Diversion of VRB at chainage 7.328 Km, 8.278 Km and 11.572 Km of Vallabhipur Branch canal.

Excavation in all sort of strata and formations

incl. depositing the unuseful excavated stuff as

and where directed incl sorting 1 and stacking

useful materials as directed upto 30 mt lead etc.

1 complete incl. dewatering. (Depth 0 TO 3.0 mt ) 946.00 Cum 83.00

(For all type canal & foundation trenches of C.D.

A) IN OVERBURDEN INCL. HARD

brought from out side borrow area or from

2 excavated useful material incl. watering 3459.00 Cum 141.00

ramming, Compaction with pneumatic temping

and all lead and lift etc complete.

Box cutting the road surface to proper slope and

camber for making a base for road work

3 including removing the excavated stuff and 2038.00 Cum 104.20

depositing on the road side slope as directed upto

Supplying of well graded crushed stone

aggregates, chippings etc. of hard stone of

following nominal size free of disintegrated

pieces deletarious and oraganic mater for

Granular Sub Base Material as per MORTH

specification.

Spreading the stone aggregate for rolling and

W.B.M. including filling the interstices to

4(b) required camber and gradient (excluding 2038.00 Cum

spreading of Blindage)(iii) 25mm to 50mm size

crushed stone

Rolling and consolidating water bound macadam

(except laterite and Kankar) including watering

not exceeding 150mm thickness (Main layer

5 including binding materials ) including filling in 13574.00 Sq.mt. 15.12

depressions which occur during the process.(A)

With power roller exceeding 8 tonne and not

exceeding 12 tonne.

Providing Laying, Spreading and compacting

layer of Quarry Spall having CBR not less than

6 15%, as subgrade for the designed pavement and 1381.00 Cum 883.12

conforming to clause 305 of MoRT&H

Specification.

Providing & Laying in position 'NOMINAL

MIX' cement concrete using cement sand and

7 crushed aggregate by machine mix incl. 1441.00 Cum 4458.00

necessary formworks ,centering ,scaffolding

compaction by mechanical vibrator curing as

directed with all lead & lift etc E) Concrete

grade 1:1.5:3 and MSA-20mm(Graded)

Supplying and fixing road sign board of M.S.

plates and angle iron including painting, lettering

8 etc. complete including fixing in C.C. 1:4:8 with 30.00 No 3072.99

necessary excavation etc. complete as per I.R.C.

type design.(ii) Reflective type.

Total Amount Rs.

Total Amount Rs.

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

(B) For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item(with Quantity Unit Rate Amount

No brief specification and

reference to book of In In

specifications) figures Words

(A)Total Tendered Amount

(B)Rebate on above tendered amount (if any) % (in figure)

(in words)

(C)NetTendered Amount(A-B) (in figure) ………………………………

(in words)

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

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

4 In all P.C.C./R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

vernacular office letter no. 04 of 2024, Dt. 20/01/2024 of The Chief Engineer, Quality Control

(SSNNL) as stated in S.O.R. therefore in P.C.C./R.C.C. items where there is a change as per Nominal

mix the cost of difference of cement consumption have been deducted from the rate of original item at

the rate of input rate (i.e. 5448.53 Rs / MT for OPC) in all the tender