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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.2 LAccepted-AOC | 1 | Accepted-AOC Lowest | |
| 2 | 2₹3.8 L+₹52,420 (16.2%)Rejected-AOC 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 | 2 | Rejected-AOC Highest | |
| 3 | 3₹3.8 L+₹53,600 (16.5%)Rejected-AOC | 3 | Rejected-AOC Highest | |
| 4 | 4₹3.8 L+₹54,000 (16.7%)Rejected-AOC | 4 | Rejected-AOC Highest | |
| 5 | 5₹4.8 L+₹1.6 L (49.3%)Rejected-AOC | 5 | Rejected-AOC Highest |
Tender Value
Refer Docs
EMD Value
₹9,340
Closing Date
11 Jan 2021, 3:00 pmClosed
Shri Des Raj
GE (MES) Pithoragarh Post Bharkatiya Pithoragarh
Soil Investigation at Dharchula
2020_MES_403288_2
3021_20_E3
Open Tender
Job Works
Lump-sum
30 days
Dharchula
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹9,340
Yes
23 Aug 2021
26 Dec 2020
12 Jan 2021
28 Dec 2020
11 Jan 2021
28 Dec 2020
Amount
Job for soil investigation against demolition & reconstruction of RCC UG water tank and treatment plant at Pkt-VI, Dharchula and proposed constr of same facility with similar capacity in nearby location at Dharchula :- (a) Boreholes 150mm dia using shell & auger method in all type of soil upto a depth of 10 meter below ground level, including standard penetration test at 1.5 meter depth interval or change of strata and all field & lab test complete and giving the test report 3 copies with allowable bearing capacity and type of foundation complete job.
Boreholes 150mm dia using shell & auger method in all type of soil upto a depth of 06 meter below ground level, including standard penetration test at 1.5 meter depth interval or change of strata and all field & lab test complete and giving the test report 3 copies with allowable bearing capacity and type of foundation complete job. Based on the above exploration the following test to be carried out :- (i) Moisture content, wet and dry density, grain size distribution, liquid limit, plastic limit, specific gravity etc. (ii) Triaxial compression test (undrained) on cohesive soil for C& (iii) Direct shear on non cohesive soil and determination of C& (iv) SPT value till depth of exploration. (v) Consolidation test on cohesive soil. (vi) CBT (b) Based on the above test the following to be ascertained :- (i) Allowable safe bearing capacity of soil (ii) Maximum permissible settlement of the foundation.
Carrying out Monotonic Plate Load Test unsing 30cm x 30cm size plate upto loading intensity of 60 ton/sqm or ultimate failure of soil, which ever is reached earlier.
Add for GST @ 18% on Ser No. 01 to 03 Note : Mobilisation of eqpt is included in the rate.
MEENAKSHI GEOTECH
Technical Consultancy Services
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JKINFRATECH
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