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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-Finance LINE JEEVANGARH AMBARI DISTT DEHRADUN | ₹2.7 Cr | L1 | Accepted-Finance QUALIFIED |
| 2 | L2₹2.8 CrRejected-Finance 68 MOHIT VIHAR NIRANJANPUR DISTT DEHRADUN | ₹2.8 Cr | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹2.8 CrRejected-Finance | ₹2.8 Cr | L3 | Rejected-Finance DISQUALIFIED |
| 4 | L4₹2.8 CrRejected-Finance CANAL ROAD HERBERTPUR TEH VIKASNAGER DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹2.8 Cr | L4 | Rejected-Finance DISQUALIFIED |
| 5 | L5₹2.8 CrRejected-Finance | ₹2.8 Cr | L5 | Rejected-Finance DISQUALIFIED |
| Sl No | Description | Qty | Unit | M/S SATISH KUMAR L4 | M/S KUNWAR SINGH NEGI L1 | Parag Jain L5 | K.K. Enterprises L2 | M/S RAKESH KUMAR L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling of 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 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar | 500 | Cum | 398.8 ₹2.0 L | 382.85 ₹1.9 L | 400 ₹2 L | 395 ₹2.0 L | 397 ₹2.0 L |
| 2.00 | Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-incharge. | 730 | Cum | 238.7 ₹1.7 L | 229.15 ₹1.7 L | 240 ₹1.8 L | 236 ₹1.7 L | 238.7 ₹1.7 L |
| 3.00 | Excavation in Cutting in Ordinary Soil by Manual means Upto 3 m depth | 3,100 | Cum | 400.8 ₹12.4 L | 384.77 ₹11.9 L | 400 ₹12.4 L | 397 ₹12.3 L | 400.8 ₹12.4 L |
| 4.00 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets, scupper etc. Including supply of all materials,labour, T&P royality etc. | 800 | Cum | 2,252.5 ₹18.0 L | 2,162.4 ₹17.3 L | 2,300 ₹18.4 L | 2,230 ₹17.8 L | 2,252.5 ₹18.0 L |
| 5.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Nominal mix 1:3:6 | 1,658 | Cum | 5,644.9 ₹93.6 L | 5,419.1 ₹89.8 L | 5,650 ₹93.7 L | 5,588 ₹92.6 L | 5,644.9 ₹93.6 L |
| 6.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry (1st sort) In cement mortar (1:5) | 1,819 | Cum | 4,812.6 ₹87.5 L | 4,620.1 ₹84.0 L | 4,800 ₹87.3 L | 4,764 ₹86.7 L | 4,812.6 ₹87.5 L |
| 7.00 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 2,400 | Sqm | 80.8 ₹1.9 L | 77.57 ₹1.9 L | 80 ₹1.9 L | 80 ₹1.9 L | 80.8 ₹1.9 L |
| 8.00 | Providing concrete for plain /reinforced concrete in open foundation (P.C.C. grade M 20) Nominal Mix 1:2:4 | 468 | Cum | 6,172.1 ₹28.9 L | 5,925.22 ₹27.7 L | 6,200 ₹29.0 L | 6,110 ₹28.6 L | 6,172.1 ₹28.9 L |
| 9.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications R.C.C. grade M 25 | 32 | Cum | 6,908.5 ₹2.2 L | 6,632.16 ₹2.1 L | 7,000 ₹2.2 L | 6,839 ₹2.2 L | 6,908.5 ₹2.2 L |
| 10.00 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 25 | Qtl | 6,489.61 ₹1.6 L | 6,230.03 ₹1.6 L | 6,500 ₹1.6 L | 6,425 ₹1.6 L | 6,489.61 ₹1.6 L |
Updated dates
Tender Value
₹3.3 Cr
EMD Value
₹6.6 L
Closing Date
20 Mar 2026, 5:00 pmClosed
SANJAY RAJ
Office of Superintending Engineer Irrigation Works Circle Maharani bagh G M S Road, Dehradun
Protection Work of Rambagh Canal in Vikasnagar Block of Distt. Dehradun
2026_IRDCE_92372_1
07/SE/2025-26
Open Tender
Civil Works - Canal
540 days
VIKASNAGAR
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹6.6 L
Office of Superintending Engineer Irrigation Works
29 Apr 2026
24 Feb 2026
23 Mar 2026
24 Feb 2026
20 Mar 2026
26 Feb 2026
26 Feb 2026
Dismantling of 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 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar
Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-incharge.
Excavation in Cutting in Ordinary Soil by Manual means Upto 3 m depth
Random Rubble Masonary laid dry in breast wall,retaining wall, parapets, scupper etc. Including supply of all materials,labour, T&P royality etc.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Nominal mix 1:3:6
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry (1st sort) In cement mortar (1:5)
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
Providing concrete for plain /reinforced concrete in open foundation (P.C.C. grade M 20) Nominal Mix 1:2:4
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications R.C.C. grade M 25
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification Clauses 600,1202 &1203 Brick masonry in 1:4 cement mortar
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure asper technical specification Clauses 613.4 & 1204
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