STRENGTHENING CAUSEWAY ON TORANIYA VOKLA AT VILLAGE AASHIYAPAT OF RANAVAV TALUKA & PORBANDAR DISTRICT UNDER SSJA-2026.

BILL OF QUANTITIES

1. The bill of Quantities shall be read in conjunction with the Instructions to Bidder,

Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional, and

are given to provide a common basis for bidding. The basis of payment will be

the actual quantities of work ordered and carried out, as measured by the

Contractor and verified by the Engineer and valued at the rates and prices

tendered in the priced Bill of Quantities, where applicable, and otherwise at such

rates and prices as the Engineer may fix within the terms of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in so

far as it is otherwise provided under the Contract, include all constructional

plant, layout, supervision, materials, erection, maintenance, insurance, profit,

taxes and duties, together with all general risks, liabilities and obligations set out

or implied in the Contract.

4. The rates and prices shall be quoted entirely in Indian Currency.

5. A rate or prices shall be entered against each item in the Bill Quantities, whether

quantities are stated or not. The cost of Items against which Contractor has failed

to enter a rate or price shall be deemed to be covered by other rates and prices

entered in the Bill of Quantities (in case of Item rate contract).

6. The whole cost of complying with the provisions of the Contract shall be

included in the items provided in the priced Bill of Quantities, and where no

Items are provided the cost shall be deemed to be distributed among the rates

and prices entered for the related items of Work.

7. General direction and descriptions of work and materials are not necessarily

repeated or summarized in the Bill of Quantities. References to there levant

sections of the contract documentation shall be made before entering rates or

prices against each item in the Bill of Quantities.

8. The method of completed work of payment shall be in accordance with the

specification for this work. For building works specifications for building are to

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to

Clause29 of the Instructions to Bidder.

10. Rock is defined as all materials which, in the opinion of the Engineer, required

blasting, or the use of metal wedges and sledge hammers, or the use of

compressed air drilling for its removal, and which cannot be extracted by

ripping with a tractor of at least 150kw with a single rear mounted heavy duty

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr.)

Description of Item (with brief Rate

specification and reference to book of Qty Unit (Without

No. (Without GST)

specifications) GST)

1 Dismentalling of RCC work viz. slab,

beam, lintel, barrel, stairecase, etc.

including removing the steel from the

dismentlled portion without damage to

reinforcement sorting and stacking of Cum

useful and unuseful material from the

dismentalled material as directed etc

2 Box cutting the road surface to proper 76.00 Cum 215.62

slope and camber for making a base for

road work including removing the

excavated stuff and depositing on the road

directed upto 50Mt.lead.

3 Excavation in all sort of strata and 59.00 Cum 176.00

formations incl.depositing the unuseful

excavated stuff as and where directed incl

sorting and stacking useful materials as

directed upto 200 mt lead and all lift etc.

complete incl.dewatering.

(B) IN SOFT ROCK.

4 Prov. & Laying in position "NOMINAL MIX" 48.00 Cum 2646.00

cement concrete using cement , sand &

H.B.METAL by mass and machine mix for

PCC including necessary formworks,

compaction, raming,curing as directed

with all lead and lift etc complete. For

foundation concrete / other general

purpose Concrete (1:3:6), Gravel Size-40

mm to 63mm (cement level 220 kg/cum)

5 Providing & Laying in position 'NOMINAL 263.00 Cum 4458.00

MIX' cement concrete using cement sand

and crushed aggregate by machine mix

incl. necessary formworks ,centering

,scaffolding compaction by mechanical

vibrator curing as directed with all lead &

E) Concrete grade 1:1.5:3 and MSA-

6 Providing, supplying at site, laying and 20.00 Rmt. 2214.00

fixing in position under ground, R.C.C

Hume pipe of NP-2 class of BIS standard

incl filling the joints with cement mortar 1:1

with providing necessary collars etc

complete with inclusive of testing with

working pressure and all lead and lift. (G)

7 Supplying and Stacking of Machine 34.00 Cum

Crushed Stone Aggregates, chippings of

Hard Stone 25 to 50 mm size free of

disintegrated pieces of deleterious and

organic matter ( for W.B.M.Road ) and

grading as per I.R.C. code with 10.00 K.M.

lead including filling

8 Spreading the stone aggregate for rolling 34.00 Cum 274.73

and W.B.M. including filling the interstices

to required camber and radient (excluding

spreding of Blindage)

(iii) 25mm to 50 mm size crushed stone.

9 Drilling 25mm dia holes at distance as 130.00 Rmt. 252.00

specified and depth upto 3.0mt for check

dam foundation & fixing anchor bars of

specified diameter with cement grout incl

cleaning holes as directed etc.(excluding

10 Providing,cutting,bending,binding and 4.93 M.T 76574.00

fixing in position as per drawing

H.Y.S.D.TMT BAR Fe-500 reinforcement

for R.C.C. works and anchor bars incl cost

of black annealed 16 to 18 BWG M.S..

Wire etc.complete with all lead and Lift

11 Providing murrum including spreading the 42.00 Cum 166.00

same and dressing the side slope & top surface

in required grade and

camber with lead upto 1.0 km etc complete

Total Amount :-

Total Amount :-

In words (Rupees Nineteen Lac Thirty Two Thousand Six and Twenty Six Paisa Only.)

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

Ded ct………% below Add………% Above

In words In words

(B) For Item Rate Tender (For Above INR 50 Cr. )

Description of Item (with brief

specification and reference to Quantity Unit Amount

book of specifications)

(A) Total Tendered Amount

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

(C)Net Tendered Amount (A-B) (in figure) ……………………………… EE

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 R.C.C. Items in Rate Analys`is Standard Cement Consumption has been taken as

per Govt. G.R.: No. MIS 102010/17/K1, dtd. 30/07/2018 as stated in S.O.R. therefore

in R.C.C. items where 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.

Signature of Contractor Executive Engineer

Salinity Control Division