Bill of Materials: I. Material Cost
Bill of Materials: I. Material Cost
Bill of Materials: I. Material Cost
RECAPITULATION
Prepared by:
Civil Engineer
PRC No.:
PTR No.:
Date Issued:
Place Issued:
BILL OF MATERIALS
PROPOSED TWO(2) STOREY RESIDENTIAL BUILDING
Owner: Engr. & Mrs. TIMOTEO P. ALBAN
Location: Estafania, Amulung, Cagayan
RECAPITULATION
Prepared by:
I. MATERIAL COST
DESCRIPTION UNIT QUANTITY UNIT COST DIRECT COST
1.EARTHWORKS
a. Excavation cu.m. 34.17 150.00 5,125.50
b. Fill cu.m. 20.74 100.00 2,074.00
sub-total 7,199.50
2.CONCRETE WORKS
a. Footing cu.m. 8.56
Portland Cement bags 77 187.00 14,454.50
16 mm.Ø RSB x 6m. pcs. 25.00 323.00 8,075.00
Fine Aggregates cu.m. 4.37 380.00 1,662.50
Coarse Aggregates cu.m. 6.56 420.00 2,756.25
# tie wire kilos 3 65.00 195.00
b. Wall Footing cu.m. 10.50
Portland Cement bags 95 187.00 17,730.41
12 mm. Ø RSB x 6m. pcs. 20.00 182.00 3,640.00
10 mm. Ø RSB x 6m. pcs. 33.00 126.00 4,158.00
Fine Aggregates cu.m. 5.37 380.00 2,039.28
Coarse Aggregates cu.m. 8.05 420.00 3,380.91
# tie wire kilos 5 65.00 344.50
c. Slab on Fill cu.m. 5.50
Portland Cement bags 50 187.00 9,287.36
10 mm. Ø RSB x 6m. pcs. 99.00 126.00 12,474.00
Fine Aggregates cu.m. 2.81 380.00 1,068.19
Coarse Aggregates cu.m. 4.22 420.00 1,770.95
# tie wire kilos 12 65.00 772.20
d. Column cu.m. 8.44
Portland Cement bags 76 187.00 14,251.87
16 mm. Ø RSB x 6m. pcs. 132.00 323.00 42,636.00
10 mm. Ø RSB x 6m. pcs. 180.00 126.00 22,680.00
Fine Aggregates cu.m. 4.31 380.00 1,639.19
Coarse Aggregates cu.m. 6.47 420.00 2,717.61
# tie wire kilos 37 65.00 2,433.60
e. Roof Beam cu.m. 5.36
Portland Cement bags 48 187.00 9,050.95
16 mm. Ø RSB x 6m. pcs. 72.00 323.00 23,256.00
12 mm. Ø RSB x 6m. pcs. 29.00 182.00 5,278.00
10 mm. Ø RSB x 6m. pcs. 132.00 126.00 16,632.00
Fine Aggregates cu.m. 2.74 380.00 1,041.00
Coarse Aggregates cu.m. 4.11 420.00 1,725.88
# tie wire kilos 28 65.00 1,817.40
f. Working Table cu.m. 0.43
Portland Cement bags 4 187.00 726.10
10 mm. Ø RSB x 6m. pcs. 12.00 126.00 1,512.00
Fine Aggregates cu.m. 0.22 380.00 83.51
Coarse Aggregates cu.m. 0.33 420.00 138.46
# tie wire kilos 1.20 65.00 78.00
sub-total 231,506.63
3. MASONRY WORKS sq.m. 307.99
4" CHB pcs. 3,850 7.00 26,949.13
Portland Cement bags 162 187.00 30,236.92
Sand cu.m. 13 420.00 5,659.32
10mm. Ø RSB x 6m. pcs. 220 126.00 27,669.21
# 16 tie wire kilos 26 65.00 1,712.86
sub-total 92,227.42
4.SCAFFOLDINGS/FORMWORKS
2" X 2" X 12' Lumber bd.ft. 1,200.00 30.00 36,000.00
2" X 4" X 12' Lumber bd.ft. 800.00 30.00 24,000.00
1/2" Ordinary Plywood pcs. 40.00 300.00 12,000.00
1" CWN kilos 2.00 1,100.00 2,200.00
2-1/2" CWN kilos 4.00 1,100.00 4,400.00
4" CWN kilos 6.00 1,100.00 6,600.00
sub-total 85,200.00
5. ELECTRICAL
6. PLUMBING
Toilet & Bath Fixtures set 4.00 8,500.00 34,000.00
4" x 4" Stainless Floor Drain pcs. 4.00 175.00 700.00
Septic Vault unit 1.00 18,000.00 18,000.00
Water Lines & Fittings all l.s. 20,000.00 20,000.00
sub-total 72,700.00
7. DOOR & WINDOWS
Panel Door 2.3x2.10 sets 2.00 4,500.00 9,000.00
Panel Door 0.80 x 2.10 sets 2.00 3,500.00 7,000.00
PVC Door 0.70 x 2.10 sets 2.00 1,500.00 3,000.00
Door Lock sets 6.00 450.00 2,700.00
Aluminum Casement Window w/ 1/4"
thk clear glass sq.ft. 209.78 27.00 5,664.06
sub-total 27,364.06
8. Roofing & Tinnery Works
lot 1.00
154,000.00 154,000.00
sub-total 154,000.00
MATERIAL COST 667,076.00
LABOR COST 203,122.00
LAND COST 1,530,000.00
TOTAL COST 2,400,198.00