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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹32.6 L
EMD Value
₹33,000
Closing Date
12 Mar 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer, Irrigation Panchayat Division Dist. Panchayat, Laldarwaja, Bhadra Ahmedabad
Providing interlinking work of Fatehwadi Canal to Pond Survey No. 361 And Pond Survey No. 361 to Drain at Village Dehgamda Ta: Bavla Dist: Ahmedabad
281649
NIVIDA No.32 / 2025-26
Open
Civil Works - Others
Works
Ahmedabad
16 documents required · 15 mandatory · 1 optional
₹1,500
Yes
EXECUTIVE ENGINEER, PANCHAYAT IRRIGATION DIVISION
₹33,000
Yes
2 Mar 2026
2 Mar 2026
2 Mar 2026
12 Mar 2026
2 Mar 2026
SCHEDULE B / BILL OF QUANTITY
Qty Unit Description of Item Rate in Rs. Per Amount in Rs.
Item No.1 JUNGLE CUTTING: Jungle
clearance of specified category and bushes for
1.070 Ha canal/dam work as directed with disposing 30543 Ha
materials etc. complete.(Excluding tree of girth
above 0.5 Mt.) (By machinery). (c) heavy dense
Item No.2,COFFER DAM: Providing &
Filling the empty bag filled with good selected
9000 No earth or sand including stiching and laying or 33.00 No
stacking as and where directed with all lead and
lift etc. complete.
Item No.3, DEWATERING: Dewatering for
head works and allied work, foundation area,
pits, trenches with diesel or electrical pumping
arrangements including all cost of pipeline,
materials, labours as directed with all lift etc.
Item No.4 EXCAVATION: Excavation in all
sorts of soil (including wet and slushy condition
of soil) with yellow, sandy, gravelly soil
including soft murrum & H.M. including
sorting & stacking and depositing the excavated
stuff in uniform layers as and where directed
upto lead of 30 mt. and lift as shown below
including clearing the site etc. complete.
(Including dewatering)
(Dumper capacity = 14 M.T)
(A) For all canal capacity
378.00 cum a) 0 to 3 mt. depth 77.0 cum
Item No.5 RCC PIPE: Manufacturing, testing,
supplying, transporting, loading, unloading,
lowering, laying, jointing and sealing the pipe
with cement mortar 1:1 filling, finishing, and
curing of seal with testing for leakage and
working pressure and commissioning of
following dia RCC NP-3 class pipes of test
pressure 0.7 kg/sq.cm; made of Sulphate
Resisting Cement, conforming to IS:458-2021,
with socket & spigot joints and EPDM rubber
rings as per IS:5382-1985, reinforced with
Corrosion ResistantSteel (CRS) TMT-500 steel,
including all taxes, duties, insurance, freight,
inspection charges, etc. complete; Including
cement concrete bedding 1:3:6 of 0.30 m
thickness, proper alignment, curing, testing and
finishing, as per directed by the Engineer-in-
Item No.6 REFILLING: Refilling the pipe
lines trenched incl. ramming, watering,
321.00 cum consolidating disposal of surplus stuff as 22.00 cum
directed within a raduis of 3 km. 1) Refilling as
Item No.7 INLET STRUCTURE: Providing
and constructing RCC Inlet structure for RCC
water main, including PCC -1:3:6, RCC 1:2:4
work for walls, bottom slab, including
centering, shuttering,scaffolding, vibration and
curing, complete. including supplying, cutting,
bending, binding and placing TMT (Fe-550 D)
reinforcement steel, including binding
2 nos wire,wastage, all leads and lifts, complete 171727.00 nos
including M.S. Screw gates with capston nut &
thrust bearing with steel R.S.J at top incl.
necessary locking arrangements, guide channel
at bottom & fastening with 3 coats oil painting,
including m.s. Grill including necessary
openings support, painting etc. completed. as
per approved drawings and specifications and
as directed by the Engineer-in-Charge.
Item No.8 OUTLET DISSIPATION
STRUCTURE: Providing and constructing
RCC outlet dissipation structure for RCC water
main, including PCC -1:3:6, RCC 1:2:4 work
for head wall, side walls, appron/ bottom slab,
cut-off wall & toe wall including centering,
1 nos shuttering, scaffolding, vibration and curing, 73553.00 nos
complete. including supplying, cutting,bending,
binding and placing TMT (Fe-550 D)
reinforcement steel, including binding wire,
wastage, all leads and lifts, complete as per
approved drawings and specifications and as
directed by the Engineer-in-Charge.
Item No.9 ROU/ROW: Providing Services by
the Agenry for the Documentation works related
to the payment of crop compensation to the
farmers for damages of standing crops of farmers
whose land falls within the pipeline alignment.
0.20 Ha Also Providing Services by lhe Agency for 75000.00 Ha.
handling lhe documentation and inter-
departmental correspondence with government
or private authorities for activaties related to gas
pipelines, oil (crude) pipelines, road crossings
etc falls within pipeline alignment.
Item No.10 PCC 1:3:6: Providing and laying
foundation concrete of proportion as under by
using cement, sand and machine crushed course
20.00 cum aggregate laid in situ including necessary 3559.00 cum
temping, smooth finishing, watering and curing
as directed with all leads and lifts etc complete.
(a) PCC 1:3:6 (MSA 40)
Item No.11 CC 1 :2:4: Providing and laying
CC 1:2:4 grade using cement, sand and crushed
metal incuding providing and erecting
40.00 cum necessary form work, centering,vibrating, 4677.0 cum
smooth finishing,watering and curing as
directed with all leads and lifts etc complete. (a)
Sub Structure MSA
Item No.12 REINFORCEMENT : Providing
and laying HYSD steel bar reinforcement for
R.C.C. works and anchor bar with providing
0.75 MT binding wires including cutting, bending, 82340.00 MT
welding, binding in position hooking, placing in
position with all leads & lifts etc. complete. (D)
For TMT Bars (Fe-550D)
Item No.13 MS GATE: Providing & fixing
M.S. Screw gates with Capston nut & thrust
bearing as per detailed designed with steel R.S.J
3.10 sqmt 29689.00 sqmt
at top incl. Necessary locking arrangements,
guide channel at bottom & fastening & 3 coats
Oil painting for main outlet.
Item no. 14 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
10000 Cum and hard murrum by machinery inlcuding 77.00 cum
conveying and spreading excavated stuff as and
where directed with all lift and leadspecified as
below etc. complete. Dumper capacity =
M.T,(b) 250 mt to 500 mt Lead
Item No.15, 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
4661 Cum bank for utilising the same for preparing the 207.00 cum
bund after breaking clods as and where directed
for lead up to 30.0 Mt. & lift upto 3.0 as under
(Excluding weed cutting). (c) For canal 250 to
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details.html
RAW_HTML
Document Format.pdf
DTP Dehgamda Fatehwadi to 361.pdf
Index Map_Key Plan_Dahegamda Fatehwadi Canal to 361.pdf
No.32_2025_26.pdf
Schedule B_BOQ of Dehgamda 361.pdf
Structural Drawings Final.pdf
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