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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹77,644Accepted-Finance | ₹77,644 | L1 | Accepted-Finance Lowest |
| 2 | L2₹81,000+₹3,356 (4.32%)Rejected-Finance LGF 06 OMAXE AVENUE OMAXE CITY BIJNOR ROAD LUCKNOW LUCKNOW UTTAR PRADESH 226025 UDYAM UP 50 0012526 | LUCKNOW | UTTAR PRADESH | 226025 | ₹81,000+₹3,356 (4.32%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹98,600+₹20,956 (27.0%)Rejected-Finance | ₹98,600+₹20,956 (27.0%) | L3 | Rejected-Finance Other than lowest |
Tender Value
Refer Docs
Closing Date
11 Mar 2024, 10:00 amClosed
GE (West) Lucknow
GE (West) Lucknow 11, SP Marg Cantt Lucknow Pin 226002
Soil Testing against job No LSA/DWP/03/AMWP/ 2023-24 Addn/ altn to perimeter wall alojngwith 04 x elevated post at tx stn Telibagh under GE (West) Lucknow (AMWP 2023-24 List IV/SPMT ser 31)
2024_MES_643977_1
3057/19/E3
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Job Works
Works
60 days
GE (West) Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
16 Mar 2024
24 Feb 2024
13 Mar 2024
24 Feb 2024
11 Mar 2024
24 Feb 2024
Soil Testing against job no LSA/DWP/03/AMWP/2023-24 : Addn/ altn to perimeter wall alojngwith 04 x Elevated post at Tx Stn Telibagh under GE (West) Lucknow (AMWP 2023-24 List Iv/ Spmt Ser 31)
(a) Carrying out SPT upto 6.00 mtr depth, taking soil samples at every 1 metr interval at site, analyzing soil by carrying out the required tests in lab, evaluation of safe bearing capacity of the soil base on shear failure and settlement failure criteria and allowable bearing capacity at 1.2M, 1.5M & 1.8M depth with suggestion for economical width and type of foundation to be adopted all as per IS 2131-1981, IS-2132-1981, IS 1892-1979 IS 1904-1986 and IS 8009 (Part 1 & 2) including test and submitting the investigation Report in Quadruplicate alongwith a soft copy complete. Test report shall be comprising of all field data taken, all result & reading of various test conducted in Lab to ascertain various factor of bearing capacity calculation . Detailed calculation of bearing capacity and calculate supporting recommendation of bearing capacity shall also be attached in appdx. RCC boundary wall with 2.1 Mtr height - 01 Job (j) Ditto as per item No 1 above 10.00 Mtr Depth– 01 Job
ALTRUIST GEOTECHNICAL SERVICES PRIVATE LIMITED
National Soil Testing and Research Laboratories
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