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Geotechnical Investigation ( Subsurface ) And Soil Resistivity Tests For Kaliteer Lift Scheme, Dholpur-Rajasthan

Wapcos Limited has published Geotechnical Investigation ( Subsurface ) And Soil Resistivity Tests For Kaliteer Lift Scheme. Submission Date for this Tender is 17-09-2021. Geotechnical Investigation Tenders in Dholpur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

28980981
Corrigendum : Geotechnical Investigation ( Subsurface ) And Soil Resistivity Tests For Kaliteer Lift Scheme
Open Tender
Indian
Rajasthan
Dholpur
17-09-2021

Tender Details

Geotechnical Investigation ( Subsurface ) And Soil Resistivity Tests For Kaliteer Lift Scheme

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 07-Sep-2021 Corrigendum1 Date 17-09-2021

Key Value

Document Fees
INR 2000 /-
EMD
Refer document
Tender Value
INR 20 Lakhs /-

BOQ Items

Name of Work: Geotechnical Investigation (Subsurface) and Soil Resistivity Tests for Kaliteer Lift Scheme
Sl. No. Item Description
1Proposed Intake Cum Pump House
2Carrying 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.
3Proposed Approach Bridge near Intake Cum Pump House
4Carrying 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.
5Proposed Pump House
6Carrying 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:2132and carrying out tests as per Annexure - IA including sample preservation in proper boxes.
7Alignment of Pipeline/Proposed Structures etc.
8Carrying 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:2132and carrying out tests as per Annexure - IA including sample preservation in proper boxes.
9Alignment of Pipeline
10Carrying 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.
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