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Tender Value
₹19.3 L
EMD Value
₹20,000
Closing Date
10 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Salinity Control Division, Porbandar
STRENGTHENING CAUSEWAY ON TORANIYA VOKLA AT VILLAGE AASHIYAPAT OF RANAVAV TALUKA & PORBANDAR DISTRICT UNDER SSJA-2026.
290958
49 of 2025-26
Open
Civil Works - Others
Porbandar
10 documents required · 8 mandatory · 2 optional
₹900
Yes
Executive Engineer, Salinity Control Division, Porbandar
₹20,000
Yes
28 Mar 2026
28 Mar 2026
28 Mar 2026
10 Apr 2026
28 Mar 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
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