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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Techno Commercially qualified |
| 2 | Accepted-Technical | Accepted-Technical Techno Commercially qualified |
| 3 | Accepted-Technical | Accepted-Technical Techno Commercially qualified |
| 4 | Accepted-Technical | Accepted-Technical Techno Commercially qualified |
| 5 | Accepted-Technical | Accepted-Technical Techno Commercially qualified |
Tender Value
Refer Docs
EMD Value
₹6.0 L
Closing Date
17 Jun 2026, 2:00 pmClosed
M Girish Kumar
Lyons Engineering Pvt. Ltd, 198/2/1, Ramesh Market, East of Kailash, New Delhi - 110065
TENDER DOCUMENT FOR CONSTRUCTION OF CNG STATIONS (MOTHER/ONLINE/BUS DEPOT/DAUGHTER BOOSTER), AT KOLKATA GA
2025_BGCL_253718_1
052-LEPL-BGCL-03
Open Tender
Civil Works
Works
730 days
Kolkata GA
As per tender documents
5 documents required · 5 mandatory
₹0
₹6.0 L
Through Video Conference
20 Aug 2026
21 May 2026
18 Jun 2026
21 May 2026
17 Jun 2026
2 Jun 2026
1 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil works | - | - | - | - |
| 2 | TOPOGRAPHICAL SURVEY | - | - | - | - |
| 3 | To carry out detailed Topographic Survey covering specified plots/area of CNG/LCNG Station/RO , any other locations from approved agency and as directed by Engineer in Charge using survey instruments and giving complete details in the form of drawings (in the scale of 1:100) and reports in 4 copies on white paper sheets and CAD output on CD/DVD all complete as per specifications, drawings and direction of the Engineer-in-Charge. | 20,000 | Sq. metre | 15 | ₹3,00,000 |
| 4 | GEOTECHNICAL INVESTIGATION | - | - | - | - |
| 5 | Carrying out Drillling holes of 150mm dia. in all type of soil by shell and auger method upto a max. depth required or refusal strata (REFUSAL means when N> 100 for 30 cms of penetration) including recording of water table (if met with within the depth drilled) after completion of boring and conducting the required laboratory tests ( See Note ) from NABL or equivalent accredated labarotary as per ISO/IEC 17025 and as directed by Engineer in Charge including providing all manpower, tools, tackles, materials, survey equipments, drilling rigs, soil testing equipment, other equipments, other support facilities necessary for the survey and associated work and submitting Final Geotechnical Report (along with the soft copy) incorporating all field and laboratory data and recommending the type of foundation and the safe bearing pressure and/or Load bearing capacity of Pile (See Note) for the proposed sites, Drawings, Data etc. (One Lot) in an approved format drawings, approved QAP, implementation schedule and other provisions of the Tender Document and instructions of the Engineer-in-charge. | - | - | - | - |
| 6 | 0-25m or Refusal | 40 | NOS | 40,000 | ₹16,00,000 |
| 8 | 1. Required Laboratory Test such as natural moisture content, liquid limit, plastic limit, shrinkage limit, dry and bulk density, specific gravity, particle size distribution by sieve and hydrometer analysis, triaxial compression test (undrained), permeability test, chemical test on soil samples and water samples, differential free swell test and direct shear test all as per Technical Specifications and direction of Engineer-in-Charge. | - | - | - | - |
| 9 | 2. Safe bearing pressure at 1.5m , 2.0m and 2.5m below ground or at other depths for open and raft foooting. | - | - | - | - |
| 10 | 3. Geotechnical design for pile up to 500mm dia, 30T Capacity end bearing/ skin friction type shall be recommended if required. | - | - | - | - |
| 11 | 4. Existence of black cotton soil with swelling property and swelling index shall be reported with remedial measures. | - | - | - | - |
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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Commercial1.pdf
Tender Documents • 8.82 MB
Technical.pdf
Tender Documents • 17.42 MB
BOQ_324950.xls
BOQ • 0.64 MB
Corrigendum3.pdf
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Corrigendumm2.pdf
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RTBQ.pdf
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CORRI1CNG.pdf
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