Republic of The Philippines Province of Cebu Cebu Capitol, Cebu City
Republic of The Philippines Province of Cebu Cebu Capitol, Cebu City
Republic of The Philippines Province of Cebu Cebu Capitol, Cebu City
Province Of Cebu
Office of the Provincial Engineer
Cebu Capitol, Cebu City
A1.1(8) Provision of Field Office for the Engineer (Rental Basis) 35,065.99 0.70% - - - 0.00% 35,065.99 0.65%
B.5 Project Billboard / Sign Board 11,605.55 0.23% - - - 0.00% 11,605.55 0.22%
B.7(2) Occupational Safety & Health Program 96,050.00 1.92% - - - 0.00% 96,050.00 1.79%
1003(1)a1 Ceiling (4.5mm Metal Framing Fiber Cement Board) 582,692.36 11.66% - - - 0.00% 582,692.36 10.88%
1003(11)a1 Fiber Cement Fascia Board 19mm 68,817.00 1.38% - - - 0.00% 68,817.00 1.28%
1006(6) Steel Doors and Frame 14,174.72 0.28% - - - 0.00% 14,174.72 0.26%
1008(1)a Aluminum Glass Windows (Sliding Type) 485,980.65 9.72% - - - 0.00% 485,980.65 9.07%
1008(1)d Aluminum Glass Windows (Fixed Type) 116,495.95 2.33% - - - 0.00% 116,495.95 2.17%
1010(1) Frames (Jambs, Sill Head, Transoms and Mullions) 133,963.76 2.68% - - - 0.00% 133,963.76 2.50%
1010(2)a Hollow Core Flush Door 128,711.52 2.57% - - - 0.00% 128,711.52 2.40%
1018(1) Glazed Tiles and Trims 519,928.73 10.40% 527,061.08 - 527,061.08 10.54% 1,046,989.81 19.54%
1020(1)a Vinyl Floor Tiles 506,227.34 10.13% (506,227.34) - (506,227.34) -10.13% - 0.00%
1021(1)a Plain Cement Floor Finish 125,066.59 2.50% - - - 0.00% 125,066.59 2.33%
1046(2)a1 CHB Non-Load Bearing (Including Reinforcing Steel,100mm 602,749.59 12.06% - - - 0.00% 602,749.59 11.25%
1046(2)a2 CHB Non-Load Bearing (Including Reinforcing Steel,150mm 179,400.07 3.59% - - - 0.00% 179,400.07 3.35%
Prepared by: Checked as to Electrical Works: Checked as to Plumbing Works: Recommending Approval:
JOANNE TEODORA E. LAO MARTIN SOC. S. ALFAFARA,JR. REY C. MARIÑAS JOSEFINO ROBERTO I. LIM
Project Engineer Electrical Engineer / REE Engineer III Head - Construction Division
A1.1(8) Provision of Field Office for the Engineer (Rental Basis) MONTH 2.90
Provision of Field Office for the Engineer (Rental Basis) MONTH 2.90 12,091.72 35,065.99 2.90 35,065.99
Sub-Total : 35,065.99 0.70% - - 35,065.99 0.65%
Project Billboard / Sign Board EACH 1.00 11,605.55 11,605.55 1.00 11,605.55
Sub-Total : 11,605.55 0.23% - - 11,605.55 0.22%
Occupational Safety & Health Program L.S. 1.00 96,050.00 96,050.00 1.00 96,050.00
Sub-Total : 96,050.00 1.92% - - 96,050.00 1.79%
1003(1)a1 Ceiling (4.5mm Metal Framing Fiber Cement Board) SQ.M. 804.00
4.5mm Fiber Cement Board shts 292.00 897.18 261,977.32 292.00 261,977.32
Metal Furring and Specification (3mLenght) lengths 699.00 163.12 114,023.75 699.00 114,023.75
Carrying Channels lengths 213.00 146.81 31,270.89 213.00 31,270.89
Hanger Bars / Rod sets 1650.00 48.94 80,746.43 1,650.00 80,746.43
Channel Clip sets 1650.00 24.47 40,373.22 1,650.00 40,373.22
Wall Angle lengths 358.00 97.87 35,039.06 358.00 35,039.06
Rivets pcs 3000.00 1.63 4,893.72 3,000.00 4,893.72
