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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90,000Accepted-AOC | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹1.0 L+₹13,808 (15.3%)Rejected-Finance | L2 | Rejected-Finance NOT BEING LOWEST | |
| 3 | L3₹1.5 L+₹60,000 (66.7%)Rejected-Finance 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | L3 | Rejected-Finance NOT BEING LOWEST |
Tender Value
₹1.3 L
EMD Value
₹3,000
Closing Date
13 May 2023, 6:00 pmClosed
GE I R AND D GIRINAGAR PUNE 411025
GE I R AND D GIRINAGAR PUNE 411025
SOIL INVESTIGATION FOR THE WORK PROVISION OF 04 NOS ADDITIONAL WATCH TOWER WITH REST ROOM INSIDE TECHNICAL AREA AT R AND DE E DIGHI PUNE
2023_MES_591647_1
GE I R AND D GIRINAGAR 01 OF 2023 2024
Open Tender
Civil Works
Works
30 days
GE I R AND D GIRINAGAR PUNE 411025
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
Yes
GE I R AND D GIRINAGAR PUNE 411025
₹3,000
Yes
27 Dec 2023
28 Apr 2023
15 May 2023
28 Apr 2023
13 May 2023
1 May 2023
28 Apr 2023 - 30 Apr 2023
Amount
Drilling bore holes of size 100 mm dia for a depth of 10m, soil investigation shall be carried out as per 1892-1975. Soil sample shall be collected for every change of strate. Soil investigattion shall be conducted for following mentioned tests and detailed report shall be submitted in 04 copies. note:- It inly test for sample extracted to be carried out it not mention as under (if necessary) shall be conducted without any extra cost. Conduction of Standard Penetration Test (SPT) as per IS 2131-1988.Testing shall be made at every change in strata or at the intervals of n exc 1.5m. Collection of disturbed & undisturbed samples at an intervals of n exc 1.5m
(i) Particle size analysis and soil classification (ii) Atterberg's limits (iii) Water content (iv) Specific gravity (v) Bulk density and dry density (vi) Dirty shear (in case of sandy soils) (vii) Unconfined un- drained test ( in case of clayey soils) (viii) C and phi values (ix) Different free swell test ( in case of expensive soils) (x) Chemical analysis of soils and ground water for harmful salt and organic matter
Making trial pit of size 1.2 x 1.2 m for follection of sample for conducting SBC Test in soaked and unsoaked condition of DS sample at 1/1.5m depth and resort includes the determination of proctor density test, Soil graduation, Alterberg limits (LL & PL )
Transportation charges (up and down for equipment), including mobilization & demobilization of equipments
Submission of soil investigation report complete covering the following in quadruplicate (i) Bore log chart showing depth of strata and ground water table (ii) Probable maximum and differential statement (iii) Calculations of safe bearing capacity from both shear and settlement criteria. (iv) Recommendation for suitable type of foundation.
PAS Engineers
M/S. BECQUEREL INDUSTRIES PVT. LTD.
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