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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.2 LAccepted-AOC | 1 | Accepted-AOC Lowest | |
| 2 | 2₹2.6 L+₹38,940 (17.8%)Rejected-AOC | 2 | Rejected-AOC Highest | |
| 3 | 3₹2.6 L+₹41,300 (18.9%)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 | 3 | Rejected-AOC Highest | |
| 4 | 4₹2.9 L+₹69,620 (31.9%)Rejected-AOC | 4 | Rejected-AOC Highest | |
| 5 | 5₹3.5 L+₹1.3 L (61.1%)Rejected-AOC | 5 | Rejected-AOC Highest |
Tender Value
Refer Docs
EMD Value
₹5,300
Closing Date
26 Mar 2021, 9:00 amClosed
Shri Des Raj EE
Garrison Engineer (MES) Pithoragarh, Post Bharkatiya Cantt Pithoragarh
Job WOrk
2021_MES_426048_2
3021_25_E3
Open Tender
Survey and Investigation services
Lump-sum
30 days
AGE (MES) Dharchula
Please refer tender documents
7 documents required · 7 mandatory
₹0
₹5,300
Yes
23 Aug 2021
13 Mar 2021
27 Mar 2021
13 Mar 2021
26 Mar 2021
14 Mar 2021
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 12 mtr below ground level, including standard penetration test at 1.5 meter depth interval or change of strata and all field and 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 10 mtr below ground level, including standard penetration test at 1.5 meter depth interval or change of strata and all field and lab test complete and giving the test report 3 copies with allowable bearing capacity and type of foundation complete job. (a) 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&Ǿ (iii) Direct shear on non cohesive soil and determination of C&Ǿ (iv) SPT value till depth of exploration. (v) Consolidation test on cohesive soil. (vi) CBT (vii) soil clarification. (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.
Detailed Topographica Survey of the area by using Electronic Total Station Machine (ETS) by taking stop levels in a grid of 3m x 3m showing contour line at 1.0 m interval on scale 1:200 and all features like Drain, Roads, River/Nallahs, HT Lines etc to be marked on the plan complete all as specified and submission of report of Topographica Survey alongwith softcopy (CD/DVD) in quadruplicate duly annotated(appx area 100m x 50m).
Add for GST @ 18% on Ser No. 01 to 03 Note : Mobilisation of eqpt is included in the rate.
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