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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-AOC | ₹2.2 L | L1 | Accepted-AOC BEING LOWEST |
| 2 | L2₹3.0 L+₹73,400 (33.1%)Rejected-Finance | ₹3.0 L+₹73,400 (33.1%) | L2 | Rejected-Finance Not Being Lowest |
| 3 | L2₹3.0 L+₹73,400 (33.1%)Rejected-Finance 147 A BASEMENT SANT NAGAR EAST OF KAILASH NEW DELHI 110 065 | SOUTH | DELHI | 110065 | ₹3.0 L+₹73,400 (33.1%) | L2 | Rejected-Finance Not Being Lowest |
| 4 | L3₹4.1 L+₹1.9 L (86.4%)Rejected-Finance | ₹4.1 L+₹1.9 L (86.4%) | L3 | Rejected-Finance Not Being Lowest |
| 5 | L4₹4.3 L+₹2.0 L (91.8%)Rejected-Finance PLOT NO 47 PARWATI HOUSING SOCIETY SARA SIDDHI ROAD SAWANGI HARSOOL ROAD AURANGABAD MAHARASHTRA 431008 | AURANGABAD | MAHARASHTRA | 431008 | ₹4.3 L+₹2.0 L (91.8%) | L4 | Rejected-Finance Not Being Lowest |
Tender Value
₹3.0 L
EMD Value
₹5,900
Closing Date
1 Jun 2024, 5:00 pmClosed
GARRISON ENGINEER
GE I R and D CHANDIPUR, Balasore, Pin 756025
Provision of leftover portion of boundary wall and Special repair to existing boundary wall around 324.04 acres of land at village Jaydevkasba, PXE Chandipur under GE I RND Chandipur. (soil investigation)
2024_MES_653143_1
3033/JO/02/24-25/E3
Open Tender
Consultancy Services
Supply
45 days
Chandipur
PLEASE REFER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹300
Yes
GE I R and D CHANDIPUR
₹5,900
Yes
19 Jun 2024
10 May 2024
3 Jun 2024
10 May 2024
1 Jun 2024
17 May 2024
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. (08 Nos of Bore holes upto 10 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.
S.M. Consultants Pvt. Ltd.
VGeotech Experts Pvt. Ltd
vatsalya consultant andservices
Architecture & Engineering Consultancy Services (P) Ltd.
Bidder Name
CREATIVE STUDIO
Architecture & Engineering Consultancy Services (P) Ltd.
S.M. Consultants Pvt. Ltd.
vatsalya consultant andservices
VGeotech Experts Pvt. Ltd
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finance_731071.pdf
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