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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42,800Accepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹44,000+₹1,200 (2.80%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹65,000+₹22,200 (51.9%)Rejected-Finance 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | L3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | - | Rejected-Technical enlistment period already expired under HQ CE Jalandhar Cantt and HQ CE Chandigarh Zone | |
| 5 | Rejected-Technical | - | Rejected-Technical Firm is not enlisted in MES |
Tender Value
Refer Docs
Closing Date
2 Dec 2024, 9:00 amClosed
MAJ ASHUTOSH KUMAR
GARRISON ENGINEER (EAST) JRC
UPGRADATION OF INFRASTRUCTURE ALONGWITH CONNECTED WKS IN STORE YARD AT GE (ENGINEER PARK) JALANDHAR CANTT (SOIL INVESTIGATION)
2024_MES_684417_3
3061/A/12/E3
Open Tender
Job Works
Works
Jalandhar Cantt
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
27 Dec 2024
19 Nov 2024
3 Dec 2024
19 Nov 2024
2 Dec 2024
19 Nov 2024
Job Work
Soil investigation through NABL accredited lab as per Indian codes as per details below: (Note 3 Nos of Bore holes) (i) Mobilazation on mechanical drilling equipment and shifting of entire arrangments as required/ directed by GE. (ii) Boring 100m dia bore holes upto depth 6m in any type of soil. (iii) Collection of in distribute soil sample 1.5m internal or at change of strata in 100mm bore thin walled tube including waxing sealing, patching and transporting of the job. (iv) Carrying out standard penetrtion test (SPT) including collection of disturbed soil samples in bore holes 1.2mtr, 1.5mtr, 3.00mtr, 4.50 mtr and 6.00mtr depth or any changes of strata and submit the report with all requisite data. (v) Concluding necessary test as per relevant IS codes/ SP 36 on all collected samples with including the determination of following:- (a) Atterberg's limits. (b) Natural moisture content. (c) Wet and dry density. (d) Soil particle size distribution. (e) Bore log data using sleeve/ hydrometer analysis. (f) Tri-axial shear test-C & Phi value determination. (g) Shrinkage limit. (h) Consolidation limit. (j) Specific gravity test. (k) Calculation of SBC. (l) Chemical analysis of soil to determine pH value, Sulphate and Chlorides content as per relevant IS code. (vi) Evaluation of Liquidifaction potential as per Annex 'F' to 1893. (Part-I) 2016. (vii) Recommendation of type of foundation viz shallow deep/ pile/raft/required and miniumu depth of foundation considering soil strata. (viii) Assessment/ recommendation of SBC for shallow foundation isolated combind for various size of footing upto 4mtr size at depth of 1.00mtr, 1.2mtr, 1.50mtr, 2.00mtr, 2.50mtr depth. (ix) Submission of report as per relevant IS Code including supported calculations in triplicate. (x) Transportation of equipment and machinery. Note. (i) MES enlisted bidders should participate in this bid with requisite category (k). (ii) Firm should be approved by HQ Chief Engineer Jalandhar Zone, HQ CE Western Command & E-in-C's branch.
Research and Engineer Enterprises (BID ID -3178033)
Rishi Markandeshwar Engineering Consultant (BID ID -3176931)
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