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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance A 8 MOHAN COOPERATIVE INDUSTRIAL ESTATE MATHURA ROAD NEW DELHI 110044 | NEW DELHI | SOUTH EAST DELHI | DELHI | 110044 | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹28.9 L (15.4%)Admitted-Finance H NO 471 GIANI ZAIL SINGH NAGAR ROPAR RUPNAGAR ROPAR RUPNAGAR PUNJAB 140001 | RUPNAGAR | PUNJAB | 140001 | ₹2.2 Cr+₹28.9 L (15.4%) | L2 | Admitted-Finance |
| 3 | L3₹2.2 Cr+₹33.6 L (17.8%)Admitted-Finance C 91 GROUND FLOOR SHIVALIK MALVIYA NAGAR NEW DELHI PIN 110017 | NEW DELHI | NEW DELHI | DELHI | 110017 | ₹2.2 Cr+₹33.6 L (17.8%) | L3 | Admitted-Finance |
| 4 | L4₹2.2 Cr+₹33.8 L (18.0%)Admitted-Finance | ₹2.2 Cr+₹33.8 L (18.0%) | L4 | Admitted-Finance |
| 5 | L5₹2.3 Cr+₹36.9 L (19.6%)Admitted-Finance | ₹2.3 Cr+₹36.9 L (19.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sood & Company L2 | IGS GEOTECHNICAL SERVICES LLP L3 | AECS ENGINEERING & GEOTECHNICAL SERVICES PVT. LTD. L6 | Indian Institute of Technology Ropar L4 | AIMIL LTD L1 | SPACE ENGINEERS CONSORTIUM PVT. LTD L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Exploratory diamond core drilling (04 Nos. of drill holes) in NX size in different formations, including preservation of cores in core boxes of standard dimensions made of seasoned local wood as per BIS standard.
Drillhole-1: 80 m depth, 60° from horizontal at EL ±605 m, Right Bank near Drift DR-2 (Hill Side).
Drillhole-2: 80 m depth, 65° from horizontal at EL ±540 m, Right Bank Edge (Valley Side).
Drillhole-3: Vertical drill hole, 100 m depth at EL ±550 m, Right Bank River Edge (approximately 20 m downstream of Dam Axis).
Drillhole-4: Vertical drill hole, 100 m depth at EL ±550 m, Left Bank River Edge (approximately 20 m downstream of Dam Axis). | 360 | meter | 12,000 ₹43,20,000 | 14,500 ₹52,20,000 | 18,700 ₹67,32,000 | 12,500 ₹45,00,000 | 11,000 ₹39,60,000 | 9,200 ₹33,12,000 Lowest |
| 2.00In-situ Rock Mechanics Tests: | |||||||||
| 2.10 | i. Direct Shear Test
(Rock-to-Rock & Rock-to-Concrete), as per IS 7746, latest revision
Direct Shear Test to be conducted inside the upper and lower level drifts on both left and right abutments of the dam axis. | 20 | numbers (5 locations for each test) | 2,25,000 ₹45,00,000 | 1,25,000 ₹25,00,000 | 2,50,000 ₹50,00,000 | 80,000 ₹16,00,000 | 70,000 ₹14,00,000 Lowest | 4,50,000 ₹90,00,000 |
| 2.20 | ii. Deformability Tests – Plate Jacking Test (IS 7317:2020) / Goodman Jack Test
Deformability test to be conducted inside the upper and lower level drifts on both left and right abutments of the dam axis. | 10 | set (each set including one vertical & one horizontal test) | 8,00,000 ₹80,00,000 | 7,25,000 ₹72,50,000 | 8,25,000 ₹82,50,000 | 6,50,000 ₹65,00,000 | 6,00,000 ₹60,00,000 Lowest | 6,50,000 ₹65,00,000 |
| 2.30 | Deformability Tests – Plate Jacking Test (IS 7317:2020)
(each set including one vertical & one horizontal tests)
To be conducted in Power House drift | 5 | set (each set including one vertical & one horizontal test) | 8,00,000 ₹40,00,000 | 7,25,000 ₹36,25,000 | 8,25,000 ₹41,25,000 | 6,50,000 ₹32,50,000 | 6,00,000 ₹30,00,000 | 4,50,000 ₹22,50,000 Lowest |
| 3.00Laboratory Rock Mechanics Tests: | |||||||||
| 3.10 | Physical Properties: Bulk Density, Saturated Density, Dry Density, Water Absorption, Porosity, Slake Durability Index
Engineering Properties: UCS (Saturated), Triaxial Strength (c & φ), Tensile Strength (Brazilian Test), Young's Modulus, Poisson's Ratio, Compressional (P-Wave) Velocity, and Shear (S-Wave) Velocity.
