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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-Finance | L1 | Accepted-Finance found correct | |
| 2 | L2₹2.9 L+₹49,238 (20.5%)Accepted-Finance | L2 | Accepted-Finance found correct | |
| 3 | L3₹3.0 L+₹60,074 (25.0%)Accepted-Finance | L3 | Accepted-Finance found correct | |
| 4 | L4₹3.0 L+₹65,000 (27.1%)Accepted-Finance | L4 | Accepted-Finance found correct | |
| 5 | L5₹3.8 L+₹1.4 L (59.8%)Accepted-Finance 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | L5 | Accepted-Finance found correct |
Tender Value
₹4 L
Closing Date
27 Aug 2020, 5:00 pmClosed
Maj Komal Parihar
GE (I) Navy Lonavla
Soil Investigation Demolition and reconstruction of overhead tank at INS Shivaji, Lonavla
2020_MES_368649_1
3016/12/E3
Open Tender
Job Works
Works
30 days
GE (I) Navy Lonavla
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
1 Sept 2020
12 Aug 2020
29 Aug 2020
12 Aug 2020
27 Aug 2020
16 Aug 2020
13 Aug 2020 - 14 Aug 2020
Mobilization and demobilization of tools/equipments and personnel required to execute the job, including lodging & boarding expenses
Conducting Soil investigation (bore hole) as per IS : 1892 – 1997 by manually / hydraulic / calax rotary drilling of 100 - 150 mm diameter with casing pipe / bentonite slurry if required, for supporting inner collapsible stratum below water table with pot holes / helical auger in all sorts of soil upto depth of 30 Mtr Conducting standard penetration test (SPT) at regular interval & 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 Plate Load Test (PLT) by Kentledge method as per IS : 1888 – 1997 with calibrated measuring devices like load / pressure gauge, hydraulic jack and pump with hose pipe, dial gauges for measuring settlement, datum bars, magnetic stands, necessary packing (pedestal),etc with required size of plate, Girder. submission of report with proper presentation, graph of load Vs settlement, load bearing capacity of test stratum including all necessary tools and tackles required for the test. (Plate Load Test for SBC of 30T/sq.m) Note : The report should be in quintuplicate.
PAS Engineers
Bhoomi Geotech Services
Geo Designs n Research Pvt Ltd
M/S. BECQUEREL INDUSTRIES PVT. LTD.
MEENAKSHI GEOTECH
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