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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.4 LAccepted-Finance | ₹74.4 L | L1 | Accepted-Finance QUALIFIED |
| 2 | L2₹76.0 L+₹1.5 L (2.04%)Rejected-Finance | ₹76.0 L+₹1.5 L (2.04%) | L2 | Rejected-Finance DISQUALIFIED |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-EMD not Received in Hard Copy |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-EMD not Received in Hard Copy |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Required Document/EMD not Received in Hard Copy |
| Sl No | Description | Qty | Unit | KUNDAN SINGH L2 | RAJENDRA SINGH CHAUHAN L1 |
|---|---|---|---|---|---|
| 1.00 | Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-incharge. | 854 | Cum | 275.58 ₹2,35,345.32 | 267 ₹2,28,018 Lowest |
| 2.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as perdirection of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 133 | Cum | 480.98 ₹63,970.34 | 449 ₹59,717 Lowest |
| 3.00 | 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) | 1,485.7 | Cum | 4,259.98 ₹63,29,052.29 | 4,178 ₹62,07,254.6 Lowest |
| 4.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full
width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification | 288 | Rmt | 185.6 ₹53,452.8 | 176 ₹50,688 Lowest |
| 5.00 | 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 (1:5) | 95.4 | Cum | 4,789.68 ₹4,56,935.47 | 4,681 ₹4,46,567.4 Lowest |
| 6.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C. grade M 10 Nominal mix 1:3:6 (Hand mixed) | 45.3 | Cum | 6,898 ₹3,12,479.4 | 6,788 ₹3,07,496.4 Lowest |
| 7.00 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, confirming to IS: 1978 - 1982, jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe
lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. 12.105 5.6 mm thick | 15 | Rmt | 9,645.96 ₹1,44,689.4 | 9,634 ₹1,44,510 Lowest |
Tender Value
₹87.9 L
EMD Value
₹2.0 L
Closing Date
22 Jun 2026, 3:00 pmClosed
MANOJ SEMWAL
Office of Executive Engineer Irrigation Division, Kalsi Ambadi
Reconstruction of Gangasu Right Canal damaged by Kharsi-Chaima motor road under construction by PWD, Chakrata, Dehradun
2026_IRDCE_96264_1
04/EE/KALSI/2026-27
Open Tender
Civil Works - Canal
Item Rate
CHAKRATA
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
3 documents required · 3 mandatory
₹4,720
EXECUTIVE ENGINEER IRRIGATION DIVISION KALSI
₹2.0 L
25 Jul 2026
4 Jun 2026
25 Jun 2026
5 Jun 2026
22 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-incharge. | - | Cum | 267.8 | - |
| 2 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as perdirection of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | - | Cum | 449.9 | - |
| 3 | 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) | - | Cum | 4,178.5 | - |
| 4 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full
width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification | - | Rmt | 176.3 | - |
| 5 | 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 (1:5) | - | Cum | 4,681.9 | - |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C. grade M 10 Nominal mix 1:3:6 (Hand mixed) | 1 | Cum | 6,788.1 | ₹6,781.31 |
| 7 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, confirming to IS: 1978 - 1982, jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe
lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. 12.105 5.6 mm thick | - | Rmt | 9,634 | - |
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