The laboratory tests (for physical & engineering properties) shall be performed on the core samples collected from the proposed drill holes. | 8 | numbers (samples for each test) | 15,000 ₹1,20,000 Lowest | 17,700 ₹1,41,600 | 16,107 ₹1,28,856 | 1,35,000 ₹10,80,000 | 17,000 ₹1,36,000 | 37,500 ₹3,00,000 |
| 4.00 | Making foot-track/approach path of 1.0m width, from middle level drift to the top and bottom level drift at right bank, by means of soil/sand filled gunny bags, cutting of rock slope/filling of muck in order to facilitate movement of people & equipments, all complete as per the direction of EIC. | 750 | m | 300 ₹2,25,000 Lowest | 590 ₹4,42,500 | 650 ₹4,87,500 | 4,500 ₹33,75,000 | 3,800 ₹28,50,000 | 1,000 ₹7,50,000 |
| 5.00 | Mobilization/demobilization charges for men and equipments | 1 | LS | 4,00,000 ₹4,00,000 | 25,00,000 ₹25,00,000 | 7,50,000 ₹7,50,000 | 14,00,000 ₹14,00,000 | 13,50,000 ₹13,50,000 | 2,50,000 ₹2,50,000 Lowest |
| 6.00 | Preparation and submission of comprehensive report | 1 | LS | 1,50,000 ₹1,50,000 | 5,00,000 ₹5,00,000 | 4,50,000 ₹4,50,000 | 5,00,000 ₹5,00,000 | 1,25,786 ₹1,25,786 Lowest | 1,50,000 ₹1,50,000 |
Tender Value
₹2.3 Cr
EMD Value
₹4.7 L
Closing Date
3 Aug 2026, 6:00 pmClosed
Group Senior Manager(PNC)
Sawalkote H.E. Project, Tanger Distt. -Ramban - 182144 (Jammu and Kashmir)
Additional Geological / Geotechnical investigations for Sawalkote H.E. Project, Tanger, District- Ramban, Jammu and Kashmir
2026_NHPC_918286_1
NH/SHEP/PNC/2026/PR16726/55
Limited
Drilling Works
Works
90 days
Sawalkote H.E. Project, Tanger, Dist. Ramban (JK)
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹4.7 L
Yes
19 Aug 2026
27 Jul 2026
8 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Exploratory diamond core drilling (04 Nos. of drill holes) in NX size in different formations, including preservation of cores in core boxes of standard dimensions made of seasoned local wood as per BIS standard.
Drillhole-1: 80 m depth, 60° from horizontal at EL ±605 m, Right Bank near Drift DR-2 (Hill Side).
Drillhole-2: 80 m depth, 65° from horizontal at EL ±540 m, Right Bank Edge (Valley Side).
Drillhole-3: Vertical drill hole, 100 m depth at EL ±550 m, Right Bank River Edge (approximately 20 m downstream of Dam Axis).
Drillhole-4: Vertical drill hole, 100 m depth at EL ±550 m, Left Bank River Edge (approximately 20 m downstream of Dam Axis). | 360 | meter | - | - |
| 2In-situ Rock Mechanics Tests: | |||||
| 2.1 | i. Direct Shear Test
(Rock-to-Rock & Rock-to-Concrete), as per IS 7746, latest revision
Direct Shear Test to be conducted inside the upper and lower level drifts on both left and right abutments of the dam axis. | 20 | numbers (5 locations for each test) | - | - |
| 2.2 | ii. Deformability Tests – Plate Jacking Test (IS 7317:2020) / Goodman Jack Test
Deformability test to be conducted inside the upper and lower level drifts on both left and right abutments of the dam axis. | 10 | set (each set including one vertical & one horizontal test) | - | - |
| 2.3 | Deformability Tests – Plate Jacking Test (IS 7317:2020)
(each set including one vertical & one horizontal tests)
To be conducted in Power House drift | 5 | set (each set including one vertical & one horizontal test) | - | - |
| 3Laboratory Rock Mechanics Tests: | |||||
| 3.1 | Physical Properties: Bulk Density, Saturated Density, Dry Density, Water Absorption, Porosity, Slake Durability Index
Engineering Properties: UCS (Saturated), Triaxial Strength (c & φ), Tensile Strength (Brazilian Test), Young's Modulus, Poisson's Ratio, Compressional (P-Wave) Velocity, and Shear (S-Wave) Velocity.
The laboratory tests (for physical & engineering properties) shall be performed on the core samples collected from the proposed drill holes. | 8 | numbers (samples for each test) | - | - |
| 4 | Making foot-track/approach path of 1.0m width, from middle level drift to the top and bottom level drift at right bank, by means of soil/sand filled gunny bags, cutting of rock slope/filling of muck in order to facilitate movement of people & equipments, all complete as per the direction of EIC. | 750 | m | - | - |
| 5 | Mobilization/demobilization charges for men and equipments | 1 | LS | - | - |
| 6 | Preparation and submission of comprehensive report | 1 | LS | - | - |
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