ROBELOU MARIE S.

RODA BSCE-5
PROJECT: TWO STOREY RESIDENTIAL BUILDING
LOCATION: BATO, SAMBOAN, CEBU
DATE:

MATERIAL MATERIAL
ITEM DESCRIPTION QUANTITY UNIT
UNIT COST COST
NO:
1 EARTHWORKS
A. EXCAVATION
Excavation Footing 56.75 cu.m
Excavation Wall Footing 9.84 cu.m
Excavation Tie Beam cu.m
Excavation Septik Tank 3 cu.m
B. BACKFILLING
Backfilling Footing 45.4 cu.m
Backfilling Wall Footing 9.84 cu.m
Backfilling Tie Beam cu.m
C. SOIL POISONING
Soil Poisoning 60 sq.m 23.50 1,410.00
D. GRAVEL BEDDING
Gravel Bedding Footing 57.11 cu.m 1,350.00 77,098.50
Gravel Bedding Wall Footing 9.84 cu.m 1,350.00 13,284.00
SUBTOTAL 91,792.50
2 CONCRETE WORKS
A. ISOLATED FOOTING
Cement 401 bags 210.00 84,210.00
Sand 20.38 cu.m 1,035.00 21,088.13
Gravel 56.75 cu.m 1,035.00 58,736.25
B. TIE BEAM
Cement bags 210.00 -
Sand cu.m 1,035.00 -
Gravel cu.m 1,035.00 -
C. WALL FOOTING
Cement 72 bags 210.00 15,120.00
Sand 3.74 cu.m 1,035.00 3,870.90
Gravel 9.84 cu.m 1,035.00 10,184.40
D. COLUMNS
Cement 89 bags 210.00 18,690.00
Sand 9.87 cu.m 1,035.00 10,215.45
Gravel 11.82 cu.m 1,035.00 12,233.70
E. BEAMS/GIRDERS
Cement 54 bags 210.00 11,340.00
 Sand 9.36 cu.m 1,035.00 9,687.60
Gravel 6.74 cu.m 1,035.00 6,975.90
F. SUSPENDED SLAB (SS)
Cement 82 bags 210.00 17,220.00
Sand 13 cu.m 1,035.00 13,144.50
Gravel 12 cu.m 1,035.00 12,109.50
G. SLAB ON GRADE (SOG)
Cement 126 bags 210.00 26,460.00
Sand 19 cu.m 1,035.00 19,665.00
Gravel 18 cu.m 1,035.00 18,630.00
H. STAIRS
Cement 16 bags 210.00 3,360.00
Sand 4.98 cu.m 1,035.00 5,154.30
Gravel 1.98 cu.m 1,035.00 2,049.30
SUBTOTAL 380,144.93
3 STRUCTURAL REBAR WORKS
A. ISOLATED FOOTING
12 mm dia. deformed bars 83 pcs. 234.43 19,457.69
16 mm dia. deformed bars 83 pcs. 340.00 28,220.00
G.I. Tie Wire 452.86 kg. 1,820.00 23,548.72
B. WALL FOOTING
12 mm dia. deformed bars 18 pcs. 234.43 4,219.74
G.I. Tie Wire 900.23 kg. 1,820.00 46,811.96
C. COLUMN
10 mm dia. deformed bars 201 pcs. 130.00 26,130.00
16 mm dia. deformed bars 35 pcs. 340.00 11,900.00
G.I. Tie Wire 2,906.12 kg. 1,820.00 151,118.24
D. BEAMS/GIRDERS
10 mm dia. deformed bars 175 pcs. 130.00 22,750.00
12 mm dia. deformed bars 108 pcs. 234.43 25,318.44
G.I. Tie Wire 909.17 kg. 1,820.00 47,276.84
E. SLABS
10 mm dia. deformed bars 37 pcs. 130.00 4,810.00
G.I. Tie Wire 407.81 kg. 1,820.00 21,206.12
F. STAIRS
12 mm dia. deformed bars 120 pcs. 234.43 28,131.60
