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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Documents in Hard Copy not received |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Documents in Hard Copy not received |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance VILLAGE BHITRALI PO HATHIPAON DISTT DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | Not Admitted-Fee/PreQual/Technical/Finance Others-Documents in Hard Copy not received |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Documents in Hard Copy not received |
Tender Value
₹96.8 L
EMD Value
₹2.2 L
Closing Date
29 May 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_95468_1
03/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
₹2.2 L
2 Jun 2026
14 May 2026
2 Jun 2026
15 May 2026
29 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-incharge. | 1 | cum | - | - |
| 1.02 | 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 | - | - |
| 1.03 | 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 | cum | - | - |
| 1.04 | 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 | - | - |
| 1.05 | 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 | - | - |
| 1.06 | 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 | - | - |
| 2.01 | 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 | - | - |
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