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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-AOC | L1 | Accepted-AOC Lowest Value | |
| 2 | Rejected-Technical 2 3 AMIT VIJAY APT CHSL KASTURBA CROSS ROAD NEAR BHANU PARK KANDIVALI WEST MUMBAI 400 067 | MUMBAI | MUMBAI | MAHARASHTRA | 400067 | - | Rejected-Technical L2 |
Tender Value
Refer Docs
Closing Date
23 Aug 2021, 10:00 amClosed
GE
GE (P) Bhandup
PROPOSAL FOR SOIL INVESTIGATION OF PROVISION OF DEFICIENT STORE HOUSES, REPAIR WORKSHOPS, TECHNICAL ACCOMODATION AND ASSOCIATED FACILITIES AT MO (MB), GHATKOPAR
2021_MES_468202_1
3005/EQ/05/2021-22/E3
Limited
Job Works
Works
30 days
Ghatkopar
As per tender documents
2 documents required · 2 mandatory
₹0
Exempted
12 Oct 2021
14 Aug 2021
24 Aug 2021
14 Aug 2021
23 Aug 2021
14 Aug 2021
Amount
M&L for carrying soil investigation on site as shown and submitting the test reports as directed below :- (a) Bore hole should be 100mm dia by rotary drilling for soil investigation in any type of soil/rock/concrete floors and sub bases refusal including boulders, weathered rock upto a depth of 15m as directed by Engr-in Charge along with SPT at every 1.50 m and carrying out SPT and other tests required for designing the foundation of ground structure of 20.0 m high. (b) 02 Nos. of borehole to be drilled at the center & corner of the main building respectively. (c) Test report should include all the tests as required for designing the foundation such as SPT values, borelogs, soil classification and also should cover the general recommendations for the proposed type of foundation, safe bearing capacity,likely total settlement etc. The report shall be submitted in quintuplicate duly binded in a presently manner. The unit rate quoted shall be deemed to include the cost of submission of such reports and samples of soil. (d) No water will be supplied by the department. (e) The report should contain following tests, as applicable to the soil on ground:- (i) Borehole chart (ii) Profile of all type boreholes (iii) Bearing capacity calculation indicating SBC of soil with the type of foundation and depth (iv) Consolidated test on undisturbed samples (v) Chemical analysis of ground water (vi) Unconsolidated triaxial shear test (vii) Crushing strength of hard rock samples recovered (viii) SBC of ground with type of foundation (ix) Existing water table (if met) (x) Photographic record during the progress of work (f) The detailed report will be duly vetted by NIT/IIT/any govt institute and the certificate that survey report is correct as regards the interpretation of results of such data collected will be submitted by firm at his own cost vetted by such institutute as mentioned.
do all as above But with 6m depth at center of pump house for designing the foundation of ground structure of 5.0 m high with all other details as same as in Item No. 01
B J MEHTA ARCHITECTURAL AND STRUCTURAL CONSULTANTS PVT.LTD.
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tech_eval.pdf
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aoc.pdf
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