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Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
23 Jul 2026, 6:00 pm
Executive Engineer, Und Irrigation Division, Jamnagar
WAGADIA WATER RESOURCES PROJECT Construction of Simtal Road along river Nani Fulzar at village : Wagadia Tal. & Dist. Jamnagar.
316679
06 of 2026-27
Open
Civil Works
Jamnagar
7 documents required · 7 mandatory
₹3,600
EXECUTIVE ENGINEER UND IRRIGATION DIVISION JAMNAGAR
₹1.5 L
22 Jun 2026
22 Jun 2026
22 Jun 2026
23 Jul 2026
22 Jun 2026
BILL OF QUANTITIES
(A) Percentage Rate Tender (Up to INR 10 Cr.)
Name of work : WAGADIA WATER RESOURCES PROJECT
Construction of Simtal Road along river Nani Fulzar at village :
Wagadia Tal. & Dist. Jamnagar.
Item Description of Item (with brief Quantity Unit Rate In Amount
No. specification and reference to book of figures
specifications)
1 Clearing and grubbing road land 0.90 Hect. 34889.38
including uprooting rank vegetation
grass bushes, shrubs, sapling and trees
girth upto 300 mm removal of stumps of
trees cut earlier and disposal of
unserviceable materials. (D) By
Mechnical means in area of thorny
2 Excavation in all sort of strata and 1880.00 Cum. 79.00
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.
(A) IN OVER BURDEN HARD MURRUM.
3 Providing, cutting, bending, binding and 16.90 M.T. 76574.00
fixing in position as per drawing TMT
BAR, 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. (B) Fe-500
4 Prov. & Laying in position cement 72.50 Cum. 3423.00
concrete using cement , sand and
crushed metal coarse aggregate by mass
and machine mix for PCC/RCC including
necessary formworks compaction by
vibrator, curing as directed with all lead
& lift etc complete.(Excluding cost of
steel) FOR .BODY WALL, APRON,
TRAINING WALL, SIDE WALL, SPLAY
WALL, KEY WALL, CUT OF WALL ETC.
4/C) Controlled Concrete Grade M-15 &
5 Providing, supplying, Lowering and 72.50 Rmt. 3969.00
laying ISI Standard R.C.C. NP-3 Class
pipes in standard lengths of following
Diameter suitable for either collar joints
or rubber ring joints including all taxes,
insurance, transportation, freight
charges, octroi, inspection charges,
loading, unloading, conveyance to Size,
Item Description of Item (with brief Quantity Unit Rate In Amount
No. specification and reference to book of figures
specifications)
and jointing in proper position, grade
and alignment at all level as level as
directed by Engineer-in-charge including
all labour, giving hydraulic testing as per
ISI code. (G) 900mm Dia
NOTE :- One collar should be supplied
with each full length plain ended RCC
pipe, cost included in rates below. One
rubber ring should be supplied with
each full length socketed pipe, cost
included in rates below.
6 Earthwork in embankment using 1880.00 Cum. 113.50
excavated stuff including spreading in
uniform layers breaking clods and
dressing to design section for all sorts of
soil and soft murrum hard murrum for
different leads as under and all lifts
above GL etc. complete but with rolling &
watering. (A) Lead upto 200 Mt.
7 Earthwork for embankment including 16030.00 Cum. 182.14
breaking clods, dressing with all lead and
lift and including watering rolling and
consolidation of subgrade in layers at
O.M.C. to required dry density including
filling the depression which occur during
the process using power roller 8T to 10T.
(E) From Borrow area within 3.0 KM.
8 Providing & laying dry rubble stone 2160.00 Sqmt. 723.00
pucca pitching with panel (of size not
more than 10 Sqmt.) of stone masonary
45cm thick wall in C.M. 1:5, without base,
inverted filter and header stone but with
10 cms thick murrum layer (for Base)
incl. hand packing and trimming and
dressing slopes etc. (C) 23 Cms thick
stone pitching with pointing in C.M.1:2
9 Providing & fixing Guard stone of Precast 36.00 No. 54.00
C.C. M-15 I.R.C. standard & design 75 x
20 x 20 Cm. including white washing etc.
complete. (a) In Earth
I am/we are willing to carry out the work at ____________________ % below/above percent
(Should be written in figures and words) of the estimated rates mentioned above. Amount of
My/Our tender works out as under :-
Estimated Amount Rs. 1,52,89,876=24 Estimated Amount Rs. 1,52,89,876=24
Put to Tender Rs. Put to Tender Rs.
Deduct _______% Below Rs. __________ Add _______% Above Rs. __________
Net Rs. Net Rs.
(Rupees in words) ________________________ (Rupees 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 R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per
Govt.G.R.:PRC-10/2017CementConsumption/16/CDate:11/05/2017as 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.
5. The rates to be quoted by the contractor must be inclusive of all duties, taxes, and other
levies except GST payable by the contractor under the contract.
Signature of Contractor Executive Engineer
Und Irrigation Division
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