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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 LAccepted-AOC | ₹2.9 L | 1 | Accepted-AOC 1 |
| 2 | 2₹3.8 L+₹83,110 (28.3%)Rejected-AOC | ₹3.8 L+₹83,110 (28.3%) | 2 | Rejected-AOC 2 |
| 3 | 3₹4.0 L+₹1.1 L (35.8%)Rejected-AOC GROUND FLOOR 72 BUSINESS PARK CROSS ROAD C MAROL INDUSTRIAL AREA MIDC ANDHERI EAST MUMBAI MUMBAI MAHARASHTRA 400093 | MUMBAI SUBURBAN | MAHARASHTRA | 400093 | ₹4.0 L+₹1.1 L (35.8%) | 3 | Rejected-AOC 3 |
Tender Value
Refer Docs
EMD Value
₹5,000
Closing Date
12 Nov 2020, 11:00 amClosed
K A Sunilkumar
Deputy General Manager (Planning and Projects ), FACT (Cochin Division), Ambalamedu Ernakulam
GEOTECHNICAL INVESTIGATION IN FACT CD AT THE PROPOSED LOCATION OF THE NEW 1650 MTPD NPK PLANT, AMBLAMEDU.
2020_FACT_595717_1
04031/2020-2021/E22408 dtd 07.11.2020
Limited
Civil Works
Item Rate
28 days
AMBALAMEDU
This tender is issued on limited tender for 3 shortlisted bidders
5 documents required · 5 mandatory
₹0
₹5,000
Yes
11 Jun 2021
7 Nov 2020
13 Nov 2020
7 Nov 2020
12 Nov 2020
7 Nov 2020
GEOTECHNICAL INVESTIGATION IN FACT–CD AT THE PROPOSED LOCATION OF THE NEW 1650 MTPD NPK PLANT, AMBLAMEDU.
Mobilisation of all necessary equipment and personnel at the proposed location including setting up of equipment at various test locations, shifting from one location to the next location and dismantling, demobilising the same after completion of work.
Boring 150mm minimum diameter bore holes through different strata except boulders and hard rock including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified: From Ground level upto 10m depth.
Boring 150mm minimum diameter bore holes through different strata except boulders and hard rock including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified: From 10m to 20m depth below Ground level.
Boring 150mm minimum diameter bore holes through different strata except boulders and hard rock including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified: From 20 m to 30 m below Ground level.
Drilling through hard rock/ boulders using Rotary Drilling and collection of core samples with Nx size coring bits including preservation of core samples in standard core boxes as specified.
Determination of ground water level and collection of water samples as specified or as directed by the Engineer-in-charge.
Collection of undisturbed soil samples including sealing the sampling tube, handling, transportation, etc. complete.
Natural moisture content
Bulk and dry density test.
Grain size analysis. Sieve analysis.
Hydrometer analysis.
Atterberg limits
Specific gravity
Unconfined compression test
Tri-axial (CD) test
Consolidation test.
Direct shear test
Uniaxial Compressive Strength of Rock
California Bearing Ratio Test including Modified proctor density
Chemical analysis of ground water samples including determination of sulphate, chloride, carbonate, PH value, etc
Chemical analysis on soil samples to determine sulphate, chloride, carbonate, PH value, etc.
Submission of final soil investigation report (5 copies) outlining the complete investigation works with the analysis of results, bore log details and recommendations for the foundation systems, etc. as specified, duly certified by competent Geotechnical Engineer as defined in specific requirement of work.
ENGINEERS DIAGNOSTIC CENTRE PRIVATE LIMITED
Bureau Veritas (India) Pvt. Ltd
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fin_eval.pdf
aoc.pdf
finance_625939.pdf
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