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Description
cost estimate Construction Works Engineering Students Polytechinic University of the Philippines BSCE Section 1 Batch 2014
Document Sample
Project : Two storey residential building with attic Total Area : 633.54 sq. m.
Owner of Project : Timothy Cy
Submitted by : John Robin V. Reopllo 2009-00836-MN-0 Section : BSCE II-1
Name and Student Number
COST ESTIMATE
MATERIALS LABOR
DESCRIPTION QTY UNIT
UNIT AMOUNT UNIT AMOUNT
CIVIL WORKS
EXCAVATION (including
112.5789 cu. m 300.00 33,773.67 90.00 10,132.10
catch basin, septic tank, etc.)
BACKFILL
60.1497 cu. m 150.00 9,022.46 45.00 2,706.74
(including compaction)
EARTHFILL
80.26 cu. m 150.00 12,039.00 45.00 3,611.70
(including compaction)
GRAVEL BEDDING
18.3 cu. m 800.00 14,640.00 240.00 4,392.00
(Ftg. And Slab on grade)
Sub-total 271.29 69,475.13 20,842.54
STRUCTURAL WORKS
CONCRETING
Footings & Columns (4000 psi) 55.23 cu.m. 5,362.00 148,104.00 1,072.00 59,241.60
Cement 434 bags 220.00 95,480.00 88.00 38,192.00
Sand 23.2 cu.m. 650.00 15,080.00 260.00 6,032.00
Gravel 46.93 cu.m. 800.00 37,544.00 320.00 15,017.60
Beams and Girders (4000 psi) 27.22 cu.m. 2,674.00 72,805.50 1,069.00 29,122.20
Cement 214 bags 220.00 47,080.00 88.00 18,832.00
Sand 11.43 cu.m. 650.00 7,429.50 260.00 2,971.80
Gravel 22.87 cu.m. 800.00 18,296.00 320.00 7,318.40
Suspended Slabs (4000 psi) 33.72 cu.m. 2,674.00 90,168.00 1,069.00 36,067.20
Cement 265 bags 220.00 58,300.00 88.00 23,320.00
Sand 14.16 cu.m. 650.00 9,204.00 260.00 3,681.60
Gravel 28.33 cu.m. 800.00 22,664.00 320.00 9,065.60
Slab on Fill (2500 psi) 34.36 cu.m. 2,659.00 91,387.50 1,063.00 36,555.00
Cement 270 bags 220.00 59,400.00 88.00 23,760.00
Sand 14.43 cu.m. 650.00 9,379.50 260.00 3,751.80
Gravel 28.26 cu.m. 800.00 22,608.00 320.00 9,043.20
Others: Stair 6.54 cu.m. 2,694.00 17,619.50 1,077.00 7,047.80
Cement 52 bags 220.00 11,440.00 88.00 4,576.00
Sand 2.75 cu.m. 650.00 1,787.50 260.00 715.00
Gravel 5.49 cu.m. 800.00 4,392.00 320.00 1,756.80
Catch Basin 0.24 cu.m. 2,797.00 671.50 1,119.00 268.60
Cement 2 bags 220.00 440.00 88.00 176.00
Sand 0.11 cu.m. 650.00 71.50 260.00 28.60
Gravel 0.2 cu.m. 800.00 160.00 320.00 64.00
Septic Tank 0.88 cu.m. 2,696.00 2,372.50 2,156.00 949.00
Cement 7 bags 220.00 1,540.00 88.00 616.00
Sand 0.37 bags 650.00 240.50 260.00 96.20
Gravel 0.74 cu.m. 800.00 592.00 320.00 236.80
Cistern tank 0.84 cu.m. 2,780.00 2,335.50 2,224.00 934.20
Cement 7 bags 220.00 1,540.00 88.00 616.00
Sand 0.35 cu.m. 650.00 227.50 260.00 91.00
Gravel 0.71 cu.m. 800.00 568.00 320.00 227.20
Sub-total 159.03 cu.m. 425,464.00 170,185.60
REBAR WORKS
Footings and Columns
10 mm 2264.4 kgs 35.00 79,254.00 14.00 31,701.60
12 mm 3363.23 kgs 35.00 117,713.05 14.00 47,085.22
16 mm 1543.61 kgs 35.00 54,026.35 14.00 21,610.54
Beams and Girders
10 mm 203.5 kgs 35.00 7,122.50 14.00 2,849.00
12 mm 1790.88 kgs 35.00 62,680.80 14.00 25,072.32
16 mm 3191.39 kgs 35.00 111,698.65 14.00 44,679.46
Suspended Slabs
12 mm 7488.65 kgs 35.00 262,102.75 14.00 104,841.10
Slab on Fill
12 mm 7275 kgs 35.00 254,625.00 14.00 101,850.00
Stairs
10 mm 7.4 kgs 35.00 259.00 14.00 103.60
12 mm 90.61 kgs 35.00 3,171.35 14.00 1,268.54
CHB
12 mm 3261.46 kgs 35.00 114,151.10 14.00 45,660.44
GI Wires
#16 871.45 kgs 50.00 43,572.50 20.00 17,429.00
Others: Septic Tank
12 mm 277.6 kgs 35.00 9,716.00 14.00 3,886.40
cistern tank
12 mm 261.17 kgs 35.00 9,140.95 14.00 3,656.38
catch basin
12 mm 74 kgs 35.00 2,590.00 14.00 1,036.00
Sub-total 31964 kgs 1,131,824.00 452,729.60
MASONRY WORKS
6" Thk. CHB 13022 pcs. 11.00 143,242.00 4.40 57,296.80
4" Thk. CHB 2972 pcs. 9.00 26,748.00 3.60 10,699.20
Cement Plastering
Cement 284 bags 220.00 62,480.00 88.00 24,992.00
Lime 284 bags 220.00 62,480.00 88.00 24,992.00
Sand 32 cu.m 650.00 20,800.00 260.00 8,320.00
Cement mortar
Cement 1403 bags 220.00 308,660.00 88.00 123,464.00
Sand 75.56 cu.m 650.00 49,114.00 260.00 19,645.60
Sub-total 673,524.00 269,409.60
GRAND TOTAL
2,300,287.13 913,167.34
(Direct Materials and Labor)
10% Overhead and Mark up : 321,345.45
12% Contractor's Profit : 385,614.54
3% Contingencies : 96,403.63
GRAND TOTAL : 4,016,818.08
Total Area : 633.54 sm
Cost/sm : 6,340.00
3.54 sq. m.
SCE II-1
E
TOTAL
AMOUNT
47,238.60
12,631.50
16,874.60
20,496.00
97,240.70
207,345.60
133,672.00
21,112.00
52,561.60
101,927.70
65,912.00
10,401.30
25,614.40
126,235.20
81,620.00
12,885.60
31,729.60
127,942.50
83,160.00
13,131.30
31,651.20
24,667.30
16,016.00
2,502.50
6,148.80
940.10
616.00
100.10
224.00
3,321.50
2,156.00
336.70
828.80
3,269.70
2,156.00
318.50
795.20
595,649.60
110,955.60
164,798.27
75,636.89
9,971.50
87,753.12
156,378.11
366,943.85
356,475.00
362.60
4,439.89
159,811.54
61,001.50
13,602.40
12,797.33
3,626.00
1,584,553.60
200,538.80
37,447.20
87,472.00
87,472.00
29,120.00
432,124.00
68,759.60
942,933.60
3,213,454.46
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