G.I. Tie Wire 811.56 kg. 1,820.00 42,201.12
SUBTOTAL 503,100.47
4 FORMWORKS
A. FOOTING
Plywood Form 4'x8'x1/4" sheets 420.00 -
Coco Lumber bd-ft. 25.00 -
B. COLUMN
 Plywood Form 4'x8'x1/4" 70 sheets 420.00 29,400.00
Coco Lumber 2,076.90 bd-ft. 25.00 51,922.50
C. BEAMS/GIRDERS
Plywood Form 4'x8'x1/4" 20 sheets 420.00 8,400.00
Coco Lumber 593.40 bd-ft. 25.00 14,835.00
D. ROOF BEAMS
Plywood Form 4'x8'x1/4" 22 sheets 420.00 9,240.00
Coco Lumber 652.74 bd-ft. 25.00 16,318.50
E. SLABS
Plywood Form 4'x8'x1/4" 13 sheets 420.00 5,460.00
Coco Lumber 207.40 bd-ft. 25.00 5,185.00
F. STRAIRS
Plywood Form 4'x8'x1/4" 5 sheets 420.00 2,100.00
Coco Lumber 148.35 bd-ft. 25.00 3,708.75
SUBTOTAL 146,569.75
5 MASONRY WORKS
A. MORTAR
CHB 6" (15x20x40) 4,814 pcs. 16.00 77,024.00
Cement 589 bags 210.00 123,690.00
Sand 32.50 cu.m 1,035.00 33,637.50
B. PLASTERING
Cement 348 bags 210.00 73,080.00
Sand 19.25 cu.m 1,035.00 19,923.75
SUBTOTAL 327,355.25
6 ROOFING and CEILING WORKS
A. CEILING WORKS
4.5 mm Hardieflex 34 sheets 425.00 14,450.00
Double Furring 31 pcs. 112.56 3,489.36
Carrying Channel 39 pcs. 102.56 3,999.84
Wall Angle 24 pcs. 36.50 876.00
Hardie Screw 521 pcs. 200.00 208.40
Pan Head Screw #7 867 pcs. 450.00 3,901.50
B. ROOFING WORKS
G.I. Sheets 75 sheets 300.00 22,500.00
Ridge Roll (10") 23 lm 450.00 10,350.00
Gutter (12") 47.4 lm 550.00 26,070.00
Facia Board (1"x8") 47.4 sheets 650.00 30,810.00
SUBTOTAL 116,655.10
7 PAINTING WORKS
A. INTERIOR WALL
Latex Paint 39 gallons 320.00 12,480.00
Primer Paint 35 gallons 430.00 15,050.00
B. EXTERIOR WALL
 Latex Paint 13 gallons 320.00 4,160.00
Primer Paint 11 gallons 430.00 4,730.00
SUBTOTAL 36,420.00
8 PLUMBING WORKS
Pipes and Fittings (Sanitary) 1 lot 30,000.00 30,000.00
Pipes and Fittings (Water Line) 1 lot 20,000.00 20,000.00
SUBTOTAL 50,000.00
9 ELECTRICAL WORKS
Switches and Boxes 1 lot 30,000.00 30,000.00
Wires and Accesories 1 lot 45,000.00 45,000.00
Pipes and Fittings 1 lot 25,000.00 25,000.00
SUBTOTAL 100,000.00
10 TILE WORKS
30x30 cm 383 pcs. 18.18 6,962.94
60x60 cm 230 pcs. 55.00 12,650.00
Cement 11 bags 210.00 2310
Adhesive 7 bags 171.50 1200.5
White Cement 58 kg. 62.00 3596
SUBTOTAL 7,106.50
TOTAL DIRECT COST
11 A. MOBILAZATION AND DEMOBILIZATION
Mobilazation and Demobilization
B. TEMPORARY FACILITIES
Temporary Facilities (Bunkhouse, Electrical and Water Bills)
C. OCM
Overhead
Contingency
Miscellanous

