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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance 96 BARTHAKUR MILL ROAD ULUBARI KAMRUP ASSAM 781007 | KAMRUP METRO | ASSAM | 781007 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
Closing Date
17 Mar 2022, 6:00 pmClosed
M Vidhyasarathy, IDSE
GE (North) Tezpur
To carry out the safe bearing capacity and other data of soil for provn of Technical Store
2022_MES_511666_1
3036/JWO/16/E3
Open Tender
Job Works
Works
30 days
GE (North) Tezpur
As per Tender documents
4 documents required · 4 mandatory
₹0
Exempted
19 Mar 2022
3 Mar 2022
19 Mar 2022
3 Mar 2022
17 Mar 2022
4 Mar 2022
3 Mar 2022 - 10 Mar 2022
Amount
Mobilization of necessary eqpt and man power to the project site and dismantling of the same of completion of Fd work from the site
Shifting of necessary eqpt and man power from one site to another with in 500 m for carrying out erection incl dismantling of boring eqpt at specified location.
Provision of Bore hole 150mm dia in any type of soil upto max 10mtr or upto refusal(N=100) whichever meet after including connection of undisturbed sample from cohesive soil only and conducting standard penetration test at 1 mtr, 1.5 mtr, 2 mtr interval thereafter or on change of strata.
Completion of laboratory test, collection of data and preperation of draft report with software, final copy printing and submission of report 5 (Five) booklets suggesting the type of foundation different depth of bearing capacity minimum depth of foundation also to be recommended as per relevant IS code Note: Following parameters will also form part of the Geo-Exploration Report to be submitted by Soil Consultant (a) RL of the Ground level/ foundation level with ref to a BM should invariabily be mentioned in the soil investigation report (b) Recommended SBC should be given for:- (i) All the bore Holes. (ii) Minimum at three depth viz. 1.5m, 2.0 m, 2.5m. (iii) SBC should be work out for following size of footing:- (aa) 1.5mX1.5m (ae) 2.0mX2.5m (ab) 1.8mX1.8m (af) 2.0mX 3.0m (ac) 2.2mX2.2m (ag) 2.5mX3.0m (ad) 1.5mX2.5m (c) Photographic record of geo-exploration as well as testing shall also part of the report. (d) Recommendation as regards possibility of liquidification of soil in case of saturated or partially saturated loose/uncompacted sandy soil. (e) Swelling index and swelling pressure in respect of black Cotton soil and its depth/layer.(If any) (f) Depth of Gr. Water Table (GWT) in peak monsoon (lowest) and peak summer (highest) after correlation of result with seasonal of water table in the station. (g) Recommendation for filling under floors. (h) Soil investigation report must be vetted by IITs/NITs/Govt Engg College.
SOME CONSULTANTS
ESS Foundation Pvt. Ltd.
U.C.CONSULTANCY
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