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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹4.1 L+₹30,260 (7.87%)Rejected-Finance 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | L2 | Rejected-Finance Being 2nd lowest | |
| 3 | L3₹4.2 L+₹30,560 (7.95%)Rejected-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | L3 | Rejected-Finance Being 3rd lowest | |
| 4 | Not Admitted-Fee/PreQual/Technical 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | - | Not Admitted-Fee/PreQual/Technical Others-As per NIT clause No. 8(b) (c) | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-EMD not submitted as per NIT |
Tender Value
₹4.5 L
EMD Value
₹9,000
Closing Date
27 Feb 2025, 6:00 pmClosed
GE P NW Karanja
GE P NW Karanja Naval Station Karanja Dist Raigad Pin 400704
Conducting soil investigation of site for deficient married accommodation Naval and MES civilian Officers at Wode House Colaba Mumbai under GE P NW Karanja
2025_MES_695538_1
8409/E8
Open Tender
Civil Works
Item Rate
60 days
Karanja
As per tender documents
7 documents required · 7 mandatory
₹500
GE P NW Karanja
₹9,000
11 Apr 2025
30 Jan 2025
1 Mar 2025
30 Jan 2025
27 Feb 2025
14 Feb 2025
6 Feb 2025 - 9 Feb 2025
Amount
M&L for conducting soil investigation as per IS: 1892-1997 by hydraulic type core drlling / calyx type core drilling / rotary rig drilling method of 100mm diameter with casing pipe / bentonite slurry if required, for supporting inner collapsible stratas below water table with holes in all types of soil up to depth of 20m (except soil/ boulder/ soft soil to hard rock) or upto the depth of refusal (N>50) [whichever is more] and carrying out standard penetration test (SPT) at regular intervals and providing the SBC report, analytical & graphical report with detailed calculations, analysis and designs of soil bearing capacity, soil bearing pressure, recommending type of foundation, etc. as per codal provisions complete all as specified and as directed
M&L for conducting soil investigation as per IS: 1892-1997 by hydraulic type core drlling / calyx type core drilling / rotary rig drilling method of 100mm diameter with casing pipe / bentonite slurry if required, for supporting inner collapsible stratas below water table with holes in all types of soil up to depth of 30m (except soil/ boulder/ soft soil to hard rock) or upto the depth of refusal (N>50) [whichever is more] and carrying out standard penetration test (SPT) at regular intervals and providing the SBC report, analytical & graphical report with detailed calculations, analysis and designs of soil bearing capacity, soil bearing pressure, recommending type of foundation, etc. as per codal provisions complete all as specified and as directed
Notes for serial item Nos. 1 & 2: (i) The location/s of ground / site shall be as directed by the GE (ii) The application of methodology depending on the type of ground / site shall be as per relevant IS and as directed (iii) The analytical and graphical report shall be submitted with detailed calculations and design of all type of soil specifics as per relevant IS (iv) All testing shall be got done from NABL accredited laboratories as approved by the GE (v) All T&P, etc required for carrying out the tests at site, carrying to&fro samples to laboratories, etc. shall be provided by the Contractor (vi) The quoted rate shall be inclusive of all aspects pertaining to successfully conducting the tests and submission of reports thereof including any likely encumbrance/s at site and nothing extra shall be payable on any account
Rishi Markandeshwar Engineering Consultant (BID ID -3243371)
GEO DESIGNS AND RESEARCH PVT LTD (BID ID -3239595)
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