1" Metal Screw pcs 5872.00 2.45 14,367.97 14,367.97
Sub-Total : 582,692.36 11.66% - - - 582,692.36 10.88%
2-12 x 300mm Fiber Cement Board L.M. 107.80 407.44 43,922.28 107.80 43,922.28
1" Metal Screws pcs 850.00 2.44 2,077.96 850.00 2,077.96
Consumables lot 1.00 22,816.77 22,816.77 1.00 22,816.77
Sub-Total : 68,817.00 1.38% - - 68,817.00 1.28%
Steel Doors and Frames (Cyclone Doors) sets 6.00 2,362.45 14,174.72 6.00 14,174.72
Consumables lot 1.00 - 1.00 -
Sub-Total : 14,174.72 0.28% - - 14,174.72 0.26%
Aluminum Glass Windows (Sliding Type) sets 54.00 8,717.29 470,733.83 54.00 470,733.83
Consumables lot 1.00 15,246.82 15,246.82 1.00 15,246.82
Sub-Total : 485,980.65 9.72% - - 485,980.65 9.07%
Aluminum Glass Windows (Fixed Type) sets 14.00 7,774.76 108,846.64 14.00 108,846.64
Consumables lot 1.00 7,649.31 7,649.31 1.00 7,649.31
Sub-Total : 116,495.95 2.33% - - 116,495.95 2.17%
.
1010(1) Frames (Jambs, Sill Head, Transoms and Mullions) SETS 55.00 55.00
Hollow Core Flush Door sets 35.00 3,677.47 128,711.52 35.00 128,711.52
Sub-Total : 128,711.52 2.57% - - 128,711.52 2.40%
Glazed Tiles pcs 2,151.00 148.59 319,618.57 2,199.00 326,750.93 4,350.00 646,369.50
Cement bags 133.00 379.73 50,504.32 133.00 50,504.32 266.00 101,008.65
Sand cu.m 14.74 2,311.41 34,070.19 14.74 34,070.19 29.48 68,140.39
Tile Grout bags 68.00 247.65 16,840.28 68.00 16,840.28 136.00 33,680.56
Tile Adhesive (25 kg) bags 133.00 495.30 65,875.21 133.00 65,875.21 266.00 131,750.41
Consumables lot 1.00 33,020.15 33,020.15 1.00 33,020.15 2.00 66,040.31
Sub-Total : 519,928.73 10.40% 527,061.08 - 1,046,989.81 19.54%
Vinyl Floor Tile pcs 6,850.00 39.44 270,159.35 (6,850.00) (270,159.35) 7.00 -
Glue Adhesive gal 15.00 1,735.33 26,029.95 (15.00) (26,029.95) 10.00 -
Cement bags 273.00 362.84 99,055.80 (273.00) (99,055.80) 16.00 -
Sand cu.m 30.25 2,208.60 66,810.21 (30.25) (66,810.21) 12.00 -
Consumables lot 1.00 44,172.04 44,172.04 (1.00) (44,172.04) 3.00 -
Sub-Total: 506,227.34 10.13% (506,227.34) - - 0.00%
100mm thk. CHB (Non-Load Bearing) pcs 10,500.00 21.53 226,089.48 10,500.00 226,089.48
Cement bags 350.00 380.96 133,334.82 350.00 133,334.82
Sand cu.m 38.89 2,318.87 90,180.72 38.89 90,180.72
Reinforcing Steel kgs 2,250.00 67.91 152,796.74 2,250.00 152,796.74
#16 Tie wire kgs 3.00 115.94 347.83 3.00 347.83
Sub-Total: 602,749.59 12.06% - - 602,749.59 11.25%
150mm thk. CHB (Non- Load Bearing ) pcs 2,420.00 26.27 63,581.76 2,420.00 63,581.76
Cement bags 97.00 377.68 36,635.05 97.00 36,635.05
Sand cu.m 10.76 2,298.93 24,736.46 10.76 24,736.46
Reinforcing Steel kgs 807.00 67.33 54,331.86 807.00 54,331.86
#16 Tie wire kgs 1.00 114.95 114.95 1.00 114.95
Sub-Total: 179,400.07 3.59% - - - 179,400.07 3.35%
Rebars - - -
12mm diameter bars lngths 556.98 45.00 25,064.30 45.00 25,064.30
10mm diameter bars lngths 384.13 19.00 7,298.42 19.00 7,298.42
Concrete - - - - -
Cement bags 441.75 30.00 13,252.39 30.00 13,252.39
Sand cu.m 2,688.89 2.10 5,646.67 2.10 5,646.67
Gravel cu.m 2,688.89 4.20 11,293.34 4.20 11,293.34
Formworks - - - - -
