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Item Qty Uom Unit Cost Labor Cost

This document contains a bill of quantities for a construction project. It lists materials, labor costs, and unit costs for demolition works, earthworks, concrete works, rebar works, formworks and scaffolding, masonry works, and other items. The total project cost is estimated at 1,293,482.42 Philippine Pesos. Key costs include 364,038.82 pesos for materials, 904,081.20 pesos for labor, and 25,362.40 pesos for contingencies.

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PinunO kamo
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99 views7 pages

Item Qty Uom Unit Cost Labor Cost

This document contains a bill of quantities for a construction project. It lists materials, labor costs, and unit costs for demolition works, earthworks, concrete works, rebar works, formworks and scaffolding, masonry works, and other items. The total project cost is estimated at 1,293,482.42 Philippine Pesos. Key costs include 364,038.82 pesos for materials, 904,081.20 pesos for labor, and 25,362.40 pesos for contingencies.

Uploaded by

PinunO kamo
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
You are on page 1/ 7

290 287 LM

96.57 95.57 span

Item qty uom unit cost Labor Cost

MOBILIZATION & DEMOBILIZATION


mob & demob 1 lot P 20,000.00
lay out and staking 1 lot

DEMOLITION WORKS
wall footing 85.42 85.42 Sq.m P 450.00 P 38,438.40
column footing 61.16 61.16 Sq.m P 450.00 P 27,523.20
disposal 58.63 cu.m P 250.00 P 14,658.13

EARTHWORKS
excavation
wall footing 69.6 69.6 cu.m P 200.00 P 13,920.00
column footing 0.64 61.44 cu.m P 200.00 P 12,288.00

CONCRETE WORKS
column footing 0.16 15.36 cu.m
column 0.09 8.67 cu.m
wall footing 29 29 cu.m
53 cu.m

cement 478 bags P 235.00


sand 27 cu.m P 1,300.00
gravel 3/4 53 cu.m P 1,300.00
gravel 3/4(bedding) 5.82 6 cu.m P 1,300.00

labor 53.03 cu.m P 450.00 P 23,862.96

REBAR WORKS
column footing
12mm dia. RSB 2 192.00 pcs P 195.00

column
12mm dia. RSB 2 192.00 pcs P 195.00
10mm dia. RSB 2 163 pcs P 139.00

wall footing
12mm dia RSb 58 174 pcs P 195.00
10mm dia. RSB 217.5 36 pcs P 139.00

Labor
12mm dia RSb 558 2,976.04 kgs P 25.00 P 74,400.93
10mm dia. RSB 199 738.36 kgs P 25.00 P 18,459.10

FORMWORKS & scaffoldings


formworks 211 211 sq.m P 500.00
scaffoldings

MASONRY WORKS 96.67 span


chb wall 7.84 757.65 sq.m
chb 5" 9,471 pcs P 12.00
cement 767.50 bags P 235.00
sand 63.93 cu.m P 1,300.00
10mm dia RSB 3.00 290.01 pcs P 139.00
G.I tie wire 464.02 8.92 kgs P 70.00

Labor 757.65 sq.m P 150.00 P 113,647.67


rebar fabrication &installation 1,073.62 kgs P 25.00 P 26,840.43

Plastering

P 364,038.82

Materials Cost
Labor Cost
Contingencies 2%

Total Project Cost


Materials Cost

P 20,000.00

P 112,330.00
P 35,158.09
P 68,937.44
P 7,566.00

P 3,977.16 900 500 500

P 37,440.00

P 37,440.00
P 22,684.80
P 33,930.00
P 5,038.75
0.012 0.01
0.000144 0.0001
0.000452 0.000314

0.000113 7.854E-05
P 105,500.00 0.888947 0.617324

-
P 113,647.67
P 180,362.64
P 83,109.78
P 40,311.39
P 624.64

P 904,081.20

P 904,081.20
P 364,038.82
P 25,362.40

P 1,293,482.42
400 400 400 3100
7.70
28
5.6
32
16.45
12
2.6
24.8
90.55
31
21.7
25

290 96.6
0.5 0.85
0.35 2.58
2.193 210.528

phenolic board 3/4 43.14 pcs 1300 56,083.28


cwn 2" 5 kgs 70 350.00
cwn 3" 5 kgs 70 350.00
good lumber 1 1/2x2x8' 96 pcs 190 18,240.00

75,023.28
357.25

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