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Tender Value
₹16.1 L
EMD Value
₹17,000
Closing Date
24 Sept 2026, 6:00 pmClosed
Executive Engineer
Flood Restoration work of Goraiya Branch Canal from Ch. 17.830 to 36.287 km and Block No. 32 & 33 with its Distributaries and minors under the jurisdiction of E.E, N.P.C. Dn. No. 4/3, Viramgam.
342758
03/2026-27
Open
Civil Works - Canal
Works
Ahmedabad
6 documents required · 6 mandatory
₹1,062
Executive Engineer NPCD No 4.3. Viramgam
₹17,000
24 Sept 2026
7 Sept 2026
25 Sept 2026
7 Sept 2026
21 Sept 2026
7 Sept 2026
Item No. Description Qty Unit Rate Amount (Rs.)
Earth work/Backfilling with selected earth brought from out
side borrow area or from excavated usefull materials including
watering, ramming, compaction with pnuematic temping and
all lead and lift etc. complete.
NWRWSKD Saurashtra-kutchh region 2024-25 SOR Item No-
Dismantling the C.C. lining including including disposing off
the dismentalled materials as directed etc. complete. 7.00 Cm
As Per Rate Analysis-1
Dismantling the C.C. lining including including disposing off
2 (b) the dismentalled materials as directed etc. complete.7.50 cm 613.198 Sq m 86.50
NWRWS and K Department (CG) SOR (WRD) Year-2023-24
Chapter No.L, Item No. A-11-A
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
3 (a) (a) 7.0 cm thick lining in bed / Slope 2642.000 Sq m 332.60
As Per Rate Analysis- 2(a)
3 (b) (c) 7.5 cm thick lining in bed / Slope 1114.905 Sq m 356.40
As Per Rate Analysis-2(b)
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 uniform layers in
banks or as and where directed etc. complete for lead up to
500m and all lift. (BY MACHINERY) (Excluding dewatering.)
NWRWS and K Department (CG) SOR (WRD) Year-2023-24
Chapter No. S, Item No. S-1(A)(b)b, Page No.26
Providing and laying CC 1:2:4 grade using cement, sand and
crushed metal inculding providing and erecting necessary
5 form work, centering, vibrating, smooth finishing, watering 11.600 Cum 4815.00
and curing as directed with all leads and lifts etc. complete.
(b) Super structures (MSA 20 mm)
NWRWS and K Department (NG) SOR (WRD) Year-2024-25
Chapter No. 5, Item No. 3(b), Page No.217
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
6 (a) directed for lead up to 30.0 Mt. & lift upto 3.0 as under 0.000 Cum 148.00
(Excluding weed cutting).
(a) For Canal Below 20 Cusecs.
6 (b) (b) For Canal Between 20 to 250 Cusecs. Cum 177.00
6 (c) (c) For Canal Between 250 to 500 Cusecs. Cum 207.00
6 (d) (d) For Canal Above 500 Cusecs. Cum 237.00
NWRWS and K Department (NG) SOR (WRD) Year-2024-25
Chapter No. 6, Item No. 1 (a) to (d), Page No.229
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details.html
RAW_HTML
schedule B Flood Restoration 7-9-26.pdf
NIT1.pdf
FINAL DTP for Flood Restoration Work 23-3 Dt. 07-09-2026.pdf
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