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Tender Value
₹10.2 L
EMD Value
₹10,300
Closing Date
19 Sept 2026, 6:00 pmClosed
Executive Engineer, N.P. Canal Division No. 4/5, Mehsana
Flood Restoration work of Jhinjhuwada Brnach Canal Ch 34.970 to 57.780 Km and Block No. 51 & 52 with its Distributaries and Minors under the jurisdiction of Executive Engineer N.P.C. Division No. 4/5, Mehsana for the year 2026-27
342389
01/2026-2027
Open
Civil Works - Canal
Works
Mehsana
6 documents required · 5 mandatory · 1 optional
₹1,062
Executive Engineer, N.P.Canal Division No.4/5, Mehsana
₹10,300
5 Sept 2026
5 Sept 2026
5 Sept 2026
19 Sept 2026
5 Sept 2026
Name of Work : Flood Restoration work of Jhinjhuwada Brnach Canal Ch 34.970 to 57.780 Km and Block No.
51 & 52 with its Distributaries and Minors under the jurisdiction of Executive Engineer N.P.C. Division No. 4/5,
Mehsana for the year 2026-27
Item No. Particulars of item Quantity Unit Rate Amount in Rs
Earth work/Backfilling with selected earth brought
from out side borrow area or from excavated usefull
1 materials including watering, ramming, compaction 2757.45 Cum 141.00
with pnuematic temping and all lead and lift etc.
Dismantling the C.C. lining including including
2 disposing off the dismentalled materials as directed 1028.18 Sqmt 79.80
etc. complete. 7.00 Cm thick
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
3 Only) as directed with all lead & lift etc. complete 1468.83 Sqmt 332.60
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)
(a) For 7.00 cms thick canal lining in Bed / Slope.
Providing and laying CC 1:2:4 grade using cement,
sand and crushed metal inculding providing and
erecting necessary form work, centering, vibrating,
smooth finishing, watering and curing as directed
with all leads and lifts etc. complete.
(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 utilising the same for preparing
the bund after breaking clods as and where
directed for lead up to 30.0 Mt. & lift upto 3.0 as
under (Excluding weed cutting).
(a) For Canal Below 20 Cusecs.
5 (B) (b) For Canal Between 20 to 250 Cusecs. 12.000 Cum 177.00
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details.html
RAW_HTML
Command Area-SE-Bisag.pdf
NIT For Flood 4-6-A Patdi.PDF
SBD Flood-2026 4.6-A-Patdi.PDF
Sch. B 4.6-A- Patdi.PDF
ID 342389 corrigendum flood-2026 4-6-A Patdi.PDF
CORRIGENDUM
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