PROJECT: PROPOSED 2-STOREY RESIDENTIAL BUILDING WITH ROOF SLAB LOCATION: BLK 15 L5 VILLAGE PARK SUBD. LANGCAAN DASMARIÑAS CITY, CAVITE OWNER: MRS. CRISANTA J. JERAMOS SUBJECT: COST ESTIMATE ITEM NO. A.
B.
C.
D.
DESCRIPTION
UNIT
QTY
EARTHWORKS Excavation Backfilling/Disposal Gravel Bedding Soil Poisoning Sub-Total A
cu.m. cu.m. cum sqm
8.28 3.80 0.69 47.50
650.00 25.00
448.50 1,187.50 1,636.00
CONCRETING Footing/Wall footing/Ftg.Tie Beam Slab on Fill Roof Beams Columns Sub-Total B
cm cm cm cm
20.00 8.00 25.00 35.00
3200.00 3200.00 3200.00 3200.00
REINFORCING BARS INCL. TIE WIRES Footing/Wall footing/Ftg.Tie Beam Slab on Fill Roof Beams Columns CHB Reinforcement Sub-Total C
kg kg kg kg kg
450.00 550.00 2000.00 2000.00 765.00
7.00
DOORS,DOOR JAMBS,AND WINDOWS Doors incl. Jambs and Hardwares W1, Jalousie Type Window
pcs
CHB CHB # 6 CHB # 4
2,898.00 456.00 241.50 950.00 4,545.50
350.00 120.00 1000.00 45.00
64,000.00 25,600.00 80000.00 112000.00 281,600.00
500.00 500.00 500.00 500.00
9,000.00 4,000.00 8000.00 21000.00 42,000.00
3700.00 3700.00 3700.00 3700.00
32.00 32.00 32.00 32.00 32.00
14,400.00 17,600.00 64000.00 64000.00 24480.00 184,480.00
7.00 7.00 7.00 7.00 7.00
2,500.00 1,800.00 1600.00 25600.00 2086.00 33,586.00
39.00 39.00 39.00 39.00 39.00
2400.00
16800.00
950.00
6650.00
3350.00
16,800.00
sqm sqm
152.00 163.00
350.00 275.00
Sub-Total E F.
PAINTING Exterior Wall Interior Wall Ceiling
36.00 45.00 92.00
200.00 200.00 200.00
Sub-Total F G.
FORMWORKS Footing Tie Beam Roof Beam Columns
sqm sqm sqm
PLUMBING WORKS Sewer Line Waterline Water Closet(440X720X740)(JT8) Uniware Lavatory(120X420X510)(JT2)(Uniware) Kitchen Sink Lavatory Faucet Faucet Floor Drain,4"X4" S/S Steel Septic Tank(PVC)
36.00 63.00 112.00
300.00 300.00 300.00
ELECTRICAL WORKS PVC Pipes 2"X4" Utility Box 4"X4" Octagonal Box Electrical wires and devices Panel Board THHN Copper wires 12mm dia. X 300mm,copperweld ground bar Switches Receptacle Sub-Total I GRAND TOTAL
7200.00 9000.00 18400.00
10800.00 18900.00 33600.00
lot lot set set set set pc pc unit
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
3500.00 1500.00 3250.00 1600.00 1600.00 500.00 125.00 160.00 12000.00
3500.00 1500.00 3250.00 1600.00 1600.00 500.00 125.00 160.00 12,000.00
22800.00 19560.00
500.00 395.00
42,360.00
75.00 75.00 75.00
2700.00 3375.00 6900.00
275.00 275.00 275.00
12,975.00
120.00 120.00 120.00
63,300.00
Sub-Total H I.
150.00 120.00
34,600.00
Sub-Total G H.
53200.00 44825.00
6,650.00
98,025.00
sqm sqm sqm
TOTAL
350.00 120.00 350.00 20.00
Sub-Total D E.
UNIT COST LABOR
MATERIAL
4320.00 7560.00 13440.00
420.00 420.00 420.00
25,320.00
2500.00 1500.00 300.00 300.00 300.00 100.00 50.00 50.00 8000.00
24,235.00
2500.00 1500.00 300.00 300.00 300.00 100.00 50.00 50.00 8,000.00
6000.00 3000.00 3550.00 1900.00 1900.00 600.00 175.00 210.00 20000.00
13,100.00
lot pc pc
1.00 23.00 34.00
5000.00 65.00 45.00
5000.00 1495.00 1530.00
2500.00 50.00 50.00
2500.00 1150.00 1700.00
7500.00 115.00 95.00
unit lot pc set pc
1.00 1.00 1.00 12.00 12.00
3500.00 4500.00 120.00 120.00 25.00
3,500.00 4500.00 120.00 1440.00 300.00 17,885.00
800.00 4500.00 75.00 50.00 50.00
800.00 4500.00 75.00 600.00 600.00 11,925.00
4300.00 9000.00 195.00 170.00 75.00
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TOTAL
2,898.00 456.00 690.00 2,137.50 6,181.50
74,000.00 29,600.00 92500.00 129500.00 157,200.00
17,550.00 21,450.00 78000.00 78000.00 29835.00 143,803.60
23450.00 23,450.00
76,000.00 64,385.00 140,385.00
9900.00 12375.00 25300.00 47,575.00
15120.00 26460.00 47040.00 88,620.00
6000.00 3000.00 3550.00 1900.00 1900.00 600.00 175.00 210.00 20,000.00 37,335.00
7500.00 2645.00 3230.00 4,300.00 9000.00 195.00 2040.00 900.00 30,285.00 674,835.10
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