Soil Investigation In Connection With No Cost To The State Exchequer Project Over River Mora Mahananda For A Length Of 39.00 Km In Block- Ratua-I And Ratua- Ii And Ps-Ratua And Pukhuria , Dist Malda
Tender Overview
Project Description
Soil Investigation In Connection With No Cost To The State Exchequer Project Over River Mora Mahananda For A Length Of 39.00 Km In Block- Ratua-I And Ratua- Ii And Ps-Ratua And Pukhuria , Dist Malda
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Apr-2025 | 1st Corrigendum | Other | 23-Apr-2025 |
BOQ
| Sl. No. | Item Description |
| 1 | Mobilisation Charges of all tools & Plants along with accessories, material, labour, supervision etc. at site of work required in connection with boring and testing work, including setting up boring rigs and shifting to different Bore-hole points etc. and also including withdrawal of same from the site after completion of work, complete as per direction of Engineer-in-Charge.(a) b) Preliminary Investigation |
| 2 | Labour for boring by sinking and finally withdrawing 50mm to 100mm dia. (internal) pipe by a standard method to any depth below ground level / bed level in all types of soil like clay, silt, sand, stiff clay, mixed soils etc. except rocks, including collection of disturbed soil samples and including preparation and submission of bore-log as per standard proforma and also including hire charges of tool and plants complete as per direction of Engineer-in Charge.i) Depth 0m to 30m metre |
| 3 | Collection of Samples from the bore hole made as per B-ab) Disturbed |
| 4 | Laboratory Investigation: |
| 5 | i) Liquid Limit as per IS 2720 (Part – V) |
| 6 | ii) Plastic Limit as per IS 2720 (Part – V) |
| 7 | iii) Grain size analysis by Sieving as per IS 2720 (Part – IV). |
| 8 | iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV). |
| 9 | v) Determination of Water Content as per IS 2720 (Part – II). |
| 10 | vi) Determination of Specific Gravity as per IS 2720 (Part – III). |
| 11 | vii) Determination of Sand Content as per IS 2720 (Part – IV) |
| 12 | xvii) Laboratory Determination of Permeability as per IS 2720 (Part– XVII |
| 13 | SANDvii) Determination of Lecy’s Silt Factor |
| 14 | Preparation and submission of report in 6 (Six) copies, giving all relevant information data like site plan, Bore log and water table, test results, calculations, discussions, suggestions and recommendations in respect of suitable foundation etc. including determination of silt factor calculation of waterways and complete design of foundation including analysis of Bearing Capacities and settlements in bound and presentable form complete as per direction of Engineer-in-Charge.a) Preliminary Investigation |
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Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
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Online submission via eProcurement portal.
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CompletedTender Documents
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