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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.9 LAccepted-Finance VILLAGE SORNA P O DOBRI TEHSIL VIKASNAGAR DISTT DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹63.9 L | L1 | Accepted-Finance QUALIFIED |
| 2 | L2₹66.0 LRejected-Finance | ₹66.0 L | L2 | Rejected-Finance DISQUALIFIED DUE TO RATE EXCESS FROM L1 BIDDER |
| 3 | L3₹73.5 LRejected-Finance | ₹73.5 L | L3 | Rejected-Finance DISQUALIFIED DUE TO RATE EXCESS FROM L1 BIDDER |
| 4 | L4₹78.0 LRejected-Finance VILL PATA POST DESAU KALSI DEHRADUN | ₹78.0 L | L4 | Rejected-Finance DISQUALIFIED DUE TO RATE EXCESS FROM L1 BIDDER |
| 5 | L5₹79.9 LRejected-Finance | ₹79.9 L | L5 | Rejected-Finance DISQUALIFIED DUE TO RATE EXCESS FROM L1 BIDDER |
| Sl No | Description | Qty | Unit | JEET SINGH L4 | Sanjay Joshi L7 | RAMESH SINGH TOMAR L5 | JAGAT SINGH L8 | Ramesh Singh Rawat L9 | JAGAT SINGH L6 | RAMESH PANWAR L1 | SANDEEP KUMAR GAUR L10 | SATPAL SINGH L2 | JAGVEER SINGH L3 | Deewan Singh Pundeer L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 1,254 | Cum | 301 ₹3.8 L | 314.52 ₹3.9 L | 331.07 ₹4.2 L | 314.68 ₹3.9 L | 370.06 ₹4.6 L | 195 ₹2.4 L | 109.06 ₹1.4 L | 380.74 ₹4.8 L | 255.12 ₹3.2 L | 97 ₹1.2 L | 389.5 ₹4.9 L |
| 2.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C grade M 10 Nominal mix 1:3:6 | 518 | Cum | 4,550 ₹23.6 L | 4,747.37 ₹24.6 L | 4,500 ₹23.3 L | 4,749.72 ₹24.6 L | 5,585.73 ₹28.9 L | 4,585 ₹23.8 L | 3,409.87 ₹17.7 L | 5,746.82 ₹29.8 L | 3,850.81 ₹19.9 L | 5,050 ₹26.2 L | 5,879.1 ₹30.5 L |
| 3.00 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604,1202 & 1204 I( 1:5 Cement mortar) | 302 | Cum | 5,950 ₹18.0 L | 6,207.49 ₹18.7 L | 6,000 ₹18.1 L | 6,210.57 ₹18.8 L | 7,303.7 ₹22.1 L | 6,611 ₹20.0 L | 5,650.16 ₹17.1 L | 7,514.34 ₹22.7 L | 5,035.18 ₹15.2 L | 5,100 ₹15.4 L | 7,687.3 ₹23.2 L |
| 4.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C grade M 20 Nominal mix 1:2:4 | 153 | Cum | 5,000 ₹7.7 L | 5,216.29 ₹8.0 L | 4,500 ₹6.9 L | 5,218.87 ₹8.0 L | 6,137.46 ₹9.4 L | 5,167 ₹7.9 L | 4,134.27 ₹6.3 L | 6,314.45 ₹9.7 L | 4,231.17 ₹6.5 L | 4,715 ₹7.2 L | 6,459.8 ₹9.9 L |
| 5.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 | 16 | Cum | 5,674 ₹90,784 | 5,919.38 ₹94,710.08 | 6,230.5 ₹99,688 | 5,922.31 ₹94,756.98 | 6,964.71 ₹1.1 L | 6,230 ₹99,680 | 5,791 ₹92,656 | 7,165.56 ₹1.1 L | 4,801.48 ₹76,823.64 | 5,350 ₹85,600 | 7,330.5 ₹1.2 L |
| 6.00 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 12 | Qtl. | 5,042 ₹60,504 | 5,260.62 ₹63,127.44 | 5,537.49 ₹66,449.94 | 5,263.23 ₹63,158.71 | 6,189.62 ₹74,275.40 | 5,863 ₹70,356 | 5,472.34 ₹65,668.08 | 6,368.12 ₹76,417.43 | 4,267.13 ₹51,205.54 | 4,000 ₹48,000 | 6,514.7 ₹78,176.40 |
| 7.00 | Cement plaster 15 mm thick 1:4 on stone masonry including cost of all Material ,labour ,T&P etc | 7,400 | Sqm | 156 ₹11.5 L | 162.87 ₹12.1 L | 171.44 ₹12.7 L | 162.95 ₹12.1 L | 191.64 ₹14.2 L | 161 ₹11.9 L | 121 ₹9.0 L | 197.16 ₹14.6 L | 132.11 ₹9.8 L | 138 ₹10.2 L | 201.7 ₹14.9 L |
