Repairs to Pardi Pariya Ambach Road km 0/0 to 12/8 Ta. Pardi, Dist Valsad (W/S 8/4 to 8/6 C.C. Road)

No figures

1 Box cutting the road surface to proper slope & camber 343.00 Cum 104.04

for making a base for road work including compacting at

O.M.C. and removing the excavated stuff, and depositing

on the road side slopes as directed with all lead and lift.

2 Construction of granular sub-base 200 mm thick by 196.00 Cum 691.85

providing machine crushed B.T. material satisfying

MORT&H specification (Fifth revision) of grading V

including spreading in uniform layer with motor grader

on prepared surface, mixing by mix in place method with

rotavator at OMC and compacting with vibratory roller to

achieve the desired density etc. complete.

3 Construction of dry lean cement concrete Sub- base over 147.00 Cum 3535.00

a prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to exceed

15:1, aggregate gradation after blending to be as per

table 600-1,cement content not to be less than

kg/cum, optimum moisture content to be determined

during trial length construction, concrete strength not to

be less than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, laid with a paver with electronic

sensor, compacting with 8-10 tonnes vibratory roller,

finishing and curing.

4 Construction of un-reinforced, dowel jointed, plain 245.00 Cum 7228.57

cement concrete pavement over a prepared sub base

with concrete grade M40, coarse and fine aggregate

conforming to IS 383, maximum size of coarse aggregate

not exceeding 25 mm, mixed in a batching and mixing

plant as per approved mix design, transported to site,

laid with a fixed form or slip form paver, spread,

compacted and finished in a continuous operation

including provision of contraction, expansion,

construction and longitudinal joints, joint filler,

separation membrane, sealant primer, joint sealant,

debonding strip, dowel bar, tie rod, admixtures Super

plastisizers Admixture IS marked as per 9103-1999

@0.5% by weight of cement, microfiber @0.5% by

weight of cement etc. as approved, curing compound,

finishing to lines and grades as per drawing

Total Rs.

Item Rate In

Description of Item Quantity Unit Amount

No figures

I/We am/are willing to carry out the work at………………….% above/below percent(Should be written in figures and

words) of the estimated rate mentioned above. Amount of my /our

Tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

The Contractor shall exhibit a board with detailed specification and details of work as directed by the

1 Engineer-In-Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where

4 there is a change as per actual mix design the cost of difference of cement consumption have been deducted

from the rate of original item at the rate of input rate mentioned in all the tender.

Deputy Executive Engineer Executive Engineer

Valsad (R & B) Sub Division Valsad (R & B) Sub Division

Valsad Valsad