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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | ₹8.2 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹8.8 LRejected-Finance 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 UDYAM HR 11 0010149 | KURUKSHETRA | HARYANA | 136135 | ₹8.8 L | L2 | Rejected-Finance Being 2nd Lowest |
| 3 | L3₹9.5 LRejected-Finance | ₹9.5 L | L3 | Rejected-Finance Being 3rd Lowest |
| 4 | L4₹10.0 LRejected-Finance | ₹10.0 L | L4 | Rejected-Finance Being 4th Lowest |
| 5 | L5₹10.2 LRejected-Finance | ₹10.2 L | L5 | Rejected-Finance Being 5th Lowest |
| Sl No | Description | Qty | Unit | Rishi Markandeshwar Engineering Consultant L2 | VARDHAMAN CONSTRUCTION COMPANY L4 | KUNIKA GEOTECHNICAL SERVICES P. lTD. L3 | ANNOOR TEST LABS & ENGINEERING SERVICES PRIVATE LIMITED L5 | TECHNOEDGE RESEARCH PRIVATE LIMITED L1 | SHREE CONMAT ENGINEERING SERVICES L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 10m (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 | 18 | Each Job | 33,780 ₹6,08,040 | 38,750 ₹6,97,500 | 35,000 ₹6,30,000 | 40,000 ₹7,20,000 | 34,500 ₹6,21,000 | 47,000 ₹8,46,000 |
| 2.00 | 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 | 4 | Each Job | 67,560 ₹2,70,240 | 75,606 ₹3,02,424 | 80,000 ₹3,20,000 | 75,000 ₹3,00,000 | 50,000 ₹2,00,000 | 49,000 ₹1,96,000 |
| 3.00Notes 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 | |||||||||
Updated dates
Tender Value
₹12.0 L
EMD Value
₹23,800
Closing Date
5 Jan 2026, 6:00 pmClosed
GE (P) NW KARANJA
GE (P) NW KARANJA NAVAL STATION KARANJA, URAN,DIST- RAIGAD, MH-400704
CONDUCTING SOIL INV OF SITES FOR PROVN OF AC STORAGE FACILITIES AT HWT DEMOLITION AND RECONSTR OF MT BLDGS NOS P82 P331 AND P574 AND DEMOLITION AND RECONSTR OF CERTAIN INLIVING SAILORS ACCN ALONGWITH DEFICIENT FACILITIES AT NAVAL STN KARANJA
2025_MES_741995_1
8418/E8
Open Tender
Civil Works
60 days
KARANJA
As per tender documents
8 documents required · 8 mandatory
₹500
GE (P) NW KARANJA
₹23,800
Yes
5 Mar 2026
2 Dec 2025
7 Jan 2026
2 Dec 2025
5 Jan 2026
16 Dec 2025
5 Dec 2025 - 15 Dec 2025
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 10m (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 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
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
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