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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC KOTI COLONY KOTI DEHRADUN | ₹2.1 Cr | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹2.1 CrRejected-Finance 176 RACE COURSE DEHRADUN | BAGESHWAR | UTTARAKHAND | 263619 | ₹2.1 Cr | L2 | Rejected-Finance DISQUALIFIED DUE TO RATE EXCESS FROM L1 BIDDER |
| 3 | L3₹2.1 CrRejected-Finance | ₹2.1 Cr | L3 | Rejected-Finance DISQUALIFIED DUE TO RATE EXCESS FROM L1 BIDDER |
| 4 | L4₹2.2 CrRejected-Finance 68 MOHIT VIHAR NIRANJANPUR DISTT DEHRADUN | ₹2.2 Cr | L4 | Rejected-Finance DISQUALIFIED DUE TO RATE EXCESS FROM L1 BIDDER |
| 5 | L5₹2.2 CrRejected-Finance | ₹2.2 Cr | L5 | Rejected-Finance DISQUALIFIED DUE TO RATE EXCESS FROM L1 BIDDER |
| Sl No | Description | Qty | Unit | K.K. Enterprises L4 | Parag Jain L6 | Shivalik Infraventures (P) Limited L2 | M/s Navneet Kumar L1 | Arun Kumar L3 | M/S RAKESH KUMAR L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. Ordinary soil Upto 3 m depth SI N0 11-1-1-1 | 5,600 | CUM | 400 ₹22.4 L | 400 ₹22.4 L | 380 ₹21.3 L | 392 ₹22.0 L | 396.47 ₹22.2 L | 400.8 ₹22.4 L |
| 2.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, cement concrete, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unservice able material and stacking the serviceable material withall lift sand lead of 1000 m as per Technical Specification Clause 202. | 468 | CUM | 630 ₹2.9 L | 630 ₹2.9 L | 610 ₹2.9 L | 617 ₹2.9 L | 623.69 ₹2.9 L | 630.5 ₹3.0 L |
| 3.00 | Dismantling of stone masonary existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per Technical Specification Clause 202. | 36 | CUM | 398 ₹14,328 | 400 ₹14,400 | 385 ₹13,860 | 390 ₹14,040 | 394.49 ₹14,201.75 | 398.8 ₹14,356.80 |
| 4.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203Nominal mix 1:3:6. 11-4-1-1 | 1,750 | CUM | 5,644 ₹98.8 L | 5,600 ₹98 L | 5,572.5 ₹97.5 L | 5,526 ₹96.7 L | 5,583.94 ₹97.7 L | 5,644.9 ₹98.8 L |
| 5.00 | Plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 804,805,806,507, 1202 & 1204.P.C.C.grade M-20 Nominal mix (1:2:4) 12-5-2-1 | 900 | CUM | 6,528 ₹58.8 L | 6,500 ₹58.5 L | 6,450 ₹58.0 L | 6,390 ₹57.5 L | 6,457.7 ₹58.1 L | 6,528.2 ₹58.8 L |
| 6.00 | R C R stone masonry work in laid in (1:4)cement and sand mortar for substructure including supply as per drawing & technical specification Clauses 702.704,1202,and 1204 SI N0- 12-4-2-2 | 120 | CUM | 4,724 ₹5.7 L | 4,700 ₹5.6 L | 4,670 ₹5.6 L | 4,625 ₹5.5 L | 4,673.67 ₹5.6 L | 4,724.7 ₹5.7 L |
| 7.00 | R.R Stone masonry (1:5) in cement sand mortar for substructure completee as per drawing & technical specification Clause 702,704,1202 and 1204 SI N0-12-4-2-3. | 440 | CUM | 4,540 ₹20.0 L | 4,800 ₹21.1 L | 4,450 ₹19.6 L | 4,444 ₹19.6 L | 4,490.97 ₹19.8 L | 4,540 ₹20.0 L |
| 8.00 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 475 | SQM | 80 ₹38,000 | 100 ₹47,500 | 79 ₹37,525 | 79 ₹37,525 | 79.43 ₹37,730.56 | 80.3 ₹38,142.50 |
| 9.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x150mm mesh laid with stone boulders.as per direction of Engineer-in-charge.(As per PWD Uttarakhand specifications) Mis 1-7-2 | 364 | CUM | 1,901 ₹6.9 L | 1,900 ₹6.9 L | 1,870 ₹6.8 L | 1,861 ₹6.8 L | 1,880.67 ₹6.8 L | 1,901.2 ₹6.9 L |
Updated dates
Tender Value
₹2.5 Cr
EMD Value
₹5.1 L
Closing Date
20 Mar 2026, 5:00 pmClosed
SANJAY RAJ
Superintending Engineer , Irrigation Work Circle ,Dehradun
Protection Work of Katapathar Canal in Vikasnagar Block of Distt. Dehradun
2026_IRDCE_92376_1
07/SE/2025-26
Open Tender
Civil Works - Canal
365 days
VIKASNAGAR
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
Yes
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹5.1 L
Superintending Engineer , Irrigation Work Circle ,
9 Apr 2026
24 Feb 2026
23 Mar 2026
24 Feb 2026
20 Mar 2026
26 Feb 2026
26 Feb 2026
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. Ordinary soil Upto 3 m depth SI N0 11-1-1-1
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, cement concrete, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unservice able material and stacking the serviceable material withall lift sand lead of 1000 m as per Technical Specification Clause 202.
Dismantling of stone masonary existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per Technical Specification Clause 202.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203Nominal mix 1:3:6. 11-4-1-1
Plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 804,805,806,507, 1202 & 1204.P.C.C.grade M-20 Nominal mix (1:2:4) 12-5-2-1
R C R stone masonry work in laid in (1:4)cement and sand mortar for substructure including supply as per drawing & technical specification Clauses 702.704,1202,and 1204 SI N0- 12-4-2-2
R.R Stone masonry (1:5) in cement sand mortar for substructure completee as per drawing & technical specification Clause 702,704,1202 and 1204 SI N0-12-4-2-3.
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
Providing and laying of wire crates 3.00x1.50x1.50 in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x150mm mesh laid with stone boulders.as per direction of Engineer-in-charge.(As per PWD Uttarakhand specifications) Mis 1-7-2
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