Cost Estimates and Bill of Materials
Cost Estimates and Bill of Materials
Cost Estimates and Bill of Materials
Item
Item Description Quantity Unit Material Cost Labor Cost Unit Cost TOTAL COST
No.
GENERAL
1.00
REQUIREMENTS
1.01 Mobilization 1 lot 4,000.00 4,000.00
1.02 Demobilization lot 0.00
Temfacil (Water and
1.03 1 lot 5,000.00 5,000.00
Utilities)
Permit and
1.04 1 lot 30,000.00 30,000.00
Clearances
SUBTOTAL 39,000.00
2.00 Earthworks
Clearing and
2.01 125 sq.m - 50.00 50.00 6,250.00
Grubbing
Structural
2.02 7.16 cu.m - 1,000.00 1,000.00 7,160.00
Excavation
2.03 Gravel Bedding 7.616 cu.m 1,000.00 1,000.00 7,616.00
Backfilling and
2.04 8 cu.m - 1,000.00 1,000.00 8,000.00
Compaction
SUBTOTAL 29,026.00
3.00 Rebar Works
10mm dia. x 6m
3.01 13752.9 kg 36.00 22,044.00 495,104.40 517,148.40
DRB
16mm dia. x 6m
3.02 621.6 kg 36.00 22,377.60 22,377.60
DRB
3.03 G.I. Tie Wire 53,952.60 53,952.60
PRE-PAINTED
8.01 GALFAN ROOF 115 pc 1,070.50 24,048.00 123,107.50 147,155.50
(ROYAL MID)
Concrete Counter
Sink Type, with
11.12 Lever Type Faucet 1 set 3,150.00 3,150.00 3,150.00
and Complete
Accessories
S.S.Floor Drain 4' x
11.13 7 pc 97.50 682.50 682.50
4"
11.14 Teflon Tape 50 roll 12.00 600.00 600.00
11.15 Tissue Holder 4 pc 250.00 1,000.00 1,000.00
11.16 Mirror 4 sq.ft 100.00 400.00 400.00
11.17 Faucet, Lavatory 4 set 800.00 3,200.00 3,200.00
11.21 S.S.Strainer 4" 5 pc 400.00 2,000.00 2,000.00
11.22 Water Pump 1 HP 1 set 9,094.73 9,094.73 9,094.73
Stainless Water
11.23 1 set 18,190.00 18,190.00 18,190.00
Tank (800 Liters)
SUBTOTAL 114.00 44,043.87 ####### ####### 97,071.76
-
12.00 Sanitary Works
12.01 Catch Basin 16 unit 200.00 17,232.00 3,200.00 20,432.00
12.06 PVC Pipe 4"Ø 30 pc 210.00 6,300.00 6,300.00
uPVC Sanitary Pipe
12.10 6 pc 25.00 150.00 150.00
6"Ø
uPVC Elbow 1/8 x
12.15 6 pc 184.00 1,104.00 1,104.00
6"Ø
uPVC Elbow 1/8 x
12.16 30 pc 36.00 1,080.00 1,080.00
4"Ø
Brass Cleanout 6" x
12.29 16 pc 66.00 1,056.00 1,056.00
6"
12.31 uPVC P-Trap 4" 1 pc 42,878.52 42,878.52 42,878.52
Three Chamber
12.32 1 unit 28,482.49 28,482.49 28,482.49
Septic Vault
12.33 PVC Cement 12 can 4,620.00 55,440.00 665,280.00
Average CONTRACTOR'S
Item of OCM (12% of VAT (12% of
Description Time Quantiy Unit Amount PROFIT (10% of AMOUNT % WT
Work DC) DC+IC)
(days) DC)
1 Mobilization and Demobilization 3
cu.m
1.1 Clearing and Grubbing 7 125.00 6250.00 750.00 625 915.00 8540.00 0.18515
cu.m
1.2 Structural Excavation 7 7.16 7160.00 859.20 716 1048.22 9783.42 0.212107
cu.m
1.3 Backfilling and Compaction 5 7.62 7616.00 913.92 761.6 1114.98 10406.50 0.225616
cu.m
1.4 Gravel Bedding 3 8.00 8000.00 960.00 800 1171.20 10931.20 0.236991
pc
2 Rebar Works 33 14374.50 593478.60 71217.43 59347.86 86885.27 810929.16 17.58116
bd.ft
3 Formworks 40 96.00 44587.00 5350.44 4458.7 6527.54 60923.68 1.320842
cu.m
4 Concrete works 48 1175.00 379810.00 45577.20 37981 55604.18 518972.38 11.25146
sq.m.