D. PROFIT
Profit (Direct Cost + OCM) x 10%
E. TAX
VAT (Direct Cost+Profit) x 12%
TOTAL INDIRECT COST

FINAL PROJCET COST

COST PER SQUARE METER

TOTAL AREA = 120 sq.m
COST =
LABOR
LABOR TOTAL
UNIT
COST AMOUNT
COST

250.00 14,187.50 14,187.50

250.00 2,460.00 2,460.00
250.00 - -
250.00 750.00 750.00

150.00 6,810.00 6,810.00

150.00 1,476.00 1,476.00
150.00 - -

4.70 282.00 282.00

405.00 23,129.55 23,129.55

405.00 3,985.20 3,985.20
53,080.25 53,080.25

73.50 29,473.50 113,683.50

455.00 9,270.63 30,358.75
455.00 25,821.25 84,557.50

73.50 - -
455.00 - -
455.00 - -

73.50 5,292.00 20,412.00

455.00 1,701.70 5,572.60
455.00 4,477.20 14,661.60

73.50 6,541.50 25,231.50

455.00 4,490.85 14,706.30
455.00 5,378.10 17,611.80

73.50 3,969.00 15,309.00

455.00 4,258.80 13,946.40
455.00 3,066.70 10,042.60

73.50 6,027.00 23,247.00

455.00 5,778.50 18,923.00
455.00 5,323.50 17,433.00

73.50 9,261.00 35,721.00

455.00 8,645.00 28,310.00
455.00 8,190.00 26,820.00

73.50 1,176.00 4,536.00

455.00 2,265.90 7,420.20
455.00 900.90 2,950.20
151,309.03 531,453.95

75.60 6,274.80 25,732.49

119.00 9,877.00 38,097.00
22.75 10,302.57 33,851.29

75.60 1,360.80 5,580.54

22.75 20,480.23 67,292.19

45.50 9,145.50 35,275.50

119.00 4,165.00 16,065.00
22.75 66,114.23 217,232.47

45.50 7,962.50 30,712.50

75.60 8,164.80 33,483.24
22.75 20,683.62 67,960.46

45.50 1,683.50 6,493.50

22.75 9,277.68 30,483.80

75.60 9,072.00 37,203.60

22.75 18,462.99 60,664.11
203,027.21 706,127.68

105.00 - -
7.50 - -
105.00 7,350.00 36,750.00
7.50 15,576.75 67,499.25

105.00 2,100.00 10,500.00

7.50 4,450.50 19,285.50

105.00 2,310.00 11,550.00

7.50 4,895.55 21,214.05

105.00 1,365.00 6,825.00

7.50 1,555.50 6,740.50

105.00 525.00 2,625.00

7.50 1,112.63 4,821.38
41,240.93 187,810.68

5.60 26,958.40 103,982.40

73.50 43,291.50 166,981.50
455.00 14,787.50 48,425.00

73.50 25,578.00 98,658.00

455.00 8,758.75 28,682.50
119,374.15 446,729.40

90.00 3,060.00 17,510.00

34.00 1,054.00 4,543.36
33.00 1,287.00 5,286.84
36.00 864.00 1,740.00
9.75 5,079.75 5,288.15
9.75 8,453.25 12,354.75

75.00 5,625.00 28,125.00

112.50 2,587.50 12,937.50
137.50 6,517.50 32,587.50
162.50 7,702.50 38,512.50
42,230.50 158,885.60

112.00 4,368.00 16,848.00

150.50 5,267.50 20,317.50
 112.00 1,456.00 5,616.00
150.50 1,655.50 6,385.50
12,747.00 49,167.00

9,000.00 9,000.00 39,000.00

6,000.00 6,000.00 26,000.00
15,000.00 65,000.00

6,000.00 6,000.00 36,000.00

9,000.00 9,000.00 54,000.00
5,000.00 5,000.00 30,000.00
20,000.00 120,000.00

3.64 1,394.12 8,357.06

11.00 2,530.00 15,180.00
42.00 462.00 2,772.00
34.30 240.10 1,440.60
12.40 719.20 4,315.20
1,421.30 8,527.80
2,326,782.36

40,000.00

100,000.00

5% 116,339.12
5% 116,339.12
3% 69,803.47
TOTAL 302,481.71

10% 262,926.41

12% 310,765.05
1,016,173.16

3,342,955.52