Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82,455Accepted-AOC | ₹82,455 | L1 | Accepted-AOC Being lowest |
| 2 | L2₹1.3 L+₹50,045 (60.7%)Rejected-AOC | ₹1.3 L+₹50,045 (60.7%) | L2 | Rejected-AOC Not lowest |
| 3 | L3₹1.5 L+₹65,045 (78.9%)Rejected-AOC | ₹1.5 L+₹65,045 (78.9%) | L3 | Rejected-AOC Not lowest |
Tender Value
Refer Docs
Closing Date
17 Sept 2020, 6:00 pmClosed
Garrison Engineer I P Fy Avadi Chennai 600054
Garrison Engineer I P Fy Avadi Chennai 600054
SOIL INVESTIGATION FOR PROVISION OF 05 NOS SECURITY BASTION AT CF ARUVANKADU
2020_MES_374339_1
3005/Q/28/E3
Open Tender
Civil Works
Works
Garrison Engineer I P Fy Avadi Chennai
As pretender documents
1 document required · 1 mandatory
₹0
Exempted
25 Sept 2020
3 Sept 2020
19 Sept 2020
3 Sept 2020
17 Sept 2020
5 Sept 2020
Amount
a) Mobilisation of Drilling equipment and labour to the work site and demobilisation after the completion of work including local shifting. ( Approx distance of all the sites from main factory bldg is as follows: Site-1: - near factory, Site-2: PSK katery - 12 KM, Site 3: - Ashram point - 6KM, Site 4 & 5:- near catchment area - 9 KM) b) Boring 5 bore holes through all kinds of soil upto a depth of 10m (min) for bldgs below ground level or upto strain value > 50 or hardstrata whichever is greater , collecting samples and conducting necessary field tests as per the following parameters:- i) Depth of bore holes may be taken minimum 10mtrs or N value reaches 50, whichever is earlier and 01 bore hole upto a depth of 10m or hard strata whichever is greater. ii) SPT value at every 0.75m intervals and change of strata. iii) Grain size distribution and analysis iv) Soil characterstics. v) Value of cohesion and angle of internal friction.
vi) Recommended SBC at different depths of foundation vii) SBC and its calculation based on 'N' value shear strength and settlement criteria should be worked out. viii) Depth of water table (maximum and minimum) ix) Depth of expansive soil and its properties .if any x) Recommendations for type of foundation xi) Recommendation as regards possibility of liquefaction of soil in case of standard or partially saturated or uncompacted sandy soil. xii) Recommendation for filling under floors and filling under protection including plinth protection xiii) Chemaical analysis of soil xiv) Deatils of soil profile and bore logs xv) Any other recommendations Note: Soil investigation & the report shall be as per NBC,IS 1892,2131,2132,1888,2720,1904,6403,8009,1498,4966 and SP 36 in general. c) Preperation and submission of detailed soil investigation report with recommendations on type of foundation, Depth of foundation and Design safe bearing capacity with soil profiling etc in dupliacte as per the parameters specified in item 1 b) above including site plan showing the no of bore holes, location and inter distance from each other.
ARK CONSULTANTS
ANJU CONSTRUCTIONS
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_417812.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .