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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 CrAdmitted-Finance | ₹9.3 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technically Non-Responsive |
| Sl No | Description | Qty | Unit | NK POWER AND INFRASTRUCTURE PRIVATE LIMITED L1 |
|---|---|---|---|---|
| 1.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
A) With Crushed Stone
II) P.C.C. grade M 20
(i) Nominal mix (1:2:4) | 1,907.58 | Cum | 7,613 ₹1,45,22,406.54 Lowest |
| 2.00 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL orequivalent) conforming to IS-9103-1999
(F) RCC Grade M 25
(a) for height upto 5m. Case I: with Mixer Machine | 1,106.24 | Cum | 9,629 ₹1,06,51,984.96 Lowest |
| 3.00 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL)in substructrue complete as per drawings and technical specification Clauses 1002 1005 1010 & 1202 | 339.08 | tonne | 68,792 ₹2,33,25,991.36 Lowest |
| 4.00 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
III) Brick on edge laid in cement mortar (1:3) | 333.16 | Cum | 6,075 ₹20,23,947 Lowest |
| 5.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
V) Marshy soil | 3,911.18 | Cum | 633 ₹24,75,776.94 Lowest |
| 6.00 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or uivalent), air entraining and water reducing plasticiser ( asterplast PAE or equivalent) and elerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999
(Pile diameter-750 mm) | 3,400 | RM | 7,877.7 ₹2,67,84,180 Lowest |
| 7.00 | Dewatering by 5 H.P. water pump including supply of necessary fuel, engine oil and pump operator etc. complete as directed. | 3,600 | Hour | 287.95 ₹10,36,620 Lowest |
| 8.00 | (Fabrication of shutter's)M.S. Plate (6mm thickness for skin plate) | 7,500 | Kg. | 127.53 ₹9,56,475 Lowest |
| 9.00 | (Fabrication of shutter's)M.S.Channel (175 x 90mm - for shutter vertical & horizontal stiffeners , frame etc.) | 4,500 | Kg. | 107.4 ₹4,83,300 Lowest |
| 10.00 | (Fabrication of shutter's)M.S.Flat (50 X 6 mm for rubber seal fitting.) | 750 | Kg. | 100 ₹75,000 Lowest |
Tender Value
₹9.3 Cr
EMD Value
₹18.7 L
Closing Date
6 Nov 2025, 2:00 pmClosed
Chief Engineer, WRD, Assam
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Flood Mitigation of Puthimari River by capacity augmentation of Wetland area at Garjan, Assam, Package 3.
2025_DoWR_48158_1
KAMRUP RURAL/2025-26/NDMF/I
Open Tender
Civil Works
Works
500 days
KAMRUP RURAL
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
₹18.7 L
Yes
29 Jan 2026
17 Oct 2025
6 Nov 2025
17 Oct 2025
6 Nov 2025
25 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
A) With Crushed Stone
II) P.C.C. grade M 20
(i) Nominal mix (1:2:4) | 1,907.58 | Cum | 7,612.75 | ₹1,45,21,929.65 |
| 2 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL orequivalent) conforming to IS-9103-1999
(F) RCC Grade M 25
(a) for height upto 5m. Case I: with Mixer Machine | 1,106.24 | Cum | 9,630.2 | ₹1,06,53,312.45 |
| 3 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL)in substructrue complete as per drawings and technical specification Clauses 1002 1005 1010 & 1202 | 339.08 | tonne | 68,798.64 | ₹2,33,28,242.85 |
| 4 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
III) Brick on edge laid in cement mortar (1:3) | 333.16 | Cum | 6,076.14 | ₹20,24,326.8 |
| 5 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
V) Marshy soil | 3,911.18 | Cum | 632.41 | ₹24,73,469.34 |
| 6 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or uivalent), air entraining and water reducing plasticiser ( asterplast PAE or equivalent) and elerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999
(Pile diameter-750 mm) | 3,400 | RM | 7,877.7 | ₹2,67,84,180 |
| 7 | Dewatering by 5 H.P. water pump including supply of necessary fuel, engine oil and pump operator etc. complete as directed. | 3,600 | Hour | 287.95 | ₹10,36,620 |
| 8 | (Fabrication of shutter's)M.S. Plate (6mm thickness for skin plate) | 7,500 | Kg. | 127.53 | ₹9,56,475 |
| 9 | (Fabrication of shutter's)M.S.Channel (175 x 90mm - for shutter vertical & horizontal stiffeners , frame etc.) | 4,500 | Kg. | 107.4 | ₹4,83,300 |
| 10 | (Fabrication of shutter's)M.S.Flat (50 X 6 mm for rubber seal fitting.) | 750 | Kg. | 100.68 | ₹75,510 |
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