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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 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 | ₹7.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹7.4 L+₹3,000 (0.41%)Rejected-Finance SHARADA SMRITI H NO 840 VINAYAK KATHE ALI KEGAON ROAD URAN NAVI MUMBAI 400702 | RAIGAD | MAHARASHTRA | 400702 | ₹7.4 L+₹3,000 (0.41%) | L2 | Rejected-Finance other than lowest |
| 3 | L3₹9 L+₹1.6 L (22.3%)Rejected-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | ₹9 L+₹1.6 L (22.3%) | L3 | Rejected-Finance other than lowest |
| 4 | L4₹9.6 L+₹2.2 L (30.4%)Rejected-Finance | ₹9.6 L+₹2.2 L (30.4%) | L4 | Rejected-Finance other than lowest |
| 5 | L4₹9.6 L+₹2.2 L (30.4%)Rejected-Finance | ₹9.6 L+₹2.2 L (30.4%) | L4 | Rejected-Finance other than lowest |
Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
20 Jun 2023, 6:00 pmClosed
GE (P) NW KARANJA
GE (P) NW KARANJA, NAVAL STATION KARANJA, TEH-URAN, DISTT- RAIGAD, MAHARASHTRA, PIN 400704
CONDUCTING SOIL INVESTIGATION FOR PROVISION OF DEFICIENT SINGLE ACCOMMODATION FOR SAILORS OTM ACCOMMODATION AND UNIT SHOPS ALONGWITH ASSOCIATED FACILITIES AT NAVAL STATION KARANJA
2023_MES_597575_1
8394/E8
Open Tender
Civil Works
Item Rate
60 days
NAVAL STATION KARANJA
Please refer tender documents
7 documents required · 7 mandatory
₹500
GE (P) NW KARANJA
₹20,000
Yes
4 Aug 2023
23 May 2023
22 Jun 2023
23 May 2023
20 Jun 2023
6 Jun 2023
Amount
Conducting 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 stratus below water table with holes in all shorts of soil up to depth of 10.0Mtr (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 and submit the SBC report. Submission of proper analytical & graphical report with detail calculation & design of soil bearing capacity, soil bearing pressure, type of foundation etc as per codal provision.
Conducting 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 stratus below water table with holes in all shorts of soil up to depth of 30.00Mtr (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 and submit the SBC report. Submission of proper analytical & graphical report with detail calculation & design of soil bearing capacity, soil bearing pressure, type of foundation etc as per codal provision.
Carring out seismic Refraction Survey (SRT) at Project area location including Mobilization and demobilization of man power and equipment. Local shifting,date acquisition, processing & Interpertion and submission of draft& final report in soft & 1 set of hard copies along with drawings.
DIGITAL SERVICES
GEO DESIGNS AND RESEARCH PVT LTD
AN-ICON Engineering Technologies and Infrastructure Developments Pvt. Ltd.
VARDHAMAN CONSTRUCTION COMPANY
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