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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹20.9 Cr
EMD Value
₹41.8 L
Closing Date
16 Nov 2026, 2:00 pm5d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Chief Engineer, WRD, Assam
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Construction of flood wall to save Gohpur area from flood inundation of River Chatrang from Madhya Chatrang to Mora Chatrang outfall.
2026_DoWR_54644_1
BISWANATH/2026-27/RIDF XXXII/I
Open Tender
Civil Works
Works
450 days
BISWANATH
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
₹41.8 L
Yes
27 Oct 2026
27 Oct 2026
16 Nov 2026
27 Oct 2026
16 Nov 2026
8 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
I.Ordinary soil
B.Mechanical means
II.With dewatering
(i) upto 3 m depth | 26,634 | Cum | 86.68 | ₹23,08,635.12 |
| 2 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
I.Ordinary soil
B.Mechanical means
II.With dewatering
(ii) 3m to 6m depth | 26,634 | Cum | 100.11 | ₹26,66,329.74 |
| 3 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
I.Ordinary soil
B.Mechanical means
II.With dewatering
iii)Above 6m depth | 9,418.4 | Cum | 124.53 | ₹11,72,873.35 |
| 4 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 1,042.2 | Cum | 6,038.47 | ₹62,93,293.43 |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more | 2,32,256.89 | kg | 110.48 | ₹2,56,59,741.21 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more | 2,32,256.89 | kg | 110.48 | ₹2,56,59,741.21 |
| 7 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
(II)With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999
F. RCC Grade M25
a.Height upto 5m
CASE II.With Batching Plant, Transit Mixer and Concrete Pump | 6,963.49 | Cum | 10,820.66 | ₹7,53,49,557.7 |
| 8 | Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
N.Without Plasticiser
B RCC Grade M25
CASE-II Using Batching Plant, Transit Mixer and Concrete Pump
For solid slab super-structure
Height upto 5m | 3,585.94 | Cum | 10,581.37 | ₹3,79,44,157.94 |
| 9 | 12 mm cement plaster of mix :
1:6 (1 cement: 6 fine sand) | 10,132.5 | sqm | 341.48 | ₹34,60,046.1 |
| 10 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. | 6,597.71 | Cum | 2,158.52 | ₹1,42,41,288.99 |
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