Geotechnical Investigation For The Work, Reconstruction / Remodeling Of 1 No. Of Sluices At Khajuri Over Left Embankment Mugdari Khal In Block & Ps-Debra And Dist-: Paschim Medinipur In Connection With Ghatal Master Plan.
Tender Value
96823
Estimated cost
Bid Submission
31 Jul 2025
0 days left
EMD
1936
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
debra → West Bengal
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Geotechnical Investigation for the work, Reconstruction / Remodeling of 1 no. of sluices at Khajuri over Left Embankment Mugdari Khal in Block & PS-Debra and Dist-: Paschim Medinipur in connection with Ghatal Master Plan.
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) Detailed Investigation: |
| 2 | Labour for making Bore-Holes of 150mm to 250mm 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. a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) (i)Depth 0m to 10m |
| 3 | (ii) Depth greater than 10m and upto 20m |
| 4 | Collection of Samples from the bore hole made as per B-a (a) Undisturbed |
| 5 | (b) Disturbed |
| 6 | Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131..(i) 0.0m - 10.0m |
| 7 | (ii) 10.0m-20.0m |
| 8 | A. Laboratory Investigation:i) Liquid Limit as per IS 2720 (Part – V). |
| 9 | ii) Plastic Limit as per IS 2720 (Part – V) |
| 10 | iii) Grain size analysis by Sieving as per IS 2720 (Part – IV). |
| 11 | iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV). |
| 12 | v)Determination of Water Content as per IS 2720 (Part – II). |
| 13 | vi)Determination of Specific Gravity as per IS 2720 (Part – III). |
| 14 | vii) Direct Shear Test as per IS 2720 (Part – XIII). |
| 15 | viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X).a) Undisturbed. |
| 16 | b) Remoulded. |
| 17 | xvi) ) Tri-Axial Shear Test. b) Determination of Shear strength Parameters of a specimen tested in Consolidated Undrained Tri-axial compression Test with measurement of pore water pressure as per IS 2720 (Part – XII) |
| 18 | xvii) Laboratory Determination of Permeability as per IS 2720 (Part– XVII). |
| 19 | 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.b) Detailed Investigation |
AI Tender Summary
Tender Timeline
Jul 25, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 01, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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