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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51,000Accepted-Finance | L1 | Accepted-Finance Lowest bidder | |
| 2 | L2₹57,000+₹6,000 (11.8%)Rejected-Finance 96 BARTHAKUR MILL ROAD ULUBARI KAMRUP ASSAM 781007 | KAMRUP METRO | ASSAM | 781007 | L2 | Rejected-Finance Unsuccessful bidder | |
| 3 | L3₹89,000+₹38,000 (74.5%)Rejected-Finance | L3 | Rejected-Finance Unsuccessful bidder |
Tender Value
Refer Docs
Closing Date
4 Nov 2020, 6:00 pmClosed
GE(N) Tezpur
GE(N) Tezpur Co 99 APO
Soil investigation for Provn of Main receiver station with 33 KV independent feeder for NAA under GE (N) Tezpur
2020_MES_377936_2
3036/Qtn/11/2020-21
Open Tender
Miscellaneous Services
Item Rate
30 days
GE(N) Tezpur
as per tender docus
6 documents required · 6 mandatory
₹0
Exempted
13 Nov 2020
21 Oct 2020
6 Nov 2020
21 Oct 2020
4 Nov 2020
21 Oct 2020
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 (ab) 1.8mX1.8m (ac) 2.2mX2.2m (ad) 1.5mX2.5m (ae) 2.0mX2.5m (af) 2.0mX 3.0m (ag) 2.5mX3.0m (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.
ESS Foundation Pvt. Ltd.
S.G. Foundation & Engineers
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