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Walkway Estimate

Option 1 involves the use of painted G.I. pipe and tensile fabric for walkways with a total cost of 1,770,996.79. Option 2 uses tubular steel girders, rebar, formworks and concrete for walkways at a total cost of 2,610,443.52. The bill of quantities provides material and labor costs for two options for constructing walkways.

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crete master
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366 views2 pages

Walkway Estimate

Option 1 involves the use of painted G.I. pipe and tensile fabric for walkways with a total cost of 1,770,996.79. Option 2 uses tubular steel girders, rebar, formworks and concrete for walkways at a total cost of 2,610,443.52. The bill of quantities provides material and labor costs for two options for constructing walkways.

Uploaded by

crete master
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Option 1 2.

11 65
100mm Ø G.I PIPE Painted Finish 11.4 ln.m 351.1848 ln.m
200mm Ø G.I PIPE Painted Finish 5.8 ln.m 178.673 ln.m
Tensile Fabric 7.5 sq.m 231.0427 sq.m

Option 2 2.18 65
2" x 4" GIRDER 32.9 ln.m 980.9633 ln.m
200mm x 200mm Palochina 9.6 sq.m 286.2385 sq.m
Rebar 141.568 kg.s 4221.064 kg.s
Formworks 9.6 sq.m 286.2385 sq.m
Concrete 0.48 cu.m 14.31193 cu.m
BILL OF QUANTITIES
(CP-01) GENERAL CONSTRUCTION & TRADE WORKS
(Civil / Structural Works)
Project : NOURISH: WELL-BEING ECO-PARADISE
Location : Brgy. Pagolingin Bata, Lipa Batangas
Bill No. WALK WAY

UNIT COST
CODE
DESCRIPTION UNIT QTY TOTAL AMOUNT
NO. Labor & Other
Material Total
Cost

Include all cost necessary to complete the


works specified in the plans and
specifications including all accessories and
incidentals in an approved methodology.

I. OPTION 1

1.0 100mm Ø G.I PIPE Painted Finish kg.s 2,643.90 - 287.50 287.50 760,119.82
2.0 200mm Ø G.I PIPE Painted Finish kg.s 2,733.43 - 287.50 287.50 785,860.74
3.0 Welding Rod kg.s 537.73 - 288.75 288.75 155,270.22
4.0 Tensile Fabric sq.m 242.59 - 287.50 287.50 69,746.00
5.0 Others (Please Specify)

SUB-TOTAL (Formworks) 1,770,996.79

OPTION 2

1.0 Tubular 2" x 4" x 3mm kg.s 6,859.88 - 10.00 10.00 68,598.76
2.0 200mm x 200mm Palochina sq.m 300.55 - 10.00 10.00 3,005.50
3.0 Rebar kg.s 4,432.12 47.50 10.00 57.50 254,846.75
4.0 Tie Wire kg.s 1,129.20 75.00 10.00 85.00 95,981.95
5.0 Formworks sq.m 300.55 768.75 287.50 1,056.25 317,456.42
6.0 Concrete cu.m 15.03 6,250.00 375.00 6,625.00 99,557.34
7.0 Others (Please Specify)

SUB-TOTAL (Labor of Reinforcing Bars) 839,446.73


TO SUMMARY (Concrete Works) 2,610,443.52

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