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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48,498Accepted-Finance | L1 | Accepted-Finance BEING TO L1 | |
| 2 | L2₹48,500+₹2 (<0.01%)Rejected-Finance | L2 | Rejected-Finance BEING NOT TO L1 | |
| 3 | L3₹50,000+₹1,502 (3.10%)Rejected-Finance | L3 | Rejected-Finance BEING NOT TO L1 | |
| 4 | L3₹50,000+₹1,502 (3.10%)Rejected-Finance | L3 | Rejected-Finance BEING NOT TO L1 | |
| 5 | L4₹54,500+₹6,002 (12.4%)Rejected-Finance | L4 | Rejected-Finance BEING NOT TO L1 |
Tender Value
₹50,000
Closing Date
27 Nov 2021, 6:00 pmClosed
GE AF Ojhar
GE AF Ojhar
SOIL INVESTIGATION FOR ADDN ALTN FOR IMPROVEMENT TO CLO COMPLEX AT 25 ED AF STATION DEVLALI
2021_MES_488231_1
3016-A/17/E3
Open Tender
Job Works
Works
45 days
Devlali
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
24 Dec 2021
13 Nov 2021
29 Nov 2021
15 Nov 2021
27 Nov 2021
16 Nov 2021
Amount
1 (i) Soil investigation by STP/other filed tests including boring 100mm dia bore hole in soil overburden and also 75mm dia bore in soft/hard rock upto 6m depth from ground level. Total 01 boreholes x 6 mtr depth (No of Bore-01)
(a) Mobilisation of drilling equipment and man power at site and demobilisation the same after completion of yhe entire work.
(b) Drilling the 100mm dia bore hole in oil overburden and also 75mm dia bore in soft/hard rock upto 6mm fepth from ground level
(c) Collecting undistrubed soil samples as well as rock sample, conducting stpa, filed and lab test all as per depyh.
(d) Proposal for the type of suitable foundation for the proprsed building including SBC at every 0.5m depth.
(e) Proposal for soil stabilization under in case of BC soil.
(f) For lab test as per IS:-
(i) Conducting Density test of soil/rock
(ii) Conducting Water absorption % test
(iii) Conducting Soaked crudhing strength
(iv) Chemical analysis of ground water samples (min 02 samples)
(g) Completion of all field/lab test and submission of soil investigation report in 5 copies
2 (a) Excavation of trial Pit of size 1.2x 1.2x Depth of foundation for carrying our soil classification as per IS code, specify the location of water table, detemine the influence of ground water seepage on structure if available determine whether fill material is present at the site or not and specify its depth it exists,etc. (No of Pit-01)
(b) Completion of all field/lab test and submission of soil investigation report in 5 copies
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