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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance A 8 MOHAN COOPERATIVE INDUSTRIAL ESTATE MATHURA ROAD NEW DELHI 110044 | NEW DELHI | SOUTH EAST DELHI | DELHI | 110044 | Admitted-Finance |
| 2 | Admitted-Finance 1ST FLOOR MALVIYA NAGAR CEG MALVIYA INDUSTRIAL AREA B 11 G VILLAGE TOWN JAIPUR CITY JAIPUR JAIPUR RAJASTHAN 302017 INDIA | JAIPUR | RAJASTHAN | 302017 | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical 23609 A INDERJEET SINGH BATH MANSA ROAD NEAR I T I CHOWK BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
19 Apr 2022, 3:00 pmClosed
Principle investigator Of The Project CUHP
Principal Investigator of the Project CUHP Dharamshala
REQUEST FOR PROPOSAL FOR TENDER FOR GEOTECHNICAL and GEOPHYSICAL INVESTIGATION UNDER MOES PROJECT AT CHANDIGARH, PANCHKULA AND MOHALI.
2022_CUHP_678155_1
REF No. CPO/3-1/AKM/2021/
Open Tender
Drilling Works
Item Rate
240 days
Chandigarh Panchkula and Mohali
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Finance Officer
₹80,000
28 Jul 2022
10 Mar 2022
20 Apr 2022
10 Mar 2022
19 Apr 2022
10 Mar 2022
10 Mar 2022 - 22 Mar 2022
Amount
Mobilization of machinery for drilling and in situ geotechnical investigations
Making 150 mm nominal diameter bore holes at various locations of three cities using suitable approved method of boring with hydraulic boring equipment, cleaning, providing casing pipe as required or as directed, Performing Standard Penetration Tests at regular intervals defined in specification and at change of strata; collection of water samples and disturbed & undisturbed soil samples, observations such as ground water, etc. Transportation of all the collected samples to the laboratory and back filling of bore holes on completion of the same, complete as per specification and instructions of the Engineer-in-charge, for depths below Natural Ground Level.05 boreholes in each city i.e. Total 15 boreholes of 30m depth each.
Conducting field permeability test ( at three bore holes in each city)
Conducting Pressure meter Test
MSOR in all Bore holes sites to derive Shear wave velocity profile for 25 m length
Down Hole test (two sites in each city)
Resonance Coloumn Test (two sites in each city)
Cyclic Triaxial Test (Two sites in each city)
Index Property test of soil
Conducting Atterberg's limit (Liquid Limit & Plastic Limit)- four samples per site
Conducting Natural water content on soil samples four samples per bore hole at different depth level
Conducting Bulk and dry density tests on soil samples, four samples per bore hole at different depth level
Conducting Specific gravity and void ratio tests on soil samples, four samples per bore hole at different depth level
Grain size analysis on soil samples four sample per boel at different depth level
Conducting Sieve analysis for grain size distribution on samples
Conducting Hydrometer Analysis for grain size distribution on samples, two samples per site
TRIAXIAL SHEAR TESTS on soil samples: Conducting triaxial Unconsolidated Undrained (UU) test on soil samples
Conducting Unconfined Compression Tests on soil samples
Conducting Consolidation tests on soil samples
Laboratory CBR Tests on soil samples:
Conducting Laboratory Unsoaked CBR Tests on soil samples
Conducting Laboratory Soaked CBR Tests on soil samples
Conducting Chemical tests on SOIL SAMPLES
Shrinkage Factor
Relative Density Index
Liquefaction Potential Analysis
Report Preparation
Cengrs Geotechnia Pvt Ltd
Geo Designs and Research Pvt Ltd
CEG Test House And Research Centre Pvt. Ltd.
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