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Tender Value
₹17.8 L
EMD Value
₹18,000
Closing Date
8 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Irrigation Panchayat Division Dist. Panchayat, Laldarwaja, Bhadra Ahmedabad
Pond Interlinking work of Chekhla Drain to Pond Old Survey No 212 at Village Rupavati Ta: Sanand Dist: Ahmedabad (New Survey No. 700)
290234
NIVIDA No-35/2025-26
Open
Civil Works - Others
Ahmedabad
16 documents required · 15 mandatory · 1 optional
₹900
Yes
EXECUTIVE ENGINEER, PANCHAYAT IRRIGATION DIVISION
₹18,000
Yes
25 Mar 2026
25 Mar 2026
25 Mar 2026
8 Apr 2026
25 Mar 2026
BILL OF QUANTITIES
(A) Percentage Rate Tender (Up to INR 50 Cr. )
Name of work : Pond Interlinking work of Chekhla Drain to Pond Old Survey No 212 at Village Rupavati Ta: Sanand
Dist: Ahmedabad (New Survey No. 700)
Item Rate with Rate in
Qty Description Unit Total Amount
Qty Description Unit Total Amount
No. L.C. Figures
JUNGLE CUTTING - Jungle clearance of
specified category and bushes for
canal / dam work as directed with
disposing materials etc. complete. (
Excluding tree of girth above 0.50 mt )
( By Machinery ) C. Heavy dense
COFFER DAM: Prolviding & Filling the
empty bag filled with good selected
earth or sand including stiching and
2 6000.00 No 33.00 Thirty Three
laying or stacking as and where
directed with all lead and lift etc.
DEWATERING: Dewatering for head
works and allied work, foundation
area, pits, trenches with diesel or
3 800.00 electrical pumping arrangements HP/hr 59.00
including all cost of pipeline,
materials, labours as directed with all
lift etc. completed.
DESILTING: Clearing silt from canal
/drain bed by digging the same to the
required bed level and gradiant
including depositing the excavated
earth regularly in spoil bank for Rupees Two
4 4830.00 utilising the same for preparing the Cum 207.00 Hundred
bund after breaking clods as and Seven Only
where directed for lead up to 30.0 Mt.
& lift upto 3.0 as under (Excluding
weed cutting). (c) For canal 250 to
PCC 1:3:6 - Providing and laying
foundation concrete of proportion as Rupees
under by using cement, sand and Three
machine crushed course aggregate Thousand
5 20.00 laid in situ including necessary Cum 3559.00 Five
temping, smooth finishing, watering Hundred
and curing as directed with all leads Fifty Nine
and lifts etc complete. PCC 1:3:6 (MSA Only
CC 1:2:4 - Providing and laying CC 1:2:4
grade using cement, sand and crushed
metal incuding providing and erecting
necessary form work, centering,
6 30.00 Cum 4677.00 Six Hundred
vibrating, smooth finishing, watering
and curing as directed with all leads
and lifts etc complete. (a) Sub
structure (MSA 20)
REINFORCEMENT - Providing and
laying H.Y.S.D. steel bar reinforcement Rupees
for R.C.C. works and anchor bars with Eighty Two
providing binding wires including Thousand
cutting, bending, welding, binding in Three
position, hooking, placing in position Hundred
with all leads & lifts etc. complete. For Forty Only
TMT Bars (Fe-550 D)
DEEPNING OF TANK - Deepening tank
in all types of soil with yellow, sandy,
gravelly soil including wet and slushy
condition of soil including soft murrum
and hard murrum by machinery
8 2500.00 Cum 77.00 Seventy
inlcuding conveying and spreading
excavated stuff as and where directed
with all lift and lead specified as below
etc. complete. Dumper capacity =
M.T, (b) 250 mt to 500 mt Lead
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details.html
RAW_HTML
Rupavati_SCHEDULE-B.pdf
Image_011.pdf
SBD Rupavati Chekhla Drain to 212.pdf
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