Phenolic board boards 1,747.78 7.00 12,234.45 7.00 12,234.45
Coco Lumber 2"x2"x10' lgths 345.71 25.00 8,642.86 25.00 8,642.86
Coco Lumber 2"x3"x10' lgths 403.33 20.00 8,066.67 20.00 8,066.67
Common Wire Nails 2" kg 124.84 3.00 374.52 3.00 374.52
Common Wire Nails 4" kg 124.84 3.00 374.52 3.00 374.52
Tiewires kgs 134.44 5.00 672.22 5.00 672.22
92,920.35 92,920.35 1.73%
Rebars - -
10mm diameter bars lngths 274.74 108.00 29,672.08 108.00 29,672.08
Concrete - - - -
Cement bags 315.95 110.00 34,754.79 110.00 34,754.79
Sand cu.m 1,923.19 8.00 15,385.52 8.00 15,385.52
Gravel cu.m 1,923.19 16.00 30,771.04 16.00 30,771.04
Tiewires kgs 96.16 14.00 1,346.23 14.00 1,346.23
111,929.66 111,929.66 2.09%
Excavation
Prepared by: Checked as to Electrical : Checked as to Plumbing Works: Recommending Approval by: Approved by:
JESSICA S. ENRIQUEZ JESSE C. MESIAS JESSELITO YPIL JOANNE TEODORA E. LAO JOSEFINO ROBERTO I. LIM
Project Quantity Project Inspector Project Inspector Project Engineer Head- Construction Division
Comformed by:
SYDNEY E. CARCEL
YES Construction
DETAILED COST ESTIMATES
Item No. :
Description : Stairs
Quantity : 2.00 sets
A. MATERIALS
Description Qty Unit Unit Cost Amount
Stairs
Rebars
12mm diameter bars 45.00 lngths 290.00 13,050.00
10mm diameter bars 19.00 lngths 200.00 3,800.00
Concrete
Cement 30.00 bags P 230.00 6,900.00
Sand 2.10 cu.m P 1,400.00 2,940.00
Gravel 4.20 cu.m P 1,400.00 5,880.00
Formworks
Phenolic board 7.00 boards P 910.00 6,370.00
Coco Lumber 2"x2"x10' 25 lgths P 180.00 4,500.00
Coco Lumber 2"x3"x10' 20 lgths P 210.00 4,200.00
Common Wire Nails 2" 3.00 kg P 65.00 195.00
Common Wire Nails 4" 3.00 kg P 65.00 195.00
Tiewires 5.00 kgs P 70.00 350.00
Item No. :
Description : Slab
Quantity : 153.00 sq.m.
A. MATERIALS
Description Qty Unit Unit Cost Amount
Stairs
Rebars
10mm diameter bars 108.00 lngths P 200.00 21,600.00
Concrete
Cement 110.00 bags P 230.00 25,300.00
Sand 8.00 cu.m P 1,400.00 11,200.00
Gravel 16.00 cu.m P 1,400.00 22,400.00
Total - Equipment : P -
ITEM ESTIMATED DIRECT COST (A+B+C) : P 88,440.00
ITEM ESTIMATED INDIRECT COST :
4,422.00
7,075.20
11,992.46
TOTAL ITEM ESTIMATED INDIRECT COST : P 23,489.66
TOTAL ITEM COST (Direct Cost + Indirect Cost) : P 111,929.66
DETAILED COST ESTIMATES
Item No. :
Description : Excavation
Quantity : 85.39 cu.m
A. MATERIALS
Description Qty Unit Unit Cost Amount
excavation
earthworks
excavation 85.39 cu.m 450.00 38,425.50
A. MATERIALS
Description Qty Unit Unit Cost Amount
4.5mm Fiber Cement Board 292.00 shts P 550.00 P 160,600.00
Metal Furring and Specification (3mLenght) 699.00 lengths 100.00 69,900.00
Carrying Channels 213.00 lengths 90.00 19,170.00
Hanger Bars / Rod 1,650.00 sets 30.00 49,500.00
Channel Clip 1,650.00 sets 15.00 24,750.00
Wall Angle 358.00 lengths 60.00 21,480.00
Rivets 3,000.00 pcs 1.00 3,000.00
1" Metal Screw 5,872.00 pcs 1.50 8,808.00
Total - Materials : P 357,208.00
B. LABOR
Description No. Days Rate Amount
Construction Foreman 1.00 16.00 P 550.00 P 8,800.00
Skilled Laborer 8.00 16.00 400.00 51,200.00
