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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC 23609 A INDERJEET SINGH BATH MANSA ROAD NEAR I T I CHOWK BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | ₹1.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹2.9 L+₹1.5 L (109.1%)Rejected-Finance | ₹2.9 L+₹1.5 L (109.1%) | L2 | Rejected-Finance Rejected in AOC |
| 3 | L3₹3.5 L+₹2.1 L (150.0%)Rejected-Finance 2ND FLOOR PLOT NO E 19 104 155 BLOCK E P NO 19 SECTOR 3 ROHINI NORTH WEST DELHI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | ₹3.5 L+₹2.1 L (150.0%) | L3 | Rejected-Finance Rejected in AOC |
Tender Value
Refer Docs
Closing Date
31 Jul 2021, 6:00 pmClosed
GE ARMY SURATGARH
SURATGARH MIL STN
SOIL INVESTIGATION FOR PROVN OF THREE OVERHEAD WATER TANKS (CAPACITY ONE LAKH GALLON EACH) AT SURATGARH MIL STN (AMWP 2021-21, LIST-IV, SER NO-14 (JOB NO SOG/MAJ WK/2021-21/03)
2021_MES_459718_1
3003/JOB/01/E3
Open Tender
Civil Works
Works
30 days
SURATGARH
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
Exempted
23 Aug 2021
14 Jul 2021
2 Aug 2021
14 Jul 2021
31 Jul 2021
17 Jul 2021
Amount
SOIL INVESTIGATION (a) Mobilization of tools, plant and personnel to the site and demobilization after completion of work. (b) Boring of 100 to 150mm nominal diameter bore holes at the site in soil (N<=50) and conducting of SPT at every change of strata or 1.5m interval as per IS: 2131-1981 including collection of undisturbed & disturbed soil sample at every 3 mtr intervals and recording depth of ground water table, conducting the following laboratory tests:- Natural Moisture Content, Specific Gravity, Sieve Analysis, Hydrometer Analysis, Liquid Limit Plastic Limit, Bulk/ Dry Density, C & O Analysis Drilling (using NX-Size drill bit beyond N>50) in any kind of strata (Viz. Gravel boulder / soft / hard rock) excluding Quartz & iron bearing rocky strata) including collection of samples, core recovery, RQD data. (06 Borehole -25 m depth each no residual - 02 Bore holes for each over head tank ) (c) Preparation for loading arrangement for plate load test. For loading intensity (Ultimate load) up to 30 T/m2 for size 30x30cm plate per IS : 1888 (03 Location, 01 No for each overhead tank) (d) Preparation & submission of report giving detailed calculation & recommendation of allowable bearing capacity & type of foundation as per IS Codes. (06 copies in soft and hard ) DESIGN PARAMETERS FOR SOIL INVESTIGATION :- (a) Depth of bore holes should reach upto 25 Mtr for each one. (b) SPT value at every 1.50 m intervals and change of strata. (c) Grain size distribution and analysis. (d) Soil characteristic. (e) Value of cohesion and angle of internal friction. (f) Recommendation SBC at different depths of foundation separately for the portions with and without basement. (g) Depth of water table (max. and min.) (h) Depth of expensive soil and its properties , if any. (j) Recommendation for filling under floors and filling under protection including plinth protection. (k) Details of soil profile and bore logs. (l) Any other recommendation. (m) Soil investigation test shall be got executed from approved MES Consultant / any Govt approved institution or any NABL approved Lab.
PNT Designs Pvt Ltd
MEENAKSHI GEOTECH
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