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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-AOC 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | ₹1.2 L | L1 | Accepted-AOC BEING LOWEST BIDDER |
| 2 | L2₹1.2 L+₹3,900 (3.25%)Rejected-Finance | ₹1.2 L+₹3,900 (3.25%) | L2 | Rejected-Finance NOT THE LOWEST BIDDER |
Tender Value
₹1.3 L
EMD Value
₹2,700
Closing Date
19 Sept 2023, 6:55 pmClosed
GARRISON ENGINEER
GE I R AND D CHANDIPUR BALASORE 756025
Consultancy for Soil Investigation for Provn of Civil works for constn of Bldg as an Extension of existing Control Centre for Augmentation of Technical facilities at ITR Chandipur
2023_MES_615506_1
3033/JO/01/E3
Open Tender
Consultancy Services
Supply
30 days
GE I R AND D CHANDIPUR
AS PER TENDER DOCUMENTS
5 documents required · 5 mandatory
₹300
GE I R AND D Chandipur
₹2,700
Yes
10 Oct 2023
24 Aug 2023
21 Sept 2023
24 Aug 2023
19 Sept 2023
29 Aug 2023
Amount
Mobilization & demobilization of Geo technical investigation equipments with all materials, Labour and T&P etc. from office to site to site and 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. (04 Nos of Bore holes upto 20 mtr each or upto refusal strata) and (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. (d) 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.
CREATIVE STUDIO
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_689220.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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