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| # | Company | Rank | Status |
|---|---|---|---|
| 1 | L1Accepted-Finance 49 2 BANGUR AVENUE BLOCK C KOLKATA 700055 | KOLKATA | KOLKATA | WEST BENGAL | 700055 | L1 | Accepted-Finance L1 |
| 2 | L2Accepted-Finance | L2 | Accepted-Finance L2 |
| 3 | L3Accepted-Finance | L3 | Accepted-Finance L3 |
| 4 | L4Accepted-Finance | L4 | Accepted-Finance L4 |
| 5 | L5Accepted-Finance 124 A NSC BOSE ROAD KOLKATA 700 092 | KOLKATA | KOLKATA | WEST BENGAL | 700092 | L5 | Accepted-Finance L5 |
Tender Value
Refer Docs
EMD Value
₹46,000
Closing Date
8 Jun 2020, 2:00 pmClosed
Chief Engineer,SPGD,WBSEDCL
Vidyut bhavan, Kolkata-700091
GEO Technical Investigation and Measurement of Earth resistivity at the proposed 200MW (125 MW in 1st Phase and 75mw in 2nd phase) Solar park project site located under block Ramnagar-II, District-Purba Medinipur, West Bengal
2020_WBSED_283714_1
WBSEDCL/SPGD/200 MW/Solar Park/2020-21/NIT-19
Open Tender
CIVIL WORKS
Lump-sum
30 days
Ramnagar-II, District-Purba Medinipur
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
WBSEDCL
₹46,000
Yes
Vidyut Bhavan
16 Jun 2020
30 May 2020
11 Jun 2020
30 May 2020
8 Jun 2020
2 Jun 2020
2 Jun 2020
Amount
Optimum/Natural moisture content, Liquid limit, Plastic limit, shrinkage limit, and liquidity/Plasticity Index, toughness index, activity no. degree of shrinkage i.e consistency as per Waterbury limits. (In tabular form)
Bulk, Dry and Buoyant density of soil, unit wt., Specific gravity, degree of saturation and relative density. (In tabular form)
Void Ratio (e-log P curve shall have to be submitted).
Grain size distribution(sieve analysis and hydrometer analysis) (Curve should be submitted)
Permeability test.
Chemical tests for both water and soil samples at different layers.
Sieve analysis
Hydrometer analysis for cohesive soil sample.
Differential free swell index test and swelling pressure thereof with calculation.
Unconfined compression test on undisturbed cohesive soil sample.
Tri-axial shear test in un-consolidated un-drained location on cohesive soil for determination of shear strength parameter and angle of internal friction.
Tri-axial shear test in consolidated drained condition on granular soil sample for determination of shear strength parameters and angle of internal friction.
Direct shear test on granular sample for determination of shear strength parameters.
The bearing capacity of the soil pile foundation at a depth of 1m, 2m, 3m below ground level as per IS- 6403-1981 with detail calculation have to be submitted i/c. the formula of each type of foundation Factor of safety shall be considered as 2.5 for evaluation of net safe bearing capacity of soil.
Consolidation test on cohesive soil sample for determination of settlement potential. Detail calculation shall have to be done for the following pressure intensity as per I.S-2720: i) 5T/m2 ii) 10T/m2 iii) 15T/m2 iv) 20T/m2
For rock samples laboratory test may be done for determination of followings:- Compressive / Transverse/ Tensile/ Shear Strength, True Specific Gravity, water absorption.
Centre for Advanced Engineering
Drilltech Consultant
TECHNOMA(I)
ninjas consultancy and services
C. E. Testing Company Pvt Ltd
FOUNDATION CONSULTANTS
U.C.CONSULTANCY
Gaveshana Geosciences Private Limited
WAPCOS Ltd
MEENAKSHI GEOTECH
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