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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48,000Accepted-Finance | L1 | Accepted-Finance Being Lowest | |
| 2 | L2₹50,000+₹2,000 (4.17%)Rejected-Finance | L2 | Rejected-Finance Not Being Lowest | |
| 3 | L3₹1.1 L+₹62,000 (129.2%)Rejected-Finance | L3 | Rejected-Finance Not Being Lowest |
Tender Value
Refer Docs
Closing Date
15 Jun 2021, 6:00 pmClosed
GE (I) (CG) GOA
Military Engineer Services GE (I) (CG) Goa HQ Coast guard DHQ-11, Chicolna, PO-Bogmalo Goa-403 806
SOIL INVESTIGATION IN RESPECT OF PROVISION OF FURNITURE STORAGE YARD AT CG LAND CHICOLNA GOA
2021_MES_445457_1
3108/E3
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Job Works
Works
30 days
GOA
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
Exempted
19 Jun 2021
24 May 2021
17 Jun 2021
24 May 2021
15 Jun 2021
26 May 2021
Amount
Job Work order
(a) Mobilisation, eraction for carriying out soil investigation by drilling with auger or any other method for ascertining SBC, Soil strata and soil base charactiristrict abd furnishing the report and recommended of foundation with relevant IS Code the following:- (i) 02 Nos bore hole 150mm dia may be taken 5m or N value reaches 50 whichever is later. (ii) SPT value at every 0.50m internals and change of strata. iii) Grain size distribution and analysis. (iv) Soil characteristics. (v) Value of cohesion and angle of internal friction. (vi) Recommended SBC at different depth of foundation i.e at 900mm, 1000mm, 1200mm, 1500mm & 1750mm etc. (vii) SBC and its calculation based on 'N' value, shear strength and settlement criteria. (viii) Depth of expansive soil and its properties, if any. (ix) Depth of water table (maximum and minimum). (x) Recommendation for filling under floors and filling under protection including plinth protection. (xi) Chemical analysis of soil and recommendation and type of cement to be used for RCC foundation. Details of soil profile and bore logs. (xii) Any other recommendations. (b) Submission of soil investigation report in quardruplicate compresing of investegation, scope of work and project details, fillied test suggestions for improvement of SBC if any, criteria calculation in corrporating type of soil in pressure bulb zone highest water table SBC recommandation at particular depth concrdeing watre 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 presentable manner. The rate shall be deemed to included the cost of submission of such reports and samples of soil.
Geo Designs n Research Pvt Ltd
AHMEDABAD ENGINEERING RESEAERCH INTITUTE
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