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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹99,000Accepted-Finance | 1 | Accepted-Finance Being lowest and reasonable | |
| 2 | Rejected-Technical NO 9 OFFICERS COLONY AYYA DWARAGA 100 FEET BYE PASS ROAD VELACHERY CHENNAI 600 042 | CHENNAI | CHENNAI | TAMIL NADU | 600042 | - | Rejected-Technical Not being the lowest bidder | |
| 3 | Rejected-Technical 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | - | Rejected-Technical Not being the lowest bidder | |
| 4 | Rejected-Technical | - | Rejected-Technical Not being the lowest bidder |
Tender Value
Refer Docs
Closing Date
31 Jul 2021, 11:00 amClosed
GE I RD RCI Hyderabad
GE I RD RCI Hyderabad
QUOTATION FOR SOIL INVESTIGATION FOR PROVN OF CIVIL WORKS FOR MISSION PLANNING SYSTEM AND DUAL MODE SEEKERS MPDMS DEVELOPMENT FACILTY AT RCI HYDERABAD
2021_MES_456954_1
3041/QTN 2020-21/02/E3
Open Tender
Survey
Item Wise
60 days
GE I RD RCI Hyderabad
Please refer Tender documents
3 documents required · 3 mandatory
₹0
Exempted
27 Aug 2021
5 Jul 2021
4 Aug 2021
5 Jul 2021
31 Jul 2021
8 Jul 2021
7 Jul 2021 - 23 Jul 2021
Amount
Mobilisation and De-mobilisation of tools and equipment from laboratory to site and back for conducting soil investigation works at site as per following details and as directed by Engineer-in-Charge:-
(a) Shifting of machine from one borehole to another borehole at site. (Five Bore holes in more than 01 location within 1.00 km)
(b) Making 100mm dia or NX size dia bore in any soil strata upto 10.00mtr depth or refusal whichever is met earlier collecting/conducting SPT/UDS/DS at the depths of 1.00mtr, 2.00mtr, 3.00mtr, 4.50mtr, 6mtr, 7.50mtr, 9mtr and 10mtr.
(c) Carrying out various laboratory tests of UDS/SPT/DS samples at alternation depth (which ever applicable) such as Seive Analysis, Atterberg's Limit,F.M.C,Specific Gravity,D.F.S Test,Bulk Density ,Direct Shear test for cohesion and angle of shearing resistance.
(d) Preparation of rock samples and conducting of the following test :- Bulk Density, Water absorption, Compressive strength
(e) Submission of sub soil investigation report in triplicate giving site plan showing test points, sub soil profile, results of field investigation laboratory test results, calculation of safe bearing capacity, recommendation and precautions regarding type of foundations.
M/S. BECQUEREL INDUSTRIES PVT. LTD.
Myrtle project and Consultancy Private Limited
JOSMAR CONSULTING ENGINEERS
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tech_eval.pdf
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finance_509342.pdf
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