1. PROJECTS: PROPOSED TWO STOREY RESIDENCE WITH BASEMENT
LOCATION: INDUSTRIAL VALLEY COMPLEX, MARIKINA CITY
ITEM WORK DESCRIPTION QUANTITY UNIT
Material Cost
Php/unit
Total Cost
Php/unit
Amount
I. GENERAL REQUIREMENTS
1.00 Total Labor rates
Sub Total : GENERAL REQUIREMENTS -
STRUCTURAL WORKS
All works shall be in accordance with the Drawings, Specifications
and
Tender Documents, all to the approval and acceptance of the
Designer/Owner
1.00 DIVISION 02 - SITE WORKS
1.A Lay-out/Stake-out 378.45 sq. m -
1.B Structural Excavation 175.71 cum cu.m 0 0
1.C Disposal of excavated materials 90.04 cum cu.m 0 0
1.D Backfill and Compaction 85.67 cum cu.m 0 0
1.E 50mm thk Gravel Bedding 8.17 cum per 3.5 cu.m 7,500.00 17,498.14
1.F Grading 512.16 sq. m sq. m 0 0
1.G Soil Poisoning 378.45 sq. m liter 2,008.00 2008
1.H
1.I
others please specify:
Sub Total : DIVISION 02 - SITE CONSTRUCTION 19,506.14
2.00 DIVISION 03 - CONCRETE
BASIC CONCRETE MATERIALS & METHODS CONCRETE FORMS
& ACCESSORIES
Concrete Formworks
2.A Supply of Formworks
2.A.1 SUSPENDED SLAB AND BEAM - -
Plywood 4"x8"x1/2" (sheets) 122.35 sheets sheets 550 67,292.50
Plywood 4"x8"x1/4" 263.00 sheets sheets 350 92,050.00
Lumber 2"x2" 7,380.00 bd.ft. bd. ft. 38 280,440.00
Lumber 2"x3" 1,582.00 bd.ft. bd. ft. 56 88,592.00
Form oil 101.00 L liters 33.96 3,429.96
4" (60d CWN) (nail) 534.00 kgs per 25 kg 1,405.00 30,010.80
2.A.2 COLUMN sqm -
Plywood 4"x8"x1/2" (sheets) - sheets sheets 550 -
Plywood 4"x8"x1/4" 100.00 sheets sheets 350 35,000.00
Lumber 2"x2" 5,696.00 bd.ft. bd. ft. 38 216,448.00
Lumber 2"x3" 662.00 bd.ft. bd. ft. 56 37,072.00
Form oil 26.00 L liters 33.96 882.96
4" (60d CWN) (nail) 126.00 kgs per 25 kg 1,405.00 7,081.20
2.A.3 STAIR sqm -
Plywood 4"x8"x1/2" (sheets) - sheets sheets 550 -
Plywood 4"x8"x1/4" 19.00 sheets sheets 350 6,650.00
Lumber 2"x2" 35.00 bd.ft. bd. ft. 38 1,330.00
Lumber 2"x3" - bd.ft. bd. ft. 56 -
Form oil 15.00 L liters 33.96 509.40
4" (60d CWN) (nail) 29.00 kgs per 25 kg 1,405.00 1,629.80
2.A.4 -
-
-
-
-
-
-
2.A.5 -
-
-
-
-
-
-
others please specify:
BILL OF MATERIALS

2. Sub Total : - Formworks 868,418.62

3. 3.00
REINFORCE STEEL WORKS
3.A
3.B 10 x 6 DEFORM BARS 2525 pc pc 181 457,025.00
3.B.1 12 x 6 DEFORM BARS 472 pc pc 249 117,528.00
16 x 6 DEFORM BARS 916 pc pc 441 403,956.00
20 x 6 DEFORM BARS 791 pc pc 760 601,160.00
25 x 6 DEFORM BARS 69 pc pc 1,150.00 79,350.00
No. 16 G.I. tie wire 528 kg kg 60 31,680.00
- -
3.B.2 - -
- -
- -
- -
3.B.3 - -
- -
- -
- -
- -
- -
- -
3.B.4 - -
- -
- -
- -
- -
- -
- -
3.B.5 - -
- -
- -
- -
- -
3.B.6 - -
- -
- -
- -
- -
3.B.7 - -
- -
- -
- -
- -
1,690,699.00
4.00
4.A
4.A.1 - -
-
-
-
4.A.2 -
-
-
-
4.A.3 -
-
-
-
4.A.4 -
-
-
-
4.A.5 -
-
-
-
4.A.6 -
-
-
-
4.A.7 -
-
-
-
4.A.8
-
5.00
5.A.1
- -
- -
- -
5.A.2
Sub Total : -Cementitious Deck & UnderlaYment -

4. GRAND TOTAL COST 2,578,623.76