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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47,200Accepted-Finance | L1 | Accepted-Finance Being Lowest | |
| 2 | L2₹49,900+₹2,700 (5.72%)Rejected-Finance | L2 | Rejected-Finance Not being Lowest | |
| 3 | L3₹50,000+₹2,800 (5.93%)Rejected-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | L3 | Rejected-Finance Not being Lowest | |
| 4 | L4₹51,100+₹3,900 (8.26%)Rejected-Finance | L4 | Rejected-Finance Not being Lowest | |
| 5 | L5₹51,230+₹4,030 (8.54%)Rejected-Finance | L5 | Rejected-Finance Not being Lowest |
Tender Value
Refer Docs
Closing Date
30 Apr 2022, 6:00 pmClosed
GE (I) (CG) GOA
Military Engineer Services (I) (CG) Goa HQ Coast Guard DHQ-11, Chicolna, PO-Bogmalo Goa- 403806
SOIL INVESTIGATION IN RESPECT OF PROVISION OF SYNTHETIC TENNIS COURT AT CG ENCLAVE CHICOLNA GOA
2022_MES_517498_1
3112/JW/E3
Open Tender
Job Works
Works
30 days
GOA
Please refer tender documents
3 documents required · 3 mandatory
₹0
Exempted
10 May 2022
9 Apr 2022
2 May 2022
9 Apr 2022
30 Apr 2022
11 Apr 2022
Amount
Job Work order
Mobilisation, eraction for carrying out soil investigation by drilling with auger or any other menthod for ascertining SBC, Soil strata and soil base charactiristric abd furnishing the report and recommended of foundation with relevant IS Code the following. (i) 01 No bore hole 150mm dia may be taken 5m or N value reaches 50 whichever is later. (ii) SPT value st every 0.50m internals and chanfe of strata. (iii)Grain size distribution and analysis. (iv)Soil charactristics. (v) Value of cohesion and angle of internal friction. (vi) Recommended SBC at different dept of foundation i.e at 900mm, 1000mm, 1200mm, 1500mm & 1750mm etc. (vii) SBC and its calculation based on "N" Value, shear strength and settlement critera. (viii) Depth of expansive soil and its properties, if any (ix)Depth of water table (maximum and minimum) (x) Recommended for filling under floors and filling under protection including plinth protection. (xi) Chemical analysisof soil and recommendation and type of cement to be used for RCC foundaion Details of soil profile and bore logs. (xii) Any other recommendations. (b) Submission of soil investigation report in quadruplicate comprising of investigation, scope of work and project details, filled test suggestions for improvement of SBC if any, criteria calculation incorrporating type of soil in pressure bulb zone highest water table SBC recommandation at particular depth considering water table type of foundation to be adpoted all tests result bore log chart profile of log and safe bearing capacity calculations at various depths. (c ) Test report should include all the test as required for desiging the foundation such as SPT values bore logs soil classfication and also should cover the general recommendation for the proposed type, of foundation system safe bearing capacity likely total settelment etc. The reports shall be submitted in quintuplicate duly bounded in a presentable manner. The rate shall be deemed to included the cost of submission of such reports and samples of soil.
AN-ICON Engineering Technologies And Infrastructure Developments Pvt. Ltd
GEO DESIGNS AND RESEARCH PVT LTD
Sai Geotechnical Lab
INERTIA ENGINEERING SOLUTIONS
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