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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical H NO 471 GIANI ZAIL SINGH NAGAR ROPAR RUPNAGAR ROPAR RUPNAGAR PUNJAB 140001 | RUPNAGAR | PUNJAB | 140001 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹3.1 Cr
EMD Value
₹7.7 L
Closing Date
9 May 2026, 5:00 pmClosed
EE (Civil) Mori Tiuni HEP Dakpathar
Office of EE (Civil) Mori Tiuni HEP Dakpathar
Geo Technical Investigations at Mori-Tiuni HEP at District- Uttarkashi/Dehradun.
2026_UJVN_94032_1
01/EE (Civil)/MT/2026-27
Open Tender
Civil Works
Item Rate
270 days
Mori Tiuni
Please refer tender document
3 documents required · 3 mandatory
₹17,700
DGM Civil Arakot Tiuni and Tiuni Plasu Dakpathar
₹7.7 L
Office of EE (Civil) Mori Tiuni HEP Dakpathar
1 Jun 2026
9 Apr 2026
13 May 2026
9 Apr 2026
9 May 2026
22 Apr 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Transportation cost of drilling equipment like machinespumps and accessories by 10 T capacity motor vehicles including loading, unloading and security complete. | |||||
| 1.01 | up to100 km | - | Trip | - | - |
| 1.02 | add extra for every 50 km | - | Trip | - | - |
| 2Dismantling, transportation and assembling of Drilling Machines of different capacity complete by head load including cost of labour, T&P etc. as per directions of Engineer-In-Charge. | |||||
| 2.01 | up to 100 m lead | - | Nos | - | - |
| 2.02 | up to 500 m lead | - | Nos | - | - |
| 3Construction of Platform with locally available material of size 6.0 m X 6.0 m X 1.0 m for housing the drilling machine complete with cost of all labour, material,T&P & transport as per direction of Engineer -In- Charge. | |||||
| 4Diamond core drilling vertical hole (with 0⁰-10⁰ angle from vertical) of desire depth with double barrel core samplers for geological & geotechnical investigation in the project area and around the project alignment of Mori Tiuni HEP (as given below in desired mode) as per specification of NX/ EX size, having depth as per direction of Engineer-In-Charge including all cost of material, labour, T&P etc. complete in all respect, with a core recovery as per IS Specifications and boxing (Making and supplying of sal wood/ local wood core boxes with dummy (core loss), wooden blocks and packing materials as per IS: 4078-1980 with latest amendments, if any, including all cost of labour, materials, carriage and T&P complete in all respect with painting and writing, marking etc leveling and transportation of the core etc. The above work also includes water permeability test (Double packer method) at every 1.50 m to 3.00 m depth in ascending and descending order including all cost of materials, labour, T&P, others equipment’s etc. required for performing the test complete in all respect to fullsatisfaction of Engineer-In-Charge. | |||||
| 5Groutability test (as Per IS Code 4999-1991,5529-2- 2006 Part 2) above work item no 4 (double packer method) at every 1.5 to 3.0 M depth in ascending and descend order including all cost of material labour T&P,others equipment etc. required for performing the test complete in all respect to full satisfaction of Engineer -In-Charge. | |||||
| 6Diamond core drilling Angular hole (with 10⁰-30⁰ angle from vertical) of desire depth with double barrel core samplers for geological & geotechnical investigation in the project area and around the project alignment of Mori Tiuni HEP (as given below in desired mode) as per specification of NX/ EX size, having depth as per Direction of Engineer In Charge including all cost of material, labour, t&p etc. complete in all respect, with a core recovery as per I.S Specifications and boxing (Making and supplying of sal wood/ local wood core boxes with dummy (core loss), wooden blocks and packing materials as per IS Specification number 4078- 1980 with latest amendments, if any, including all cost of labour, materials, carriage and T&P complete in all respect with Painting and writing, marking etc) leveling and transportation of the Core etc. the above work also includes water permeability test (Double packer method) at every 1.50 m to 3.00 m depth in ascending and descending order including all cost of materials, labour, T&p others equipment’s etc. required for performing the test complete in all respect to fullsatisfaction of Engineer -In-Charge | |||||
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