Unskilled Laborer 9.00 16.00 300.00 43,200.00
Total - Labor : P 103,200.00
C. EQUIPMENT
Description No. Days Rate Amount
Minor Tools P P
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P 460,408.00
ITEM ESTIMATED INDIRECT COST :
23,020.40
36,832.64
62,431.32
TOTAL ITEM ESTIMATED INDIRECT COST : P 122,284.36
TOTAL ITEM COST (Direct Cost + Indirect Cost) : P 582,692.36
ITEM UNIT COST / SQ.M. : P 724.74
A. MATERIALS
Description Qty Unit Unit Cost
2-12 x 300mm Fiber Cement Board 107.80 L.M. P 250.00 P
1" Metal Screws 850.00 pcs 1.50
Consumables 1.00 lot 14,000.00
Total - Materials : P
B. LABOR
Description No. Days Rate
Construction Foreman 1.00 9.00 P 550.00 P
Skilled Laborer 2.00 9.00 400.00
Total - Labor : P
C. EQUIPMENT
Description No. Days Rate
Minor Tools P P
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P
ITEM ESTIMATED INDIRECT COST :
Amount
4,950.00
7,200.00
12,150.00
Amount
54,375.00
2,718.75
4,350.00
7,373.25
14,442.00
68,817.00
638.38
Date
.
A. MATERIALS
Description Qty Unit Unit Cost
Lockset 42.00 sets P 900.00 P
Hinges 73.00 sets 600.00
Total - Materials : P
B. LABOR
Description No. Days Rate
P P
Total - Labor : P
C. EQUIPMENT
Description No. Days Rate
P P
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P
ITEM ESTIMATED INDIRECT COST :
Amount
Amount
81,600.00
4,080.00
6,528.00
11,064.96
21,672.96
103,272.96
103,272.96
Date
DETAILED COST ESTIMATES
A. MATERIALS
Description Qty Unit Unit Cost Amount
Hollow Steel Door 2.00 sets P 20,000.00 P 40,000.00
Cosummables 1.00 lot 10,000.00 10,000.00
Total - Materials : P 50,000.00
B. LABOR
Description No. Days Rate Amount
Construction Foreman 1.00 3.00 P 550.00 P 1,650.00
Skilled Laborer 2.00 3.00 400.00 2,400.00
Unskilled Laborer 2.00 3.00 300.00 1,800.00
Total - Labor : P 5,850.00
C. EQUIPMENT
Description No. Days Rate Amount
Welding Machine 1.00 3.00 P 4,000.00 P 12,000.00
Minor Tools
Total - Equipment : P 12,000.00
ITEM ESTIMATED DIRECT COST (A+B+C) : P 67,850.00
ITEM ESTIMATED INDIRECT COST :
3,392.50
5,428.00
9,200.46
TOTAL ITEM ESTIMATED INDIRECT COST : P 18,020.96
TOTAL ITEM COST (Direct Cost + Indirect Cost) : P 85,870.96
ITEM UNIT COST / SQ.M. : P 22,717.19
A. MATERIALS
Description Qty Unit Unit Cost
Steel Doors and Frames (Cyclone Doors) 6.00 sets P 1,866.67 P
Consumables 1.00 lot
Total - Materials : P
B. LABOR
Description No. Days Rate
Construction Foreman 1.00 P 550.00 P
Skilled Laborer 2.00 400.00
Unskilled Laborer 2.00 300.00
Total - Labor : P
C. EQUIPMENT
Description No. Days Rate
Welding Machine 1.00 P P
Minor Tools 1.00
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P
ITEM ESTIMATED INDIRECT COST :
Amount
-
-
-
-
Amount
-
-
-
11,200.00
560.00
896.00
1,518.72
2,974.72
14,174.72
14,174.72
Date
DETAILED COST ESTIMATES
A. MATERIALS
Description Qty Unit Unit Cost Amount
Aluminum Glass Windows (Sliding Type) 54.00 sets P 5,717.45 P 308,742.30
Consumables 1.00 lot 10,000.00 10,000.00
Total - Materials : P 318,742.30
B. LABOR
Description No. Days Rate Amount
