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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.7 LAccepted-AOC B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | ₹3.7 L | 1 | Accepted-AOC lowest bidder |
| 2 | 2₹3.9 L+₹22,428 (6.03%)Rejected-Finance | ₹3.9 L+₹22,428 (6.03%) | 2 | Rejected-Finance not lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical un-enlisted |
| 4 | Rejected-Technical PLOT NO 47 PARWATI HOUSING SOCIETY SARA SIDDHI ROAD SAWANGI HARSOOL ROAD AURANGABAD MAHARASHTRA 431008 | AURANGABAD | MAHARASHTRA | 431008 | - | - | Rejected-Technical un-enlisted |
Tender Value
₹5.3 L
EMD Value
₹11,000
Closing Date
19 Jun 2024, 6:00 pmClosed
GE (P) NW KARANJA
GE (P) NW KARANJA NAVAL STATION KARANJA PIN-400704
CONDUCTING SOIL INVESTIGATION FOR PROVISION OF DEFICIENT TECHNICAL POSITION (ASHOKA TP) AND DEMOLITION OF FIRE HEAD QUARTER AT NAVAL STATION KARANJA
2024_MES_655232_1
8402/E8
Open Tender
Civil Works
Item Rate
60 days
NAVAL STATION KARANJA
As per tender documents
7 documents required · 7 mandatory
₹500
GE (P) NW KARANJA
₹11,000
Yes
4 Sept 2024
22 May 2024
21 Jun 2024
22 May 2024
19 Jun 2024
5 Jun 2024
24 May 2024 - 28 May 2024
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 upto 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 preasure, 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 20.0Mtr (except soil/ boulder/ soft soil to hard rock) or upto 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 preasure, type of foundation etc as per codal provision.
VARDHAMAN CONSTRUCTION COMPANY
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