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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance 23609 A INDERJEET SINGH BATH MANSA ROAD NEAR I T I CHOWK BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | Admitted-Finance |
| 2 | Admitted-Finance 2ND FLOOR PLOT NO E 19 104 155 BLOCK E P NO 19 SECTOR 3 ROHINI NORTH WEST DELHI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | Admitted-Finance |
Tender Value
₹2.2 L
EMD Value
₹4,400
Closing Date
21 Mar 2023, 2:00 pmClosed
GE (AF) Bamrauli
GE (AF) Bamrauli
Provision of Soil Investigation in Technical Area for obtaining Soil Data at Air Force Station Bamaruli
2023_MES_584158_2
3019/Q/JOB/16/E3
Open Tender
Civil Works
Works
15 days
GE (AF) Bamrauli
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹4,400
23 Mar 2023
7 Mar 2023
22 Mar 2023
7 Mar 2023
21 Mar 2023
7 Mar 2023
Amount
Excavation /drilling of 150mm dia bore holes, supplement with penetration test (SPT) upto 03.00m depth or depth of refusal whichever occurs earliest. Collection of soil properties (sieve analysis, in situ density, moisture content, Atterberg limit ,specific gravity. Soil Classification, depth of water tabe,SBC, HFL, fees swell Index, organinc matter, permeability. Dry density and Lab CBR test at every meter. Analysis of test data and submission of detailed test report. (Submission of six copies of link sign test report with detailed description of field investigation and site plan duly earmarked with bore hole locations).
Excavation /drilling of 150mm dia bore holes, supplement with penetration test (SPT) upto 06.00m depth or depth of refusal whichever occurs earliest. Collection of soil properties (sieve analysis, in situ density, moisture content, Atterberg limit ,specific gravity. Soil Classification, depth of water tabe,SBC, HFL, fees swell Index, organinc matter, permeability. Dry density and Lab CBR test at every meter. Analysis of test data and submission of detailed test report. (Submission of six copies of link sign test report with detailed description of field investigation and site plan duly earmarked with bore hole locations).
Excavation /drilling of 150mm dia bore holes, supplement with penetration test (SPT) upto 10.00m depth or depth of refusal whichever occurs earliest. Collection of soil properties (sieve analysis, in situ density, moisture content, Atterberg limit ,specific gravity. Soil Classification, depth of water tabe,SBC, HFL, fees swell Index, organinc matter, permeability. Dry density and Lab CBR test at every meter. Analysis of test data and submission of detailed test report. (Submission of six copies of link sign test report with detailed description of field investigation and site plan duly earmarked with bore hole locations).
Rishi Markandeshwar Engineering Consultant
R.K.Enterprises
GEO MEDIA ENGINEERING and CONSULTANCY SERVICES PRIVATE LIMITED
MEENAKSHI GEOTECH
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