Construction Foreman 1.00 15.00 P 550.00 P 8,250.00
Skilled Laborer 5.00 15.00 400.00 30,000.00
Unskilled Laborer 6.00 15.00 300.00 27,000.00
Total - Labor : P 65,250.00
C. EQUIPMENT
Description No. Days Rate Amount
Minor Tools P P
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P 383,992.30
ITEM ESTIMATED INDIRECT COST :
19,199.62
30,719.38
52,069.36
TOTAL ITEM ESTIMATED INDIRECT COST : P 101,988.35
TOTAL ITEM COST (Direct Cost + Indirect Cost) : P 485,980.65
ITEM UNIT COST / SQ.M. : P 6,954.50
A. MATERIALS
Description Qty Unit Unit Cost
Aluminum Glass Windows (Fixed Type) 14.00 sets P 5,082.00 P
Consumables 1.00 lot 5,000.00
Total - Materials : P
B. LABOR
Description No. Days Rate
Construction Foreman 1.00 6.00 P 550.00 P
Skilled Laborer 3.00 6.00 400.00
Unskilled Laborer 3.00 6.00 300.00
Total - Labor : P
C. EQUIPMENT
Description No. Days Rate
Minor Tools P P
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P
ITEM ESTIMATED INDIRECT COST :
Amount
3,300.00
7,200.00
5,400.00
15,900.00
Amount
92,048.00
4,602.40
7,363.84
12,481.71
24,447.95
116,495.95
6,223.07
Date
DETAILED COST ESTIMATES
A. MATERIALS
Description Qty Unit Unit Cost
Door Jambs 55.00 set P 1,400.00 P
Consumables 1.00 lot 5,000.00
P
B. LABOR
Description No. Days Rate
Construction Foreman 1.00 9.00 P 550.00 P
Skilled Laborer 3.00 9.00 400.00
Unskilled Laborer 3.00 9.00 300.00
Total - Labor : P
C. EQUIPMENT
Description No. Days Rate
Minor Tools P P
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P
ITEM ESTIMATED INDIRECT COST :
Amount
4,950.00
10,800.00
8,100.00
23,850.00
Amount
105,850.00
5,292.50
8,468.00
14,353.26
28,113.76
133,963.76
2,435.70
Date
DETAILED COST ESTIMATES
A. MATERIALS
Description Qty Unit Unit Cost
Hollow Core Flush Door 35.00 sets P 2,300.00 P
Total - Materials : P
B. LABOR
Description No. Days Rate
Construction Foreman 1.00 8.00 P 550.00 P
Skilled Laborer 3.00 8.00 400.00
Unskilled Laborer 3.00 8.00 300.00
Total - Labor : P
C. EQUIPMENT
Description No. Days Rate
Minor Tools P P
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P
ITEM ESTIMATED INDIRECT COST :
Amount
4,400.00
9,600.00
7,200.00
21,200.00
Amount
101,700.00
5,085.00
8,136.00
13,790.52
27,011.52
128,711.52
2,946.69
Date
DETAILED COST ESTIMATES
A. MATERIALS
Description Qty Unit Unit Cost
Wooden Panel Door 4.00 sets P 12,000.00 P
Total - Materials : P
B. LABOR
Description No. Days Rate
Construction Foreman 1.00 7.00 P 550.00 P
Skilled Laborer 2.00 7.00 400.00
Unskilled Laborer 2.00 7.00 300.00
Total - Labor : P
C. EQUIPMENT
Description No. Days Rate
Minor Tools P P
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P
ITEM ESTIMATED INDIRECT COST :
Amount
3,850.00
5,600.00
4,200.00
13,650.00
Amount
61,650.00
3,082.50
4,932.00
8,359.74
16,374.24
78,024.24
2,366.52
Date
DETAILED COST ESTIMATES
A. MATERIALS
Description Qty Unit Unit Cost
Glazed Tiles 2,199.00 pcs P 90.00
Cement 133.00 bags 230.00
Sand 14.74 cu.m 1,400.00
Tile Grout 68.00 bags 150.00
Tile Adhesive (25 kg) 133.00 bags 300.00
