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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Rejected-Technical | Rejected-Technical Technically Not Qualified |
| 5 | Rejected-Technical | Rejected-Technical Technically Not Qualified |
Tender Value
₹20 L
Closing Date
17 Sept 2021, 4:00 pmClosed
Additional Chief Engineer
Room No. A-21 WAPCOS Limited Gurgaon office
Geotechnical Investigation (Subsurface) and Soil Resistivity Tests for Kaliteer Lift Scheme
2021_WAPCO_85998_1
WAP/WRD/KALITEER/GEOTECH/RAJ
Open Tender
Civil Works
30 days
Dholpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
WAPCOS Limited
Exempted
26 Apr 2022
25 Aug 2021
20 Sept 2021
25 Aug 2021
17 Sept 2021
26 Aug 2021
26 Aug 2021 - 17 Sept 2021
Amount
Proposed Intake Cum Pump House
Carrying out Soil Investigations, Safe Bearing Capacity (SBC) at the location of proposed Intake cum Pump House at minimum 03 points. Boring in soil from GL up to 20.0 m or rock whichever is less, Conducting SPT and collection of disturbed Samples at every 1.5 m interval, Collecting UDS samples from each bore hole at 3m interval or at every change of strata whichever occurs as per IS: 2132 and carrying out tests as per Annexure - IA including sample preservation in proper boxes.
Proposed Approach Bridge near Intake Cum Pump House
Carrying out Soil Investigations, Safe Bearing Capacity (SBC) at the location of proposed approach bridge near Proposed Intake cum Pump House at minimum 06 points. Boring in soil from GL up to 15.0 m or rock whichever is less, Conducting SPT and collection of disturbed Samples at every 1.5 m interval, Collecting UDS samples from each bore hole at 3m interval or at every change of strata whichever occurs as per IS: 2132 and carrying out tests as per Annexure - IA including sample preservation in proper boxes.
Proposed Pump House
Carrying out Soil Investigations, Safe Bearing Capacity (SBC) at the location of proposed pump house at minimum 03 points. Boring in soil from GL up to 20.0 m or rock whichever is less, Conducting SPT at every 1.5 m interval and collection of disturbed Samples, Collecting UDS samples from each bore hole at 3m interval or at every change of strata whichever occurs as per IS:2132 and carrying out tests as per Annexure - IA including sample preservation in proper boxes.
Alignment of Pipeline/Proposed Structures etc.
Carrying out Soil Investigations, Safe Bearing Capacity (SBC) at the location of proposed power house/penstock at minimum 22 points. Boring in soil from GL up to 6.0 m or rock whichever is less, Conducting SPT at every 1.5 m interval and collection of disturbed Samples, Collecting UDS samples from each bore hole at 3m interval or at every change of strata whichever occurs as per IS:2132 and carrying out tests as per Annexure - IA including sample preservation in proper boxes.
Alignment of Pipeline
Carrying out Soil resistivity test as per IS: 3043 (latest edition) for Pipeline Alignment as and where required along the alignment of canal including mobilisation and demobilisation of resistivity instruments.
Vishwas Engineering Works
CIVIL TECH
stage.html
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