Tender For Soil Investigation In The Different 6 (Six) Number Locations For Construction Of Sluice And Bank Protection Work At Kata Bundh, Kataha Diara (At Upstream And Downstream Of Proposed Work Reach), Kesharpur, Paschim Ratanpur And Aladia In P.S
Tender Value
8.36 Lakhs
Estimated cost
Bid Submission
13 Nov 2026
6 days left
EMD
16735
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Maldah → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Soil Investigation In The Different 6 (Six) Number Locations For Construction Of Sluice And Bank Protection Work At Kata Bundh, Kataha Diara (At Upstream And Downstream Of Proposed Work Reach), Kesharpur, Paschim Ratanpur And Aladia In P.S.- Ratua & Bhutni, Block- Ratua-L & Manikchak, Dist.- Malda Under Malda Irrigation Division.
BOQ
| Sl. No. | Item Description |
| 1 | Mobilisation charges of all tools and plants along with accessories, materials, labour, supervision etc. at site of Working required in connection with boring and testing work including setting up boring rig and shifting to different borehole points etc. and also including withdrawal of the same from the site after completion of work, complete as per direction of Engineer-in-charge. a)Detailed Investigation |
| 2 | Carriage of all Disturbed & Undisturbed Samples from site of work to the Divisional office or elsewhere including loading and unloading as per direction of Engineer-in-Charge. Detailed Investigation.Note:Some samples are to be kept at Sub-Division Office for Additional testing By the Engineer-in-Charge. |
| 3 | Labour for making Bore-Holes of 150 mm to 250 mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, silt, sand, stiff clay, mixed soils, etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge. |
| 4 | a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn)Depth 0m to 10m |
| 5 | b) When drilling mud “Bentonite of suitable consistency” is used to prevent collapse of bore hole : |
| 6 | Depth greater than 10 m and upto 20 m |
| 7 | Depth greater than 20 m and upto 30 m |
| 8 | Field Investigationiii) Collection of Samples from the bore hole made as per B-a(a) Undisturbed |
| 9 | Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131. |
| 10 | 0.0m-10.0m |
| 11 | 10.0m-20.0m |
| 12 | 20.0m-30.m |
| 13 | Observation of Water Table |
| 14 | Laboratory Investigation: |
| 15 | Liquid Limit as per IS 2720 (Part – V). |
| 16 | Plastic Limit as per IS 2720 (Part – V) |
| 17 | Grain size analysis by Sieving as per IS 2720 (Part – IV). |
| 18 | Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV). |
| 19 | Determination of Water Content as per IS 2720 (Part – II). |
| 20 | Determination of Specific Gravity as per IS 2720 (Part – III). |
| 21 | Direct Shear Test as per IS 2720 (Part – XIII). |
| 22 | Determination of Unconfined Compression Strength as per IS 2720 (Part – X). a) Undisturbed |
| 23 | b) Remoulded. |
| 24 | xiii) Determination of Density Index (Relative Density of cohesion less soil) as per IS 2720(Part – XIV). |
| 25 | Tri-Axial Shear Test. |
| 26 | Determination of Shear strength Parameters of a specimen tested in consolidated Undrained Tri-axial compression with measurement of pore water pressure as per IS 2720 (Part –XII). |
| 27 | Laboratory Determination of Permeability as per IS 2720 (Part– XVII). |
| 28 | c) Determination of Shear strength Parameters of a soil from Consolidated Drained Test as per IS 2720 (Part – X). 6 nos ,1 no from each location |
| 29 | xviii) Determination of Field Moisture Equivalent as per IS 2720 (Part– XVIII). |
| 30 | 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. includingDetailed Investigation : Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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