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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-Finance FCA 560 BLB EAST CHAWLA COLONY SAURAJ SINGH YADAV BALLABGARH VILLAGE TOWN CHAWLA COLONY CITY FARIDABAD FARIDABAD HARYANA 121004 INDIA | FARIDABAD | HARYANA | 121004 | ₹2.1 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹2.3 L+₹16,000 (7.48%)Rejected-Finance | ₹2.3 L+₹16,000 (7.48%) | L2 | Rejected-Finance Not the Lowest Bidder |
| 3 | L3₹2.5 L+₹36,000 (16.8%)Rejected-Finance | ₹2.5 L+₹36,000 (16.8%) | L3 | Rejected-Finance Not the Lowest Bidder |
| 4 | L4₹3.0 L+₹91,000 (42.5%)Rejected-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | ₹3.0 L+₹91,000 (42.5%) | L4 | Rejected-Finance Not the Lowest Bidder |
Tender Value
₹2.2 L
Closing Date
27 Sept 2022, 6:55 pmClosed
GE I R and D Chandipur
GE I R and D Chandipur Odisha Balasore 756025
Construction of Security related infrastructure project at PXE Chandipur Soil investigation
2022_MES_552019_1
3033/JO/18/E3
Limited
Consultancy Services
Supply
30 days
GE I R and Chandipur
Please refer Tender documents.
3 documents required · 3 mandatory
₹100
Yes
GE I R and D Chandipur
Exempted
29 Sept 2022
15 Sept 2022
29 Sept 2022
15 Sept 2022
27 Sept 2022
20 Sept 2022
Amount
Mobilization & demobilization of Geo technical investigation equipments with all materials, Labour and T&P etc. from office to site to site.
Boring 150/100mm dia bore holes at various locations including collecting sample for SPT at every 3.0m interval in normal or at every stage of any change of soil strata except disintegrated rock, sub-rock, hard rock etc. including refilling and reinstating surface and disposing off surplus material. (Four Nos of Bore holes upto 20 mtr each or upto refusal strata)
(a) Collection of Undistributed and distributed samples of soil from bore hole as per relevant IS and provision of air tight containers for packing and transporting to lab and conducting laborotary tests (Sieve analysis, Atterberg's Limit, Specific Gravity, Field Moisture content, Bulk density, Differtial free swell index, Direct shear test) on collected soil sample as per relevant IS Code. (b) To conduct Standard penetration test (SPT) at different location as per relevant IS. (c) Chemical analysis of soil as well as water to determine aggressiveness to attack on concrete/reinorcement inlcuding determination of pH value as per relevent IS Code.
Preparation and submission of final report with comprehensive record of investigation, test report and recommendation of the following :- (i) Type of foundation required based on soil profile. (ii) Pile capacities with calculaltions for both long pile and underremed piles of required dia and for both frictional resistance and end resistance shall be also be given separately. (iii) Recommendations regarding type of cement to be used. (iv) Recommendations to safeguard if chloride content is high
SOME CONSULTANTS
Pranab Kumar Choudhury
GEO DESIGNS AND RESEARCH PVT LTD
Bidder Name
GEO DESIGNS AND RESEARCH PVT LTD
Shree Balaji Test House Pvt. Ltd.
SOME CONSULTANTS
Pranab Kumar Choudhury
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finance_617512.pdf
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