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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical MAIN ROAD PRAGATI VIHAR RISHIKESH DEHRADUN 249201 | DEHRADUN | UTTARAKHAND | 249201 | Accepted-Technical As per Technical Evaluation |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Rejected-Technical SCO NO 27 SECOND FLOOR BEANT SINGH AMAN NAGAR PART II BELA ROAD ROPAR RUPNAGAR PUNJAB 140001 | RUPNAGAR | PUNJAB | 140001 | Rejected-Technical As per Technical Evaluation |
Tender Value
Refer Docs
EMD Value
₹20.4 L
Closing Date
4 Nov 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE(Civil), MB-II HEP, Chinyalisaur
EE(Civil), MB-II HEP, Chinyalisaur
Strengthening of strata and ground improvement works including channelization of leakage water flowing out from HRT of MB-II HEP at Gamri Gad, Distt-Uttarkashi.
2025_UJVN_88085_1
19 EE(Civil)/MB-II/Chinyalisaur/ 2025-26
Open Tender
Civil Works - Others
Percentage
547 days
Chinyalisaur
Please refer Tender documents.
2 documents required · 2 mandatory
₹23,600
Dy. GM UJVNLimited,Maneri, Uttarkashi
₹20.4 L
EE(Civil), MB-II HEP, Chinyalisaur
19 Jun 2026
14 Oct 2025
7 Nov 2025
14 Oct 2025
4 Nov 2025
28 Oct 2025
24 Oct 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Diamond core drilling vertical hole of desired depth including core samples for geological & geotechnical investigation as per specification of NX to SX size as required, having depth as per direction of Engineer in charge including all cost of material, labour, T&P etc. with a minimum of 80% of core recovery and boxing, levelling and transportation of the core etc. for proper completion of work in all respect. | - | Rmt | 14,630 | - |
| 2 | Diamond core drilling vertical hole of desired depth as per specification of NX to SX size as required, having depth as per direction of Engineer in charge including all cost of collection of core samples, material, labour, T&P etc. for proper completion of work in all respect. | - | Rmt | 12,430 | - |
| 3 | Re-Drilling hole(With 0-100 angle form vertical) of desired depth as per specification of NX to SX size as required, having depth as per direction of Engineer in charge including all cost of material, labour, T&P etc. for proper completion of work in all respect. | - | Rmt | 7,700 | - |
| 4 | Drilling of 168mm Dia holes by symetric /Odex method using threaded casing including errection, casingpipes after grouting wastage, equipment, manpower consumable, tools and tackels etc. 2 lines @ 2.50 m spacing and 5 meter from hole to hole in a row. | - | Rmt | 8,000 | - |
| 5 | Supply of Sleeve Grout (Bentonite Cement) including all T&P etc. required for proper completion of the work as per direction of Engineer -In-Charge. | - | Kg | 17.5 | - |
| 6 | Injection of sleeve Grout (Bentonite Cement) using a proper grouting pump in the periphery of drilling hole as primary grouting, including all T&P etc. required for proper completion of the work as per direction of Engineer -In-Charge. | - | Kg | 14.5 | - |
| 7 | Supply of Cement grout with required admixture ( Cebex100, including all T&P etc. required for proper completion of the work as per direction of Engineer -In-Charge. | - | Bag | 1,025 | - |
| 8 | Injection of Cement Grout with admixtures using hydraulic packers to achieve the desired consolidation and target permiability, including all T&P etc. required for proper completion of the work as per direction of Engineer -In-Charge. | - | Bag | 1,500 | - |
| 9 | Setting of Packers from bottom to top and placing every stage using inflatable packer, including all T&P etc. required for proper completion of the work as per direction of Engineer -In-Charge. | - | Stage | 1,850 | - |
| 10 | Providing and injection of PU Grouting work to control the flow of water leakage including all material transportation at site, machinery & T&P required for proper completion of work as per direction of Engineer-In-Charge. | - | Kg | 1,800 | - |
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