Consumables 1.00 lot 20,000.00
Total - Materials :
B. LABOR Cononsumables
Description No. Days Rate
Construction Foreman 1.00 14.00 P 550.00
Skilled Laborer 9.00 14.00 400.00
Unskilled Laborer 9.00 14.00 300.00
Total - Labor :
C. EQUIPMENT
Description No. Days Rate
Minor Tools P
Total - Equipment :
ITEM ESTIMATED DIRECT COST (A+B+C) :
ITEM ESTIMATED INDIRECT COST :
5%
8%
12%
TOTAL ITEM ESTIMATED INDIRECT COST :
TOTAL ITEM COST (Direct Cost + Indirect Cost) :
ITEM UNIT COST / SQ.M. :
P 319,236.00
Amount
P 7,700.00
50,400.00
37,800.00
P 95,900.00
Amount
P
P
P 415,136.00
20,756.80
33,210.88
49,816.32
P 103,784.00
P 518,920.00
P 1,475.21
Date
DETAILED COST ESTIMATES
A. MATERIALS
Description Qty Unit Unit Cost
Glazed Tiles 2,151.00 pcs P 90.00 P
Cement 133.00 bags 230.00
Sand 14.74 cu.m 1,400.00
Tile Grout 68.00 bags 150.00
Tile Adhesive (25 kg) 133.00 bags 300.00
Consumables 1.00 lot 20,000.00
Total - Materials : P
B. LAB Construconsumables
Description No. Days Rate
Construction Foreman 1.00 14.00 P 550.00 P
Skilled Laborer 9.00 14.00 400.00
Unskilled Laborer 9.00 14.00 300.00
Total - Labor : P
C. EQUIPMENT
Description No. Days Rate
Minor Tools P P
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P
ITEM ESTIMATED INDIRECT COST :
Amount
7,700.00
50,400.00
37,800.00
95,900.00
Amount
410,816.00
20,540.80
32,865.28
55,706.65
109,112.73
519,928.73
2,821.10
Date
DETAILED COST ESTIMATES
A. MATERIALS
Description Qty Unit Unit Cost
Unglazed Tiles 538.00 pcs P 90.00 P
Cement 48.00 bags 230.00
Sand 5.28 cu.m 1,400.00
Tile Grout 18.00 bags 150.00
Tile Adhesive (25 kgs.) 48.00 bags 300.00
Consumables 1.00 lot 10,000.00
Total - Materials : P
B. LABOR
Description No. Days Rate
Construction Foreman 1.00 10.00 P 550.00 P
Skilled Laborer 3.00 10.00 400.00
Unskilled Laborer 3.00 10.00 300.00
Total - Labor : P
C. EQUIPMENT
Description No. Days Rate
Minor Tools P P
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P
ITEM ESTIMATED INDIRECT COST :
Amount
5,500.00
12,000.00
9,000.00
26,500.00
Amount
120,452.00
6,022.60
9,636.16
16,333.29
31,992.05
152,444.05
3,464.64
Date
DETAILED COST ESTIMATES
A. MATERIALS
Description Qty Unit Unit Cost
Vinyl Floor Tile 6,850.00 pcs P 25.00 P
Glue Adhesive 15.00 gal 1,100.00
Cement 273.00 bags 230.00
Sand 30.25 cu.m 1,400.00
Consumables 1.00 lot 28,000.00
Total - Materials : P
B. LABOR:
Description No. Days Rate
Construction Foreman 1.00 14.00 P 550.00 P
Skilled Laborer 6.00 14.00 400.00
Unskilled Laborer 9.00 14.00 300.00
Total - Labor : P
C. EQUIPMENT
Description No. Days Rate
Minor Tools P P
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P
ITEM ESTIMATED INDIRECT COST :
Amount
7,700.00
33,600.00
37,800.00
79,100.00
Amount
399,990.00
19,999.50
31,999.20
54,238.64
106,237.34
506,227.34
836.74
DETAILED COST ESTIMATES
A. MATERIALS
Description Qty Unit Unit Cost Amount
Cement 170.00 bags P 230.00 P 39,100.00
Sand 18.80 cu.m 1,400.00 26,320.00
Consumable 1.00 lot 10,000.00 10,000.00
Total - Materials : P 75,420.00
B. LABOR
Description No. Days Rate Amount
