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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 LAccepted-Finance B 415 GANGA OSIAN SQUARE SURVEY NO 249 250 MANKAR CHOWK WAKAD WAKAD PUNE MAHARASHTRA 411057 | PUNE | MAHARASHTRA | 411057 | 1 | Accepted-Finance L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical documents found correct | |
| 3 | Rejected-Technical | - | Rejected-Technical documents found correct | |
| 4 | Rejected-Technical BIMAL SINHA SARANI HAKIMPARA SILIGURI SILIGURI HAKIMPARA DARJEELING WEST BENGAL 734001 | JALPAIGURI | WEST BENGAL | 734001 | - | Rejected-Technical documents found correct | |
| 5 | Rejected-Technical | - | Rejected-Technical documents found correct |
Tender Value
₹1.5 L
Closing Date
13 Jun 2020, 6:00 pmClosed
Maj Komal Parihar
GE (I) Navy Lonavla
Soil Investigation
2020_MES_346490_1
3016/3/E3
Open Tender
Miscellaneous Services
Works
30 days
GE (I) Navy Lonavla
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
15 Jun 2020
22 May 2020
15 Jun 2020
22 May 2020
13 Jun 2020
25 May 2020
23 May 2020 - 24 May 2020
Carrying out soil investigation by subsurface boring up to a depth of 15 M from GL and conducting all relevant lab tests of soil samples in accordance with relevant lab tests of soil samples in accordance with relevant IS 2720 codes and detils are as under : - (a) Natural Moisture Content (b) Particle Size distribution of soil (Sieve Analysis) (c) Atterberg's Limits (LL,Pl & PI) (d) Classification of soil (e) Direct Shear Test (f) Consolidation Test (g) Unconfined Compressive strength of rock (h) Unit Weight /Density of rock 2) Compilation of all field and laboratory tests and submission of detailed soil investigation report
1) Carrying out soil investigation by subsurface boring up to a depth of 10 M from GL and conducting all relevant lab tests of soil samples in accordance with relevant lab tests of soil samples in accordance with relevant IS 2720 codes and detils are as under :- (a) Natural Moisture Content (b)Particle Size distribution of soil (Sieve Analysis) (c) Atterberg's Limits (LL,Pl & PI) (d) Classification of soil (e) Direct Shear Test (f)Consolidation Test (g) Unconfined Compressive strength of rock (h)Unit Weight /Density of rock 2) Compilation of all field and laboratory tests and submission of detailed soil investigation report
Taking out trial pit of size 1.2X1.2 mtr maximum depth upto 2.0 mtr
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tech_eval.pdf
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