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Tender ID
Tender Value
₹3.8 Cr
EMD Value
₹3.9 L
Closing Date
17 Feb 2026, 6:00 pmClosed
Executive Engineer, N.P. Canal Division No. 4/3, Viramgam.
Maintenance & Repairs Work of Viramgam-I Branch Canal with its Distributaries & Minors Canal under the jurisdiction of Executive Engineer N.P.Canal Division No 4/3 Viramgam
270368
9 of 2025-26
Open
Civil Works - Canal
Works
Gandhinagar
10 documents required · 10 mandatory
₹7,080
Yes
Executive Engineer, N.P. Canal Division No. 4/3,Viramgam
₹3.9 L
Yes
28 Jan 2026
28 Jan 2026
28 Jan 2026
17 Feb 2026
28 Jan 2026
Maintenance & Repairs Work of Viramgam-I Branch Canal with its Distributaries & Minors Canal
under the jurisdiction of Executive Engineer N.P.Canal Division No 4/3 Viramgam.
Total Qty. Item No. Description Rate Unit Amount
Earth work/Backfilling with selected earth brought from out side borrow area or
3930.00 Item No.-1 from excavated usefull materials including watering, ramming, compaction with 141.00 cum
pnuematic temping and all lead and lift etc. complete.
Dismantling the C.C. lining including including disposing off the dismentalled
materials as directed etc. complete. 7.00 Cm
Providing and Laying in position Nominal Mix Plain/Reinforced Cement Concrete
Lining of 1:2:4 using cement, sanda and crushed aggrgate in Bed, Side Slopes and
Curvature including batching, mixing, transporting, placing, vibrating, smooth
finishing, membrane curing (By Curing Compound Only) as directed with all lead &
lift etc. complete including dressing the bed and trimming the canal section and
minor filling with murrum / earth as per site condition to correct profile incl.
providing bitumen joints at specified interval. (Without Using Paver Machinaries &
without sleepers)
24746.91 Item No.-3 (a) (b) 7.0 cm thick lining in bed / Slope 332.60 Sq m
Providing and Laying in position Nominal Mix Plain/Reinforced Cement Concrete
Lining of 1:2:4 using cement, sand and crushed aggrgate in Bed, Side Slopes and
Curvature including batching, mixing, transporting, placing, vibrating, smooth
finishing, membrane curing (By Curing Compound Only) and providing bitumen
joints at specified interval as directed with all lead & lift etc. to complete as per site
condition. (Without Using Paver Machinaries & without sleepers)
(e) 5.0 cm thick lining in bed / Slope (Only where lining will be executed on old
existing lining)
Providing and Laying HDPE Geomembrane in bed and slopes of canal at required
level below lining as per drawing and as directed etc.complete 500 micron
Type-I for smooth Geomembrane.
Proving & fixing MS welded mesh jali of 1.8 mm dia 65mm x 65mm including
27906.16 Item No.-6(a) 72.40 Sq m
cutting in required sizes, fixing in canal prism etc. complited by Engineer in charge.
Excavation for foundation in all sorts of soil including yellow sandy gravelly soils,
soft & hard murrum etc. in dry condition including depositing the excavated stuff in
335.20 Item No.-07 107.80 Cum
uniform layers in banks or as and where directed etc. complete for lead up to 500m
and all lift. (BY MACHINERY) (Including dewatering.)
Providing and laying CC 1:2:4 grade using cement, sand and crushed metal
inculding providing and erecting necessary form work, centering, vibrating, smooth
1112.80 Item No.-8 (a) finishing, watering and curing as directed with all leads and lifts etc. complete. 4815.00 Cum
(b) Super structures (MSA 20 mm)
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
3254.19 Item No.9(a) utilising the same for preparing the bund after breaking clods as and where 148.00 Cum
directed for lead up to 30.0 Mt. & lift upto 3.0 as under (Excluding weed cutting).
(a) For Canal Below 20 Cusecs.
2700.38 Item No.9(b) (b) For Canal Between 20 to 250 Cusecs. 177.00 Cum
5148.66 Item No.9(c) (c) For Canal Between 250 to 500 Cusecs. 207.00 Cum
Clearing the silt/debris from the pipe culvert/syphon/ syphon well. Underground
pipe drain/box drain for Drain/Canal by digging the same including depositing the
2913.00 Item No.10(a) 664.20 meter
excavated earth/debris etc. for all leads and lift.
(a) For Syphon well / Chamber. (i) Upto 900 mm dia. Pipe.
(d) For Underground pipe drain / Box drain.
400.00 Item No.10(b) 1299.60 meter
(ii) Above 900 mm dia. Pipe.
Total Qty. Item No. Description Rate Unit Amount
Jungle clearance of specified category and bushes for canal/dam work as directed
with depositing material etc complete. (Excluding tree of girth above 0.5 mt.)
2837200.00 Item No.11 (A) Upto 2 year old 1.20 Sqmt
(a) For light dence
Clearing the shrubs like Akadas, weed and other vegetation including depositing
the same out side and burning etc. complete from canal bed & both side slopes
and upto outer toe of the bank.
283.89 Item No.12(a) (For canal and drains) 5917.00 Km
(A)First Cleaning for 0 to 6 months
(B)Second Cleaning for 7 to 12 months
(a) Upto 0.56 cumecs
(A)First Cleaning for 0 to 6 months
69.88 Item No.12(b) (B)Second Cleaning for 7 to 12 months 8875.00 Km
(b) Above 0.56 to 7.0 cumecs
(A)First Cleaning for 0 to 6 months
33.16 Item No.12(c) (B)Second Cleaning for 7 to 12 months 11833.00 Km
(c) Above 7.0 cumecs
Rs. Three Crore Eighty three lacs Sixty seven thousand eight hundred ninety five and Seventy one paisa only
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