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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30,500Accepted-AOC | ₹30,500 | L1 | Accepted-AOC Being lowest quoted |
| 2 | L2₹35,200+₹4,700 (15.4%)Rejected-Finance K0 SHAKTHI CASTLE APPTS 1ST A CROSS KAGGADASPURA C V RAMANAGAR BENGALURU KARNATAKA 560093 | BENGALURU URBAN | KARNATAKA | 560093 | ₹35,200+₹4,700 (15.4%) | L2 | Rejected-Finance Not being quoted lowest |
| 3 | L3₹35,280+₹4,780 (15.7%)Rejected-Finance NO 9A VINAYAKANILAYA KANAKA GANAPATHI STREET OM SHAKTHI LAYOUT KANAKAGIRI HORAMAVU POST BANGALORE 560 043 | BENGALURU URBAN | KARNATAKA | 560043 | ₹35,280+₹4,780 (15.7%) | L3 | Rejected-Finance Not being quoted lowest |
| 4 | L4₹45,920+₹15,420 (50.6%)Rejected-Finance | ₹45,920+₹15,420 (50.6%) | L4 | Rejected-Finance Not being quoted lowest |
| 5 | L5₹47,040+₹16,540 (54.2%)Rejected-Finance 21 9TH MAIN 4TH CROSS GOWDAKEHOLA BAGALAKUNTE NAGASANDRA POST BANGALORE 560073 | BENGALURU URBAN | KARNATAKA | 560073 | ₹47,040+₹16,540 (54.2%) | L5 | Rejected-Finance Not being quoted lowest |
Tender Value
Refer Docs
Closing Date
5 Feb 2021, 9:00 amClosed
GARRISON ENGINEER (CENTRAL) BANGALORE
GARRISON ENGINEER(CENTRAL), AGRAM POST, BANGALORE-07
QUOTATION JOB ORDER FOR SOIL INVESTIGATION FOR PROVN OF TWO MVA POWER SUP AND EXTERNAL SERVICES FOR DISASTER REC NEAR LINE DATA CENTRE (DRNC) AT BANGALORE
2020_MES_405483_2
3004/JWO/07/E3
Open Tender
Job Works
Item Wise
30 days
GARRISON ENGINEER(CENTRAL) BANGALORE-07
QUOTATION JOB ORDER FOR SOIL INVESTIGATION FOR PROVN OF TWO MVA POWER SUP AND EXTERNAL SERVICES FOR DISASTER REC NEAR LINE DATA CENTRE (DRNC) AT BANGALORE
2 documents required · 2 mandatory
₹0
Exempted
2 Mar 2021
20 Jan 2021
6 Feb 2021
21 Jan 2021
5 Feb 2021
24 Jan 2021
22 Jan 2021 - 23 Jan 2021
Mobilisation of Crew and equipments for drilling 150mm dia of Bore Diesel Operated machine alongwith complete accessories
Drilling 150mm dia of bore holes by shelf and auger with MS casing up to a depth possible beyound which diesel operated clay drill bent on it slurry to be used. Depth of bore holes may be taken as min 8m for Bldg or N value reaches 50, whichever is earlier. Disturbed and undisturbed soil samples to be colected during SPT and laboratary investigation to be carried out as per IS-2131 specification, soil samples shall be collected and handed over to Engineer-in-Charge
Drilling of rate upto SPT 50 or 8m which ever is earliest, including submission of Lab Testing include per site Sieve analysis, liquid limit, plastic limit, density, specific gravity, shear strength etc complete Note:- Submisssion of Report with analysis of under mentioned tests and recommendation should be submitted in triplicate (i) The bore hole may be terminated before 8m if N value reaches 50, carryout SPT in the bore holes to determine N value, (ii) SPT value at every 0.75m intervals and change of strata (iii) Grain size distribution and analysis (iv) Soil characteristics (v) Value of cohesion and angle of internal friction (vi) Recommended SBC st different depths of foundation i.e., at 1000mm, 1200mm, 1500mm & 2000mm for Bldgs , (vii) SBC and its calculation based of 'N' value shear strength and settlement criteria, (viii) Depth of water table (maximum and minimum), (ix) Depth of expansive soil and its properties, if any (x) Recommendation for type of foundaion, (xi) Recommendation for filing under floors and filling under protection including plinth protections. (xii) Chemical analysis of soil , (xiii) Details of soil profile and bore logs (xiv) Any other recommendations, (xv) Location of bore should be shown in the report in a site plan duly signed by GE and testing Lab rep. (xvi) Water table level, Chemical charactristics of soil eg Chloride and Sulphate content and expansive characteristics of soil if any should be given in the report.
KRISHNAMADHAV ENERGY SERVICES PRIVATE LIMITED
PRACHANIVA CONSTRUCTIONS
SHREE BANASHANKARI ASSOCIATES
SRI MAHALAKSHMI CONSTRUCTIONS
AN-ICON Engineering Technologies And Infrastructure Developments Pvt. Ltd
AHMEDABAD ENGINEERING RESEAERCH INTITUTE
MEENAKSHI GEOTECH
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