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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.8 LAccepted-AOC PLOT NO M 22 23 CHANDAKA INDUSTRIAL ESTATE PATIA VISIONTEK BUILDING POSTMASTER POST OFFICE K I I T SUB OFFICE KHORDA ORISSA OR INDIA IN PIN CODE 751024 PATIA BHUBANESWAR DIST KHURDA ODISHA | KHORDHA | ODISHA | 751024 | ₹9.8 L | 1 | Accepted-AOC L1 |
| 2 | 2₹12.9 L+₹3.1 L (31.9%)Rejected-Finance PP 18 PANDAV NAGAR KHURDA KHORDHA ODISHA 751018 | KHORDHA | ODISHA | 751018 | ₹12.9 L+₹3.1 L (31.9%) | 2 | Rejected-Finance NOT BEING L1 |
| 3 | 3₹12.9 L+₹3.1 L (32.0%)Rejected-Finance HEAD OFFICE PLOT NO A 9 IDCO INDUSTRIAL ESTATE NEAR SAI INTERNATIONAL SCHOOL PATIA BHUBANESWAR 751024 ODISHA PATIA | KHORDHA | ODISHA | 751024 | ₹12.9 L+₹3.1 L (32.0%) | 3 | Rejected-Finance NOT BEING L1 |
| 4 | 4₹13.8 L+₹4.0 L (41.1%)Rejected-Finance | ₹13.8 L+₹4.0 L (41.1%) | 4 | Rejected-Finance NOT BEING L1 |
Tender Value
Refer Docs
Closing Date
29 Jul 2022, 5:00 pmClosed
CGM(C), OMC Ltd., Bhubaneswar
Office of the CGM(C), OMC Ltd., Bhubaneswar
Selection of Consultant for Geotechnical Investigation for proposed site for Construction of Executive and Non Executive Hostels at Khandbandh Mines and Dubna-Sekradihi Mines of Barbil Region in the district of Keonjhar.
2022_OMC_79788_1
RfP. 21/OMC/CIVIL/2022
Open Tender
Miscellaneous Services
Item Rate
30 days
KHANDABANDHA MINES
EPF Regd., GSTN, PAN, Registration, Affidavits, experience, etc. as per RfP andempaneled Consultant of OMC under survey and investigation of different category of projects of OMC.
2 documents required · 2 mandatory
₹4,720
Exempted
23 Apr 2025
15 Jul 2022
30 Jul 2022
15 Jul 2022
29 Jul 2022
15 Jul 2022
Amount
Geotechnical Investigation Field Work :
Setting up site organisation including complete mobilisation of personnel, equipment & accessories as per specification, Locating boreholes & other test points, Taking their R.L.s. and Making complete arrangement for Field Work at site including shifting from one point to other.
Boring of not less than 150 mm dia. Borehole upto maximum 30 m depth from the Existing Ground Level, by power operated, winch driven, Shell / Bailer, through all types of Soil & Fill, including Chiselling through local obstructions / boulders, if required, Prevention of collapse of borehole walls, wherever necessary, maintaning of detailed boring record, all as per specification.
Collection (including preservation & transportation to laboratory) of Undisturbed tube samples of soil from boreholes as per specification.
Collection (including preservation & transportation to laboratory) of Disturbed soil samples from borehole as per specification.
Performing Standard Penetration Test in original soil & highly weathered rock layer (including preservation and transportation of sample collected from split spoon sampler) as per specification.
Collection (including preservation & transportation to laboratory) of Water samples from borehole as per specification.
Recording of stable ground water table for each borehole as per specification.
'NX' size Core Drilling through all types of rock (underlying the original soil layer) by Hydraulic fed rotary drilling equipment using Diamond bit & Double tube core barrel, upto maximum 30 m from EGL, including collection & preservation of rock sample, recording of Recovery & RQD, mainatining of drilling observations, all as per specification.
Performing Electrical Resistivity test & recording of results, all as per specification.
Laboratory Work (all the tests to be carried out as per specification only)
Determination of Natural Moisture Content of soil.
Determination of Liquid Limit of soil.
Determination of Plastic Limit of soil.
Determination of Shrinkage Limit of soil.
Determination of grain size distribution of soil.Sieve Analysis for coarser fraction
Determination of grain size distribution of soil.Hydrometer Analysis for finer fraction.
Determination of Specific Gravity of soil.
Determination of Bulk Density & Dry Density of soil.
Conducting Unconfined Compression Test on soil.
Conducting Triaxial Compression test on soil.Unconsolidated Undrained test
Conducting Triaxial Compression test on soil.Consolidated Undrained test
Direct Shear test on soil.
Conducting consolidation test on soil.
Determination of Free Swell of soil.
Conducting Swelling Pressure test on soil.
Conducting Standard Proctor compaction test on soil.
Conducting Lab. C.B.R. test on soil.
Determination of Permeability of soil.By constant head method
Determination of Permeability of soil.By falling head method
Determination of Organic content of soil.
Determination of pH value of soil.
Determination of Sulphate content of soil.
Determination of Chloride content of soil.
Determination of Specific Gravity of rock.
Determination of Bulk Density of rock.
Determination of Porosity & Water absorption of rock.
Determination of Point Load Strength Index of rock.In Saturated state
Determination of Point Load Strength Index of rock.In Dry state.
Determination of Unconfined Compressive strength of rock.In Saturated state
Determination of Unconfined Compressive strength of rock.In Dry state
Determination of Slake Durability of rock.
Determination of pH value of sub-surface water
Determination of Sulphate content of sub-surface water.
Determination of Chloride content of sub-surface water.
Report
Preparation & submission of Draft & Final Report as per specification.
Photograph :
Coloured photographs of size not less than 6"x 4" size, properly afixed in each copy of final report as per specification.
creative studio
IDAX CONSULTING AND RESEARCH PRIVATE LIMITED
Subudhi Technoengineers Pvt Ltd
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