5 Masonry Works 60 9525.00 421668.00 50600.16 42166.8 61732.20 576167.16 12.49146
pc
6 Roofing Works 36 1379.00 187712.50 22525.50 18771.25 27481.11 256490.36 5.56078
set
7 Doors and Windows 14 24.00 256963.50 30835.62 25696.35 37619.46 351114.93 7.612267
sq.m.
8 Carpentry Works 30 164.00 53818.00 6458.16 5381.8 7878.96 73536.92 1.5943
lot
9 Electrical Works 54 1604.00 277218.25 33266.19 27721.825 40584.75 378791.02 8.212292
lot
10 Plumbing Works 32 114.00 97071.76 11648.61 9707.176 14211.31 132638.85 2.875646
lot
11 Sanitary Works 24 118.00 766763.01 92011.56 76676.30095 112254.10 1047704.98 22.71453
sq.m.
12 Painting works 18 136.00 94960.60 11395.27 9496.06 13902.23 129754.16 2.813105
sq.m.
13 Tileworks 14 748.00 161673.10 19400.77 16167.31 23668.94 220910.12 4.789391
sq.m.
14 Waterproofing 12 5.00 10900.00 1308.00 1090 1595.76 14893.76 0.322901
0 0 0
122 122 122 122 122 122 122
0 0 0 0 0 0 0
139 139 139 139 139 139 139
8 8 8 8 8 8 8
208 208 208 208 208
1 1 1 1 1
364 364 364
4 4 4
### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
# # # # # # # # # # # # # # # # # #
152 152 152 152 152 152
3 3 3 3 3 3
122 122 122 122 122 122 122 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 # # # # # # # # # # # # # # # # # #
### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
# # # # # # # # # # # # # # #
152 152 152 152 152 152 152 152 152 152 152 152 152 152 152 152 152 152 152 152 152 152 152 152 152 152 152 152
3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
### ### ### ### ### ### ### ### ### ### ### ### ###
# # # # # # # # # # # # #
414 414 414 414 414 414 414 414 414 414 414 414 414
5 5 5 5 5 5 5 5 5 5 5 5 5
### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
# # # # # # # # # # # # # # # # # # # # # # # # # # # #
414 414 414 414 414 414 414 414 414 414 414 414 414 414 414 414 414 414 414
5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5
### ### ### ### ### ### ### ### ###
# # # # # # # # #
### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
# # # # # # # # # # # # # # # # # # # # # # # # # # # #
245 245 245 245 245 245 245 245 245 245 245 245 245
1 1 1 1 1 1 1 1 1 1 1 1 1
701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701
5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5
### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
# # # # # # # # # # # # # # #
### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
# # # # # # # # # # # # # # # # # # # # # # # # # # # #
960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960 960
3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
245 245 245 245 245 245 245 245 245 245 245 245 245 245 245 245 245
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701 701
5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5
### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
# # # # # # # # # # # # # # # # # # # # # # # # # # # #
960 960 960 960 960 960 960 960 960 960 960
3 3 3 3 3 3 3 3 3 3 3
712 712 712 712 712 712 712 712 712 712 712 712 712 712 712 712 712
5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5
### ### ### ### ### ### ### ### ### ### ### ### ### ###
# # # # # # # # # # # # # #
7125 7125 7125 7125 7125 7125 7125 7125 7125 7125 7125 7125 7125 7125 7125 7125 7125 7125 7125
7209 7209 7209 7209 7209 7209 7209 7209 7209 7209 7209
100
80
60
40
20
0
0 20 40 60 80 100 120 140 160 180 200
II. PERT-CPM
7 days
B C H
Masonry Works
A
Rebar works Concrete Works Roofing Works
33 days 48 days I 60 days J 36 days
O
Moving
T
Gravel Doors and out
Bedding
E Plumbing Windows
R
3 days Works Sanitary Carpentry 14 days P
32 days Works Works
30 days Waterproofing
N
24 days
L M 12 days