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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC FCA 560 BLB EAST CHAWLA COLONY SAURAJ SINGH YADAV BALLABGARH VILLAGE TOWN CHAWLA COLONY CITY FARIDABAD FARIDABAD HARYANA 121004 INDIA | FARIDABAD | HARYANA | 121004 | ₹8.4 L | L1 | Accepted-AOC Lowest Quoted Tender |
| 2 | L2₹9.2 L+₹78,060 (9.32%)Rejected-Finance | ₹9.2 L+₹78,060 (9.32%) | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹9.9 L+₹1.6 L (18.6%)Rejected-Finance 2ND FLOOR PLOT NO E 19 104 155 BLOCK E P NO 19 SECTOR 3 ROHINI NORTH WEST DELHI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | ₹9.9 L+₹1.6 L (18.6%) | L3 | Rejected-Finance Other than lowest bidder |
| 4 | L4₹10.4 L+₹2.0 L (23.7%)Rejected-Finance 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | ₹10.4 L+₹2.0 L (23.7%) | L4 | Rejected-Finance Other than lowest bidder |
| 5 | L5₹12.5 L+₹4.1 L (49.3%)Rejected-Finance | ₹12.5 L+₹4.1 L (49.3%) | L5 | Rejected-Finance Other than lowest bidder |
Tender Value
₹11.4 L
EMD Value
₹23,000
Closing Date
25 Feb 2023, 6:00 pmClosed
GE (P) (NW) No 2
GE (P) (NW) No 2, Near KV No 2, New Navy Nagar, Colaba, Mumbai-400 005
SOIL INVESTIGATION FOR PROVISION OF DEFICIENT MARRIED ACCOMMODATION FOR SAILORS IN MULTI-STORIED CONFIGURATION AT MUMBAI UNDER GE (P) (NW) NO. 2 MUMBAI
2023_MES_577756_1
8017/E8
Open Tender
Civil Works
Item Rate
60 days
Mumbai
Please refer tender documents
7 documents required · 7 mandatory
₹500
GE (P) (NW) No 2
₹23,000
Yes
10 Mar 2023
28 Jan 2023
27 Feb 2023
28 Jan 2023
25 Feb 2023
11 Feb 2023
Amount
M&L for carrying out the soil investigation as per IS: 1892-1997 by manually/hydraulic/calax rotary drilling of 100mm diameter with casing pipe/bentonite slurry if required, for supporting inner collapsible stratas below water table with holes in all sorts of soil up to depth of 20.00M (except soil/boulder/soft soil to hard rock) or up to the depth of refusal (N>50). Conducting standard penetration test (SPT) at regular interval or at any change of strata & submit the SBC report alongwith all test as mentioned in PS clause No 9. Submission of proper analytical & graphical report with detail calculation & design of soil bearing capacity, soil bearing pressure, type of foundation etc. if pile foundation are required the depth of pile shall be mentioned and pile capacity in compression, uplift & lateral load shall be given for 300, 400, 450, 500, 600, 1000 and 1200 mm dia pile as per codal provision including mobilization and demobilization of man power and equipments, Local shifting of equipments, data acquisition, processing & Interpertion and submission of draft & final report in soft copy and 4 sets of hard copies along with drawings complete all as specified and directed.
All as per item No 1 above but up to depth of 35.00M.
Carrying out seismic Refraction Survey (SRT) at Project site including mobilization and demobilization of man power and equipments, Local shifting of equipments, data acquisition, processing & Interpertion and submission of draft & final report in soft copy and 4 sets of hard copies along with drawings complete all as specified and directed.
Renuka Consultants
MEENAKSHI GEOTECH
M/S. BECQUEREL INDUSTRIES PVT. LTD.
KCT CONSULTANCY SERVICES
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