Construction Foreman 1.00 12.00 P 550.00 P 6,600.00
Skilled Laborer 2.00 12.00 400.00 9,600.00
Unskilled Laborer 2.00 12.00 300.00 7,200.00
Total - Labor : P 23,400.00
C. EQUIPMENT
Description No. Days Rate Amount
Minor Tools P P
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P 98,820.00
ITEM ESTIMATED INDIRECT COST :
4,941.00
7,905.60
13,399.99
TOTAL ITEM ESTIMATED INDIRECT COST : P 26,246.59
TOTAL ITEM COST (Direct Cost + Indirect Cost) : P 125,066.59
ITEM UNIT COST / SQ.M. : P 665.25
A. MATERIALS
Description Qty Unit Unit Cost Amount
Cement 1,432.00 bags P 230.00 P 329,360.00
Sand 159.12 cu.m 1,400.00 222,768.00
Consumables 1.00 lot 40,000.00 40,000.00
Total - Materials : P 592,128.00
B. LABOR
Description No. Days Rate Amount
Construction Foreman 1.00 25.00 P 550.00 P 13,750.00
Skilled Laborer 8.00 25.00 400.00 80,000.00
Unskilled Laborer 11.00 25.00 300.00 82,500.00
Total - Labor : P 176,250.00
C. EQUIPMENT
Description No. Days Rate Amount
Equipment / Minor Tools P P
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P 768,378.00
ITEM ESTIMATED INDIRECT COST :
38,418.90
61,470.24
104,192.06
TOTAL ITEM ESTIMATED INDIRECT COST : P 204,081.20
TOTAL ITEM COST (Direct Cost + Indirect Cost) : P 972,459.20
ITEM UNIT COST / SQ.M. : P 366.69
A. MATERIALS
Description Qty Unit Unit Cost Amount
100mm thk. CHB (Non-Load Bearing) 10,500.00 pcs P 13.00 P 136,500.00
Cement 350.00 bags 230.00 80,500.00
Sand 38.89 cu.m 1,400.00 54,446.00
Reinforcing Steel 2,250.00 kgs 41.00 92,250.00
#16 Tie wire 3.00 kgs 70.00 210.00
Total - Materials : P 363,906.00
B. LABOR
Description No. Days Rate Amount
Construction Foreman 1.00 21.00 P 550.00 P 11,550.00
Skilled Laborer 6.00 21.00 400.00 50,400.00
Unskilled Laborer 8.00 21.00 300.00 50,400.00
Total - Labor : P 112,350.00
C. EQUIPMENT
Description No. Days Rate Amount
One Bagger mixer P P
Minor Tools
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P 476,256.00
ITEM ESTIMATED INDIRECT COST :
23,812.80
38,100.48
64,580.31
TOTAL ITEM ESTIMATED INDIRECT COST : P 126,493.59
TOTAL ITEM COST (Direct Cost + Indirect Cost) : P 602,749.59
ITEM UNIT COST / SQ.M. : P 755.33
A. MATERIALS
Description Qty Unit Unit Cost Amount
150mm thk. CHB (Non- Load Bearing ) 2,420.00 pcs P 16.00 P 38,720.00
Cement 97.00 bags 230.00 22,310.00
Sand 10.76 cu.m 1,400.00 15,064.00
Reinforcing Steel 807.00 kgs 41.00 33,087.00
#16 Tie wire 1.00 kgs 70.00 70.00
Total - Materials : P 109,251.00
B. LABOR
Description No. Days Rate Amount
Construction Foreman 1.00 10.00 P 550.00 P 5,500.00
Skilled Laborer 3.00 10.00 400.00 12,000.00
Unskilled Laborer 5.00 10.00 300.00 15,000.00
Total - Labor : P 32,500.00
C. EQUIPMENT
Description No. Days Rate Amount
One Bagger mixer P P
Minor Tools
Total - Equipment : P
ITEM ESTIMATED DIRECT COST (A+B+C) : P 141,751.00
ITEM ESTIMATED INDIRECT COST :
7,087.55
11,340.08
19,221.44
TOTAL ITEM ESTIMATED INDIRECT COST : P 37,649.07
TOTAL ITEM COST (Direct Cost + Indirect Cost) : P 179,400.07
ITEM UNIT COST / SQ.M. : P 1,019.32