php 8.95

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

Php 3.16

Grounding Rod, 2.4m x 16mm dia.

Php 36.84

Wires and Fixtures

Php 761.72

3.5 mm2 THW wire , Stranded

Php 592.11

Duplex C.O. with Plate

Php 19.89

3 Way Switch With Plate

Php 13.16

40 watts Flourescent Lamp

Php 19.74

Single Switch with Plate

Php 8.95

2-Gang Switch with Plate

Php 18.47

Incandescent Bulb 50W

Php 7.37

Panel Box, Flush Type, 4 Branches

Php 12.63

W-3, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs. W-4, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs. W-5, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs. W-6, 6mm thk. bronze glass on powder coated aluminum frame with open back, screen & lock accs. W-7, 12mm thk. bronze glass on powder coated aluminum frame

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

(55)

Circuit Breaker, 20A 2P

Php 18.42

Main Circuit Breaker, 175A 2P

Php 39.47

Electrical Tape

Php 11.51

Plumbing Works

Php 427.24

Water Closet 1.6gpf with Accessories

Php 236.84

Kitchen Sink

Php 15.79

Faucet , Hose Bibb , Brass 3/4"Ø

Php 23.03

G.I Coupling, 3/4"Ø

Php 2.46

G.I Tee, 3/4"Ø

Php 2.46

G.I. Pipe 3/4" Sch.40

Php 63.29

G.I. Elbow 90° x 3/4"Ø

Php 1.79

Gate Valve , 3/4"dia.

Php 23.68

Check Valve , 3/4"dia.

Php 47.37

S.S. Floor Drain 4' x 4"

Php 10.53

Sanitary works

Php 213.54

uPVC Sanitary Pipe 4"Ø x 10'

Php 75.99

uPVC Wye 4" x 4"

Php 23.16

uPVC Wye 4" x 2"

Php 17.87

uPVC Sanitary Pipe 2"Ø

Php 37.76

uPVC P-TRAP 2"Ø

Php 7.24

uPVC P-TRAP 4"Ø

Php 24.61

uPVC Elbow 45° x 4 "Ø

Php 10.21

uPVC Cleanout 4" diameter

Php 7.24

PVC Cement

Php 9.47

Painting Works

Php 87.56

Concrete surfaces Neutralizer

Php 4.67

Latex, Flat

Php 40.41

Latex, Semi Gloss

Php 40.33

Acri Color

Php 2.15

TileWorks

Php 3,643.42

Wall

Php 184.74

Unglazed Wall Tiles 20cm x 30cm T&B

Php 88.42

Unglazed Wall Tiles 20cm x 20cm KITCHEN

Php 18.95

Tile Trim 6mm.

Php 13.82

Lining 2" X 20cm (T&B and KITCHEN)

Php 17.76

(56)

Tile Grout 5 kg/bag

Php 17.37

Flooring

Php 3,458.68

Glazed Floor Tiles 20cmx 20cm

Php 2,656.45

(INTERIOR )

Tile Adhesive 25kg/bag

Php 476.05

(57)

TWO STOREY RESIDENTIAL BUILDING WITH ROOFDECK

DETAILED ESTIMATES

COST (MATERIALS AND LABOR AND LABOR ONLY)

COST

MATERIALS AND LABOR

LABOR

Php 278.57

Php 64.29

Php 379.36

per m²

Php 231.50

per m²

Php 50.00

per m²

Php 50.00

per m²

Php 135.36

per m²

Php 135.36

per m²

Php 71.43

per m²

Php 17.86

per m²

Php 39.46

per m²

Php 9.11

per m²

Php 18.11

per m²

Php 4.18

per m²

Php 65.00

per m²

Php 15.00

per m²

Php 63,257.24

Php 15,393.39

Php 3,916.00

Php 1,174.00

Php 2,421.00

Php 594.00

Php 1,105.00

Php 255.00

Php 390.00

Php 90.00

Php 3,103.01

Php 745.14

Php 1,992.59

Php 488.89

Php 460.42

Php 106.25

Php 650.00

Php 150.00

Php 8,430.96

Php 2,021.89

Php 5,230.56

Php 1,283.33

Php 2,365.52

Php 545.89

Php 834.89

Php 192.67

Php 12,311.54

Php 2,952.28

Php 7,621.67

Php 1,870.00

Php 3,466.43

Php 799.94

Php 1,223.44

Php 282.33

Php 34,848.05

Php 8,344.81

Php 20,772.78

Php 5,096.67

Php 10,406.24

Php 2,401.44

Php 3,669.03

Php 846.70

Php 647.69

Php 155.28

per m² per m²

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 per m³