Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹3.7 LAccepted-AOC | l1 | Accepted-AOC lowest | |
| 2 | l2₹3.8 L+₹2,250 (0.60%)Rejected-Finance | l2 | Rejected-Finance not lowest |
Tender Value
Refer Docs
EMD Value
₹8,000
Closing Date
19 Sept 2020, 6:00 pmClosed
CWE No. 02 Port Blair
CWE No. 02 Port Blair
(SOIL INVESTIGATION FOR) PROVN OF SECURITY BOUNDARY WALL WITH CONCERTINA COIL, BARBED WIRE AND INSIDE PERIPHERY WALK PATHWAY AND PROVN OF APPROACH ROAD FROM DURGAPUR VILLAGE TO BERKELEY AT CGDHQ-9 DIGLIPUR
2020_MES_370391_2
30010/eQTN/JO/20-21/03/E3
Open Tender
Consultancy Services
Works
45 days
CWE No. 02 Port Blair
Please refer Tender documents.
2 documents required · 2 mandatory
₹100
Yes
GE (S) Diglipur
₹8,000
Yes
23 Nov 2020
7 Sept 2020
21 Sept 2020
7 Sept 2020
19 Sept 2020
7 Sept 2020
NOTE: The prepriced rate indicated as 0.00 under Col.6 and as 0.000 indiacted under Col No 14 to 20 signifies this fact only. Bidder shall insert their rates in Green filed under Col-6. and other charges like Taxes, ED, Freight etc are shall filed in the respective Col
1. Mobilisation of plants and equipment including men and materials required at site of soil investigation setting of boring/drilling as required and demobilization of plants and equipment on completion of work etc complete (Which includes conveyance of sample collected to testing lab as required for the purpose of testing) (Qty 01 Job) 2. Drilling/boring 150mm dia bore holes to any depth through following of strata. (a) Any type of soil (Qty 39RM) (b) Soft rock (Qty 12RM) (c) Hard rock (Qty 9RM) 3. Carrying out Standard Penetration Test (SPT) including collection of disturbed soil samples in bore holes at every 1.50 meter depth or any change of strata and submit the report with all requisite data. (18 Nos) 4. Conduction necessary tests as per relevant IS code on all collected soil samples which includes the determination of the following tests. (06 Nos) (a) Atterberg limits (b) Natural Moisture content (c) Wet and dry density (d) Soil / particle grain size using sieve hydrometer analysis (e) Try-axial shear test C and O determination (f) Shrinkage limit (g) Consolidation test (h) Specific gravity test of sand/rock (j) Crushing strength of rock samples (k) Permeability test (l) Testing of water samples (02 samples) and liquid and plastic limits (m) Free swelling index 5. preparation of submission of report in 04 copies containing NSBC, SBS & settlement test results, graphs, charts, calculation etc and recommendation for foundation. (06 Job Nos)
Architecture & Engineering Consultancy Services (P) Ltd.
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 .