Project Location Date
Proposed 2 Story School Building Solano, Nueva Vizcaya August 09, 2014
BILL OF MATERIALS ITEM ITEM OF WORK/PARTICULARS NO. 1 SITE WORKS Excavation Filling / Backfilling 2
QTY
UNIT
UNIT COST
MATLS COST
0.00 m3 150.00
0.00 0.00
508.00 pcs 111.70 kgs 347.93 bgs
170.00 75.00 240.00
86,360.00 8,377.64 83,502.32
Sand
19.33 m3
250.00
4,832.31
Gravel
35.41 m
350.00
12,392.10 195,464.37
642.00 pcs 516.75 pcs 102.25 kgs 338.34 bgs
190.00 120.00 75.00 240.00
121,980.00 62,010.00 7,668.68 81,200.88
Sand
18.80 m3
250.00
4,699.13
Gravel
37.59 m3
350.00
13,157.55 290,716.23
82.32 pcs 11.57 kgs 76.71 bgs
120.00 75.00 240.00
9,878.85 867.69 18,411.45
5.18 m3
250.00
1,294.47
10.36 m3
350.00
3,624.52 34,076.98
38.08 pcs 225.90 pcs 322.96 pcs 727.43 pcs 151.97 kgs 463.28 bgs
220.00 190.00 170.00 120.00 75.00 240.00
8,377.60 42,920.05 54,904.02 87,292.00 11,397.74 111,188.27
25.74 m3
250.00
6,434.51
MASONRY AND STEEL WORKS A. COLUMN FOOTINGS 12mm ф RSB #16 Tie wire Cement
0.00 m3
3
B. COLUMNS 16mm ф RSB 10mm ф RSB #16 Tie wire Cement
C. WALL FOOTING 10mm ф RSB #16 Tie wire Cement Sand Gravel D. GIRDER & BEAM 20mm ф RSB 16mm ф RSB 12mm ф RSB 10mm ф RSB #16 Tie wire Cement Sand
Gravel E. MASONRY WALLS 6" CHB 4" CHB 10mm ф RSB #16 Tie wire Cement
51.48 m3
6,047.54 pcs 2,752.00 pcs 520.84 pcs 20.00 kgs 607.34 bgs
350.00
18,016.62 289,233.15
8.00 7.50 120.00 75.00 250.00
48,380.30 20,640.00 62,500.28 1,500.01 151,834.57
Sand
50.40 m3
350.00
17,640.66 254,115.52
F. FINISHING/PLASTERING (BOTH FACE) Cement
179.15 bgs
240.00
42,996.51
Sand
14.93 m3
250.00
3,732.34 46,728.85
378.40 pcs 280.67 pcs 31.49 kgs 542.52 bgs
170.00 120.00 75.00 240.00
64,328.00 33,680.54 2,361.70 130,204.03
Sand
32.68 m3
250.00
8,170.13
Gravel
65.36 m3
350.00
22,876.37 197,292.77
12mm ф RSB #16 Tie wire Cement
84.00 pcs 5.71 kgs 37.84 bgs
170.00 75.00 240.00
14,280.00 427.92 9,082.11
Sand
2.10 m3
250.00
525.59
Gravel
4.20 m
350.00
1,471.64 11,507.26
325.00 1,250.00 285.00 220.00 490.00
38,350.00 7,500.00 38,913.43 0.00 9,310.00 94,073.43
G. FLOORING/SLAB 12mm ф RSB 10mm ф RSB #16 Tie wire Cement
H. STAIR
3
CARPENTRY A. TRUSS/ROOF FRAMING 1-1/2 x 1-1/2 x 1/4 A Bar 4 x 2 x 3/16 Tubular Bar 2 x 4 (1.2) C Purlins 2 x 4 (.8) C Purlins 1" x 12" x 14' (Facia Board) B. CEILING (OPTIONAL) 2 x 2 x 12 1/4" thk. Marine plywood CWN assorted
4
3
118.00 pcs 6.00 pcs 136.54 pcs 0.00 pcs 19.00 pcs
0.00 pcs 0.00 pcs 0.00 kgs
0.00 0.00 0.00 0.00
TINNERY WORKS 0.4mm LS color roof
342.14 m2
195.00
66,717.30
0.4mm LS pre fab ridge roll 17.00 pcs 0.4mm LS pre fab gutter 31.00 pcs 0.4mm LS pre fab end flash 0.00 pcs Blind rivets 1,244.47 pcs Tek screw 4,977.87 pcs 5
6
7
8
9
180.00 180.00 180.00 0.50 1.00
3,060.00 5,580.00 0.00 622.23 4,977.87 80,957.40
DOORS AND WINDOWS Door
40.32 m2
1,500.00
60,480.00
Roll up Window
56.12 m
1,200.00
67,346.40 127,826.40
1/4" thk. Plywd. 2 x 2 x 12 assorted CWN
49.75 pcs 338.16 pcs 10.00 kgs
280.00 120.00 75.00
13,928.69 40,579.43 750.00 55,258.11
2
FORMWORKS
ELECTRICAL l.s
20,000.00 20,000.00
l.s
20,000.00 20,000.00
PLUMBING
PAINTING (OPTIONAL) TOTAL MATERIAL COST TOTAL LABOR COST GRAND TOTAL
Prepared by:
SHERWIN M. SARMIENTO Civil Engineer Lic. No. 0128257
3,612,786.87
Noted by:
ing
LABOR COST
TOTAL COST
Bayanihan Bayanihan 0.00
4,916.64
200,381.01
18,894.21
309,610.44
6,780.60
40,857.58
6,490.77
295,723.92
9,854.39
263,969.91
4,169.16
50,898.01
14,372.44
211,665.21
14,372.44
25,879.70
11,217.00
105,290.43
12,998.49
93,955.89
127,826.40
2,191.50
57,449.61
6,000.00
26,000.00
1,500.00
21,500.00
113,757.64 3,726,544.51
Approved by:
