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FINAL-PROJECT-SAMPLE-BILL-OF-MATERIALS (1).pdf
- 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