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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-Finance | ₹2.2 L | L1 | Accepted-Finance Lowest amt |
| 2 | L2₹2.3 L+₹7,463.50 (3.33%)Rejected-Finance | ₹2.3 L+₹7,463.50 (3.33%) | L2 | Rejected-Finance High amt |
| 3 | L3₹2.4 L+₹10,879.60 (4.85%)Rejected-Finance | ₹2.4 L+₹10,879.60 (4.85%) | L3 | Rejected-Finance High amt |
| 4 | L4₹2.4 L+₹13,688 (6.11%)Rejected-Finance | ₹2.4 L+₹13,688 (6.11%) | L4 | Rejected-Finance High amt |
| 5 | L5₹2.4 L+₹16,378.40 (7.31%)Rejected-Finance | ₹2.4 L+₹16,378.40 (7.31%) | L5 | Rejected-Finance High amt |
Tender Value
₹2.3 L
Closing Date
23 Jul 2022, 6:00 pmClosed
Kashi Prasad
No 1, General Bhagat Marg, Pune - 40
Survey and soil investigation for construction of deficient other than married accommodation for infantry Bn at 10 Sikh under GE (South) Pune.
2022_MES_538664_1
3001/Eqtn/14/E3
Limited
Job Works
Works
30 days
GE (South) Pune
Please refer Tender documents.
1 document required · 1 mandatory
₹0
Exempted
28 Jul 2022
16 Jul 2022
25 Jul 2022
17 Jul 2022
23 Jul 2022
17 Jul 2022
Mobilisation of Drilling accessories and man power at site and demobilisation the same after completion of the entire work and carrying out soil investigation by drilling bore holes (100 mm dia in any type of soil and 75 mm dia (NX size) in rock upto 06 Mtr depth respectively, collecting disturbed soil sample/rock cores for different location for carrying out relevant laboratory test, all as directed by Engineer-in-charge inclusive of under mentioned tests :- (a) Conducting density test of soil (Lab Tests). (b) Collecting undisturbed soil samples. (c) Water absorption test (Lab test). (d) Soaked crushing strength test on rock. (e) Atterberg’s limit on soil. (f) Conducting standard penetration test (SPT) (g) Specific gravity. (h) Chemical analysis of Soil/ater. (j) Porositv of rock.
Mobilisation of Drilling accessories and man power at site and demobilisation the same after completion of the entire work and carrying out soil investigation by drilling bore holes (100 mm dia in any type of soil and 75 mm dia (NX size) in rock upto 10 Mtr depth respectively, collecting disturbed soil sample/rock cores for different location for carrying out relevant laboratory test, all as directed by Engineer-in-charge inclusive of under mentioned tests :- (a) Conducting density test of soil (Lab Tests). (b) Collecting undisturbed soil samples. (c) Water absorption test (Lab test). (d) Soaked crushing strength test on rock. (e) Atterberg’s limit on soil. (f) Conducting standard penetration test (SPT) (g) Specific gravity. (h) Chemical analysis of Soil/water. (j) Porositv of rock. Note:- Compilation of field and lab test results submission of soil investigation with the following details:- (a) Photographic record of geo-exploration as well as testing shall also from part of the report. (b) Recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturate loose/uncompacted sand soils. (c) Swelling index and swelling pressure in respect of black cotton soil and its depth/layer. (d) Depth of ground water table (GWT) in peak mansoon (lowest) and peak summer (highest) after correlation of result with seasonal variation of water table in the station. (e) Recommendation for filling under floors.
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