| 8.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:6) | 136 | Cum | 2,930 ₹4.0 L | 3,057.28 ₹4.2 L | 3,218.18 ₹4.4 L | 3,058.79 ₹4.2 L | 3,597.17 ₹4.9 L | 3,028 ₹4.1 L | 2,612.4 ₹3.6 L | 3,700.91 ₹5.0 L | 2,479.9 ₹3.4 L | 2,650 ₹3.6 L | 3,786.1 ₹5.1 L |
| 9.00 | Providing, lowering into trenches with true to alignment, laying & lointing of full lenghts of HDPE pipes of specified grade as per IS: 4984-1995 and specification, with testing of pipe line including supply of jointing materials. (PE-63 Grade; PN- 6.0 (6.0 Kg/Cm2 ) 315 mm PN6 | 90 | Rmt | 3,034 ₹2.7 L | 3,165.4 ₹2.8 L | 3,332 ₹3.0 L | 3,166.97 ₹2.9 L | 3,724.39 ₹3.4 L | 3,332 ₹3.0 L | 2,940 ₹2.6 L | 3,831.8 ₹3.4 L | 2,567.6 ₹2.3 L | 2,861 ₹2.6 L | 3,920 ₹3.5 L |
| 10.00 | Providing, lowering into trenches with true to alignment, laying & lointing of full lenghts of HDPE pipes of specified grade as per IS: 4984-1995 and specification, with testing of pipe line including supply of jointing materials. (PE-63 Grade; PN- 6.0 (355 mm PN6) | 72 | Rmt | 3,855 ₹2.8 L | 4,021.35 ₹2.9 L | 4,233 ₹3.0 L | 4,023.34 ₹2.9 L | 4,731.5 ₹3.4 L | 4,233 ₹3.0 L | 3,486 ₹2.5 L | 4,867.95 ₹3.5 L | 3,261.9 ₹2.3 L | 3,635 ₹2.6 L | 4,980 ₹3.6 L |
Tender Value
Refer Docs
EMD Value
₹2.5 L
Closing Date
10 Mar 2026, 5:00 pmClosed
P L NAUTIYAL
Office of the Executive Engineer, Irriagation Division, Vikasnagar
Scheme for Renovation of culverts(Kulawa) of Dobari Canal and Dobari Feeder Under Sahaspur Block District Dehradun
2026_IRDCE_92326_1
02/EE/2025-26
Open Tender
Civil Works - Canal
270 days
sahaspur
AS PER DETAILS REQUIRED
4 documents required · 4 mandatory
₹4,720
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹2.5 L
Office of the Executive Engineer, Irriagation Divi
13 Apr 2026
23 Feb 2026
12 Mar 2026
23 Feb 2026
10 Mar 2026
24 Feb 2026
25 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
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C grade M 10 Nominal mix 1:3:6
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604,1202 & 1204 I( 1:5 Cement mortar)
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications 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 Clause 802, 803, 1202 & 1203 R.C.C. grade M 25
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Cement plaster 15 mm thick 1:4 on stone masonry including cost of all Material ,labour ,T&P etc
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:6)
Providing, lowering into trenches with true to alignment, laying & lointing of full lenghts of HDPE pipes of specified grade as per IS: 4984-1995 and specification, with testing of pipe line including supply of jointing materials. (PE-63 Grade; PN- 6.0 (6.0 Kg/Cm2 ) 315 mm PN6
Providing, lowering into trenches with true to alignment, laying & lointing of full lenghts of HDPE pipes of specified grade as per IS: 4984-1995 and specification, with testing of pipe line including supply of jointing materials. (PE-63 Grade; PN- 6.0 (355 mm PN6)
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming toIS:280&IS:4826 in 150 mm x 150 mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG
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