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NTID 43208536
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💬 Talk to Our Bidding ExpertGeotechnical Investigations F in Pithoragarh - Complete Tender Details
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UTTARAKHAND JAL VIDYUT NIGAM LIMITED
Pithoragarh, Uttarakhand, India
NTID 43208536
- Opening Date : Fri 2nd January, 2026
- Closing Date : Tue 30th December, 2025
- ₹ 14673023.00
- NTID 43208536
Key Values: Document Cost: 11800.00 | EMD: 366900.00 | Estimated Cost: 14673023.00
Tender Description
Geotechnical Investigations, Field / In-situ Testing At Sirkari Bhyol Rupsiabagar (sbr) Hydro- Electric Project (120 Mw), Munsiyari , District Pithoragarh
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
366900.00 -
Document Cost
11800.00 -
Estimated Cost
14673023.00
BOQ Items Total Items : 20 | Total Qty : 1243.43
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Diamond core drilling vertical hole (with 0-10 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 Sirkari Bhyol Rupsiabagar HEP (as given below in desired mode) as per specification of NX 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 relevant IS 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) levelling and transportation of the core etc. the above work also includes water permeability test (Double packer method) at every 3.0 to 5.00 M depth in ascending and descending order including all cost of materials, labour, T&P others equipment s etc. complete in all respect required for performing the test including and cost of geological logging of drilled holes as per Indian standards and submission of report complete in all respect to full specification of Engineer-in-Charge. As per ToR Sl no 3 (A) & (B-1) Location :- Surge Shaft (70m), Pressure Shaft (180m) | 250.000 | RM |
| 2 | Diamond core drilling vertical hole (with 0-10 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 Sirkari Bhyol Rupsiabagar HEP (as given below in desired mode) as per specification of NX 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 relevant IS 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) levelling and transportation of the core etc. the above work also includes Standard Penetration test (SPT) in Barrage area including all cost of materials, labour, T&P others equipment s etc. complete in all respect required for performing the test including and cost of geological logging of drilled holes as per Indian standards and submission of report complete in all respect to full specification of Engineer-in-Charge. As per ToR Sl no 3 (H) Location:- On left bank of Barrage axis 35m +35m | 70.000 | RM |
| 3 | Diamond core drilling vertical hole (with 0-10 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 Sirkari Bhyol Rupsiabagar HEP (as given below in desired mode) as per specification of NX 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 relevant IS 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) levelling and transportation of the core etc including all cost of materials, labour, T&P others equipment s etc. complete in all respect required for performing the test including and cost of geological logging of drilled holes as per Indian standards and submission of report complete in all respect to full specification of Engineer-in-Charge. As per ToR Sl no 3 (G 12 & 13) Location:- On Landslide zone on left bank of downstream of Barrage 50m +100m | 150.000 | RM |
| 4 | Rock mechanics laboratory test on NX size(54mm) in surge shaft and pressure shaft area (11 tests) As per ToR 3 (C) a. Specific Gravity (Grain Density) b. Bulk Density (Dry & Saturated) c. Water absorption d. Void Ratio / Apparent Porosity e. Hardness f. Slake durability Index (I Cycle & II cycle) g. Brazilian Tensile Strength (Normal and Saturated Condition) h. Modulus of Elasticity and Poisson s Ratio i. Point Load Strength Index (Diametric & Axial) j. Unconfined Compressive Strength (Normal and Saturated Condition) k. Triaxial Compressive Test (For determination of Shear strength parameters i.e. Cohesion (c) and Angle of Internal friction ( ) | 5.000 | Sample |
| 5 | In-situ shear tests near pressure shaft location a. rock-to-concrete interface b. rock-to-rock interfaces | 2.000 | No |
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