Quantity Unit Rate (Rs.) Amount (Rs.)
1 237.90 Sqm 14.40 3426.00
78.00 x 3.05 = 237.90 Sqm
2 35.69 Cum 515.51 22405.00
3 78.00 x 3.05 x 0.150 = 35.69 Cum
Road 78.00 x 4.15 = 323.70 Sqm
4 35.69 Cum 4910.85
Road 78.00 x 3.05 x 0.15 = 35.69 Cum
5 32.55 Sqm 214.00 6966.00
Road 2 x 78.00 x 0.15 = 23.40
Joint 20 x 3.05 x 0.15 = 9.15
Estimate for Repair & Reconstruction of Concrete Road at Bikna NH -9 to Majpara
under 14th F.c. Fund,F/Y-2018 - 2019 ,under Bikna G.P.,Bankura-II Dev. Block.
Description of Work
Box Cutting or filling in Road embankment in all sorts of soil including spreading the
soils properly over the flank as necessary or on berm to approximate grade and
camber & rolling the sub-grade with power roller to proper camber & Grade as per
direction & satisfaction of EIC. including uprooting & removing plants & jungles when
& where necessary.a) Upto 150mm
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good
local sand free from earth in layers not exceeding 15 cm. including inundating each layer by
profuse water and poking and ramming layer by layer complete including supply of sand.
Quality of sand is to be approved by the Engineer-in-charge.
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or
below flooring or roof terracing or in foundation or in foundation trenches.
PWD page no.47 It. no. 3
Providing and laying Design Mix concrete for plain/ reinforced concrete work in any
part of bridge (excluding bottom plugging) with coarse aggregates of appropriate
nominal size and grading, fine aggregate (sand) conforming to proper grading zone,
both of approved quality and cement, as necessary, including labour, cost and
carriage of all materials and including preparation of design mix, approval of the same
by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all
complete but excluding cost of labour and materials for formwork & reinforcement
M-15 Grade - Using concrete mixer. (1:2:4)
PWD page no.322 It. no. 18.07-b
Hire and labour charges for Shuttering with or without staging upto 4.0 m height
using approved stout props with wooden planks/ply wood/steel sheet plate with
required bracing for any kind of plain or reinforced concrete works in all sorts of minor
structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting,
fixing and striking out after completion of work as per specification and direction.
PWD page no.322 It. no. 18.05-b
Where staging is not required.
Add Labour Cess 1%
Add Contengencywithin 3%
(Rupees Two Lakh Fifty thousand Only)
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