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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC FH 1 A BLOCK VARDHAMAN GRAND PLAZA MANGALAM PLACE SECTOR 3 ROHINI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 Cr+₹18.2 L (14.6%)Rejected-Finance SCO NO 27 SECOND FLOOR BEANT SINGH AMAN NAGAR PART II BELA ROAD ROPAR RUPNAGAR PUNJAB 140001 | RUPNAGAR | PUNJAB | 140001 | ₹1.4 Cr+₹18.2 L (14.6%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical T-C not qualified |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
12 Feb 2025, 2:00 pmClosed
ED C and P
Contracts and Procurement Dept, NEEPCO Ltd., Lower New Colony, Shillong -793003
Core Drilling works of Tato-II Hydro Electric Project (700 MW), Shi-Yomi District, Arunachal Pradesh.
2024_NEEPC_220372_1
NIB No. 470 Dated 03.01.2025
Open Tender
Drilling Works
Item Rate
120 days
Tato-II HEP, NEEPCO, Ar. Pradesh
3 documents required · 3 mandatory
₹0
₹2.3 L
21 Apr 2025
3 Jan 2025
13 Feb 2025
4 Jan 2025
12 Feb 2025
4 Jan 2025
4 Jan 2025 - 17 Jan 2025
Amount
Mobilisation of boring equipment, personnel and all other necessary machinery/accesories for boring works including any platform required for drilling work, transportation, shifting of equipment to site etc., all complete.
Demobilisation of boring equipment, personnel and all other necessary machinery/accessories brought for boring works including any platform required for drilling work, shifting of equipment from site, ransportation etc., all complete.
Shifting to the bore hole location: Shifting of boring equipment to all bore hole locations for boring works including assembling and dismantling of rigs etc.
Boring through all kind of soils with adequate/suitable equipment and approved method of boring and providing casing pipe as required and as per directions of the Engineer-in-Charge, for depth measured below existing ground level using triple tube core barrel.
Boring through RBM (River Borne Materail) or rock strata (both soft and hard rock) using hydraulic rigs of any depth with double/triple tube core barrel including collecting of cores in core boxes, determining core recovery (CR), rock quality designation (RQD), parameters for RMR assessment as per specifications and presentation of drilling information and core description as per IS Code 4464:2020.
Conducting Standard Penetration Test (SPT) (As per IS: 2131) and collecting distributed soil samples at every 1.5 meter at the change of strata at depth wherever undisturbed soil samples could not be collected, at depth of discontinuity on encountering of rock/at depths of borehole termination.
Permeability test in overburden and rock at every 3.0 meter interval by appropriate method as per BIS guidelines.
GI Core Box.
Rawel Singh And Company (BID ID -816201)
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