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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC LGF 06 OMAXE AVENUE OMAXE CITY BIJNOR ROAD LUCKNOW LUCKNOW UTTAR PRADESH 226025 UDYAM UP 50 0012526 | LUCKNOW | UTTAR PRADESH | 226025 | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹5.3 L+₹1.6 L (42.8%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | Rejected-Technical | - | Rejected-Technical Docu and policy creteria not fullfilled |
Tender Value
Refer Docs
Closing Date
14 Sept 2020, 10:00 amClosed
GE (P) Lucknow
GE (P) Lucknow 229, MG Road Lucknow - 226002
Soil Investigation
2020_MES_365901_2
3001/Q/E/02/E3
Open Tender
Job Works
Works
GE (P) Lucknow
Please refer tender documents
3 documents required · 3 mandatory
₹0
Exempted
26 Sept 2020
26 Aug 2020
15 Sept 2020
26 Aug 2020
14 Sept 2020
26 Aug 2020
PROVN OF OTM ACCN INCL VEH DISPERSAL AREA (50X110m) FOR 44 COY ASC (SUP) TYPE 'E' AT LUCKNOW (Soil Investigation required as mentioned) 1. Carrying out bore holes 6 mtr depth, taking soil samples at every 1 mtr interval at site, analyzing soil by carrying out the required test in lab, evaluation of safe bearing capacity of the soil based on failure and settlement failure criteria and allowable bering capacity at 1.2M, 1.5M & 1.8 M depth with suggestion for economical width and type of foundation to be adopted all as per IS 2131-1981, IS 2132-1981, IS 1904-1986 and IS 8009 (Part 1 & 2) including filling up to bore holes with lean concrete 1:8:16 using 40mm stone aggregate with proper compaction after taking out the test samples & carring out the bore holes test and submitting the investigation report in quardruplicate alongwith a soft copy complete all as specified and directed by Engr-in-Charge. (43 Nos of bore holes X 06 Mtr Depth = 258.00 RM Total Depth ) (02 Nos of bore holes X 10 Mtr Depth = 20.00 RM Total Depth) 2. -Ditto- all as per item No. 1 above but depth upto 3.00 mtrs for CBR value of Hard standing pron and paved assembly area, road, Basket ball court, and compound wall complete all as specified and directed by Engr-in-Charge. (11 Nos of bore holes X 03 Mtr Depth = 33.00 RM Total Depth) (Complete one job)
GO AHEAD SANCTION FOR PREPARATION OF DPR FOR PROVN OF TECH ACCN & ALLIED INFRA INCL CERTAIN ENABLING WKS FOR COMMAND HOSPITAL AT LUCKNOW (Soil Investigation required as mentioned) 1. Carrying out bore holes upto specified depth, taking soil samples at every 1 mtr interval at site, analyzing soil by carrying out the required test in lab, evaluation of safe bearing capacity of the soil based on failure and settlement failure criteria and allowable bering capacity at 1.2M, 1.5M, 2.0 M, & 2.5m depth with suggestion for economical width and type of foundation to be adopted all as per IS 2131-1981, IS 2132-1986, IS 1904-1986 and IS 8009 (Part 1 & 2) including filling up to bore holes with lean concrete 1:8:16 using 40mm stone aggregate with proper compaction after taking out the test samples & carring out the bore holes test and submitting the investigation report including site plan showing the location of bore holes and GL in quardruplicate alongwith a soft copy complete all as specified and directed by Engr-in-Charge. (17 Nos of bore holes X 06 Mtr Depth = 102.00 RM Total Depth ) (05 Nos of bore holes X 21 Mtr Depth = 105.00 RM Total Depth) 2. -Ditto- all as per item No. 1 above but depth upto 3.00 mtrs for CBR value of new road complete all as specified and directed by Engr-in-Charge. (02 Nos of bore holes X 03 Mtr Depth = 06.00 RM Total Depth) (Complete one job)
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