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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAccepted-AOC 124 A NSC BOSE ROAD KOLKATA 700 092 | KOLKATA | KOLKATA | WEST BENGAL | 700092 | ₹16.1 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹17.4 L+₹1.3 L (8.00%)Rejected-AOC A 100 MR SANJAY GUPTA MR RAVI SUNDARAM MR SORABH GUPTA SECTOR 63 NOIDA GAUTAM BUDDHA NAGAR UTTAR PRADESH 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | ₹17.4 L+₹1.3 L (8.00%) | L2 | Rejected-AOC Other than L1 |
| 3 | Rejected-Technical HEAD OFFICE PLOT NO A 9 IDCO INDUSTRIAL ESTATE NEAR SAI INTERNATIONAL SCHOOL PATIA BHUBANESWAR 751024 ODISHA PATIA | KHORDHA | ODISHA | 751024 | - | - | Rejected-Technical Techno-Commercially Disqualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Techno-Commercially Disqualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Techno-Commercially Disqualified |
Tender Value
Refer Docs
EMD Value
₹28,500
Closing Date
21 Oct 2021, 4:00 pmClosed
CGM(Mech), Project
OMC house, Bhubaneswar
Geotechnical investigation works for Chromite Tailing Beneficiation Plant at South Kaliapani in the District of Jajpur, Odisha.
2021_OMC_71506_1
NIT No 08 /e-PROC/OMC/Proj/21
Open Tender
Miscellaneous Works
Item Rate
50 days
OMC
As per bid document
3 documents required · 3 mandatory
₹2,360
Yes
₹28,500
Yes
29 Jan 2022
1 Oct 2021
22 Oct 2021
1 Oct 2021
21 Oct 2021
2 Oct 2021
1 Oct 2021 - 7 Oct 2021
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, maintaining 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, maintaining of drilling observations, all as per specification
Performing Electrical Resistivity test & recording of results, all as per specification.
LABORATORY WORK (Geotechnical Investigation) (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. A. Sieve Analysis for coarser fraction
Determination of grain size distribution of soil. B. Hydrometer fraction. Analysis for finer
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. a. Unconsolidated Undrained test
Conducting Triaxial Compression test on soil. b. 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. a. By constant head method
Determination of Permeability of soil. b. 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. a. In Saturated state
Determination of Point Load Strength Index of rock. b. In Dry state.
Determination of Unconfined Compressive strength of rock. a. In Saturated state
Determination of Unconfined Compressive strength of rock b. 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 affixed in each copy of final report as per specification
Cengrs Geotechnica Private Limited
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