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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | FIRST₹3.5 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 | ₹3.5 L | FIRST | Accepted-AOC Lowest Tenderer |
| 2 | SECOND₹3.5 LRejected-Finance | ₹3.5 L | SECOND | Rejected-Finance Other than lowest bidder. |
| 3 | THIRD₹20.1 LRejected-Finance 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | ₹20.1 L | THIRD | Rejected-Finance Other than lowest bidder. |
| 4 | Rejected-Technical BIMAL SINHA SARANI HAKIMPARA SILIGURI SILIGURI HAKIMPARA DARJEELING WEST BENGAL 734001 | JALPAIGURI | WEST BENGAL | 734001 | - | - | Rejected-Technical Scanned copy of DD against Tender Fee not uploaded and hard copy not received |
Tender Value
₹3.9 L
EMD Value
₹7,700
Closing Date
6 Sept 2022, 6:00 pmClosed
GE (P) (NW) No 2 Mumbai
GE (P) (NW) No 2, Near KV No 2, New Navy Nagar, Colaba, Mumbai-400 005
SOIL INVESTIGATION FOR PROVISION OF DEFICIENT SAILORS MD ACCN (304 DUS) AT COLABA UNDER GE (P) (NW) NO. 2 MUMBAI
2022_MES_544246_1
8014/E8
Open Tender
Civil Works
Item Rate
60 days
Colaba
Please refer tender documents
7 documents required · 7 mandatory
₹500
GE (P) (NW) No 2
₹7,700
Yes
12 Nov 2022
9 Aug 2022
8 Sept 2022
9 Aug 2022
6 Sept 2022
24 Aug 2022
Amount
M&L for carrying out the soil investigation for Provn of deficient sailors Md Accn (304 DUs) (Two towers of G+42 storey configeration) 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 every 1.0 mtr depth 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 30.00M.
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
M/S. BECQUEREL INDUSTRIES PVT. LTD.
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