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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC | ₹1.1 L | L1 | Accepted-AOC OK |
| 2 | L2₹2 L+₹92,266 (85.6%)Rejected-AOC K701 MARVEL ZEPHYR KHARADI PUNE MAHARASHTRA 411014 UDYAM MH 26 0652381 27AADCE9912F1ZM B R | PUNE | MAHARASHTRA | 411014 | ₹2 L+₹92,266 (85.6%) | L2 | Rejected-AOC Not L1 |
| 3 | L3₹10 L+₹8.9 L (828.2%)Rejected-AOC | ₹10 L+₹8.9 L (828.2%) | L3 | Rejected-AOC Not L1 |
Tender Value
Refer Docs
EMD Value
₹5,000
Closing Date
19 Nov 2020, 6:00 pmClosed
Sr DDG and CE
Director General Naval Project (MB) Naval Dockyard SBS Road Mumbai 400023
SOIL INVESTIGATION FOR AUGMENTATION OF CABLE STORAGE FACILITY AT EPS DEPARTMENT AT NAVAL DOCKYARD MUMBAI
2020_MES_388826_1
8515_2
Open Tender
Consultancy Services
Item Rate
45 days
NAVAL DOCKYARD MUMBA
The firm should be enlisted in category a i in class E OR enpanelled as consultant in K category in MES/DGNP. Please refer NIT for other details.
8 documents required · 8 mandatory
₹300
DGNP Mumbai
₹5,000
Yes
15 Dec 2020
22 Oct 2020
26 Nov 2020
22 Oct 2020
19 Nov 2020
5 Nov 2020
Amount
SCHEDULE 'A' (LIST OF ITEMS OF WORKS)
Material and labour for carrying out soil investigation by drilling bore holes of 100 mm dia in any type of soil or in rock below the existing ground level, conducting in situ SPT including taking out undisturbed samples & disturbed samples as per IS at every 1.5 m depth, transportation to laboratory and conducting the following tests complete all as specified:- (i) Standard Penetration Test as per IS 2131 (ii) Box Shear Test as per ASTM D3080 (iii) Grain size analysis (iv) Wet and Dry density (v) Liquid limit and plasticity index (vi) Ground water table (vii) SPT chart
(viii) Soil classification (ix) Direct shear tests unconfined compression test (as applicable samples recovered from SPT test) (x) Bore logging (xi) Specific gravity (xii) Atterberg limits (xiii) Nature Moisture Content (xiv) C & Phie value (xv) Chemical analysis of water for PH, sulphates and chlorides (xvi) Any other test not specifically mentioned above but required as per relevant IS.
(b) Analyzing field data of each bore hole and making soil investigation report for deciding the type of foundation etc. complete and submission of detailed soil investigation report including safe bearing capacity and site plan indicating exact location of bore holes in triplicate. NOTES :- (i) Location of bore holes shall be decided in consultation with GE and Design Cell of DGNP Mumbai. (ii) Anticipated depth of bore in soil is approximately 20 m. (iii) Drilling bore hole in rock shall be minimum 3 m in hard confined and continuous rock.
Eyrie Projects And Technology Pvt Ltd
Kuvelkar Salkar Associates
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