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Tender Value
₹2.0 Cr
EMD Value
₹2 L
Closing Date
13 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat Irrigation Division, Rajpipla - Narmada
Restoration of Pat Bandhara Irrigation Scheme Ta. Sagbara Dist. Narmada
291676
08 of 2025-26
Open
Civil Works - Water Works
Narmada
9 documents required · 8 mandatory · 1 optional
₹3,600
Executive Engineer, Panchayat Irrigation Division, Narmada
₹2 L
31 Mar 2026
31 Mar 2026
31 Mar 2026
13 Apr 2026
31 Mar 2026
Specification and reference to book of Quantity Unit Rate In figures Amount
specifications)
Clearing the canal land width including
removing the shrub, bushes, cactus,
weeds other vegetation including cutting
down trees upot 0.50 mt girth and
1 depositing the removed materials outside 204.00 Sqmt 14.60
the canal land width up to lead of
meter as directed etc. complete.
(Without water pool)
Dismentalling the existing stone
masonry including sorting out and
stacking the useful material sand
2 removing the debries and making good 370.40 CM 757.40
the damage etc. complete as directed. (b)
In cement mortar
Excavation for foundation in all sorts of
soil including yellow, sandy, gravelly
soil, soft & hard murrum, etc. dry
condition including depositing the
3(A) excavated stuff in uniform layers in 737.66 Cum 86.10
banks or as directed etc. complete for
lead uo to 1.0 Km and all lifts. (By
machinery)(b) Below water Table
Excavation for foundation in soft rock
including depositing the excavated stuff
as and where directed etc. complete for
3(B) lead upto 1.0 Km and all lifts.(By 491.78 Cum 161.90
machinary) (b) Below water Table
Drilling 50 mm dia. Holes for anchoring
32 mm dia. Steel rods at 450 angle in
dyke below foundation level and filling
the cement slurry after in serting 32 mm
dia steel rod for depth upto 1.0 meter
including labour etc. complete.
Earthwork in embankment using soil,
soft & hard murrum excavated from
approved borrow area/village tanks etc.
including breaking clods, dressing to the
design section with lead up to 5.00 km
and all lifts.
Compaction of Earth work in
embankment in layers 15 to 20 Cms at
requisite moisture content to required
6 dry density not less then 85% of 2052.00 CM 12.40
corresponding proctor maximum dry
density including watering, rolling with
suitable type of roller etc. complete.
Providing and laying plain/ reinforced
Nominal Mix cement concrete of various
grade with cement, sand and coarse
aggregates including
centering, shuttering, batching, mixing,
transporting, placing, vibrating, smooth
finishing, curing etc. complete for all
lead and lift.(Manually With
Conventional Mixer, Including
dewatering)
Piers, abutment, wingwalls,
headwall,returnwall etc
7(A) (ii) M-15 grade (1:2:4) 234.00 Cum 4692.90
7(B) (iii) M20 Grade(1:1.5:3) 2880.00 Cum 5170.20
Providing & Placing in position
reinforcement bars including cutting,
8 bending, welding joints where 300.69 Qtl 7194.00
necessary, hooking etc. complete as per
drawing for all lead and lifts. (b)TMT
Providing & fixing enemalled gauge
plate including necessary gradation in
white and blue etc. complete (b) 15 cm
Manufacture, supply and erection of
vertical gate consisting gate leaf,
stiffeners, rubber seal, embedded parts
as shown in drawings including cost if
materials, fabrication, painting, erection
in position with all accessories second
stage concreting etc complete as per
drawing and specifications.
10(A) Size ( 1.00X1.50) 2 Nos. 52262.77
10(B) Size ( 1.00X1.20) 4 Nos. 37186.99
Supply and laying mechanically woven
double twisted Hexagonal Zn+ PVC
coated box G.I. wire mesh gabions size
1m x 1m x 1m filled with 15 to 40 kg.
trap rubble stone (approximate 1.65)
11 tone with mesh size 10 x12 cm. 208 No 2625.26
including packing, interlocking of stones
& fusing top of gabion & tying to each
other & laying to required line, level
slope with all leads & lifts as directed
etc. comp.
Providing and fixing in position
(different diameter) I.S NP3 class
reinforced pipe with caulking the joints
with cement mortar1:1 proportion using
jute string soaked in cement slurry,
finishing, joints, and laying pipes to the
designed grade and levels, curing etc.
complete for all lead and lifts.
12(A) (c) NP3 class 600 mm dia pipe. 35.00 m 2005.00
12(B) (e) NP3 class 900 mm dia pipe. 5.00 m 3590.90
Providing and fixing in position
mm dia PVC pipe weep holes in
abutment, wing wall, and laying
training etc. complete.
(Rupees One Crore Ninety Nine Lakh Fifty Seven Thousand Nine Hundred Ninety Seven and Seventy One Paisa
I/We am/are willing to carry out the work at _____________ % above/below percent(Should be written
Estimate Amount Estimate Amount
put to tender Rs. 19957997.71 put to tender Rs.
Deduct___________ % below Add___________ % Above
( If any) ______% ( in Figure)___________
( In words) ________________ ( In words) ________________
1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-
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-
Deputy Executive Engineer Executive Engineer
Panchayat Irrigation Sub Division Panchayat Irrigation Division
Dediapada Rajpiala (Narmada)
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Pat M I CC.pdf
ANNEXURE - 2 Pat BOQ.pdf
ANNEXURE - 3 Drawing.pdf
Pat DTP.pdf
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