Tender For Soil Investigation For Construction Of Proposed Bridge At Ch-20.00 Over Dmc Canal At Village And Mouza- Satidanga, G.P.-Chaktentul, P.S.- Budbud, Block-Galsi-I Of District- Purba Bardhaman.
Tender Value
2.15 Lakhs
Estimated cost
Bid Submission
13 Nov 2026
9 days left
EMD
4307
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
Purba Bardhaman → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Soil Investigation For Construction Of Proposed Bridge At Ch-20.00 Over Dmc Canal At Village And Mouza- Satidanga, G.P.-Chaktentul, P.S.- Budbud, Block-Galsi-I Of District- Purba Bardhaman.
BOQ
| Sl. No. | Item Description |
| 1 | Mobilisation Charges of all tools & Plants along withaccessories, 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. b) Detailed Investigation |
| 2 | Labour for making Bore-Holes of 150mm to 250mmdia. 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 a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) (i) Depth 0m to 10m |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 | (iii) Depth greater than 20m and upto 30m |
| 5 | B. Field Investigation: iii) Collection of Samples from the bore holemade as per B-a (a)Undisturbed |
| 6 | (b) Disturbed |
| 7 | vi) Standard Penetration Tests (S.P.T.) by SplitSpoon Sampler in the bore hole as per IS2131. (i)0.0m - 10.0m |
| 8 | (ii)10.0m-20.0m |
| 9 | (iii)20.0m-30.0m |
| 10 | A. Laboratory Investigation: i) Liquid Limit as per IS 2720 (Part – V). |
| 11 | ii) Plastic Limit as per IS 2720 (Part – V) |
| 12 | iii) Grain size analysis by Sieving as per IS 2720(Part – IV). |
| 13 | iv) Grain size analysis by Hydrometer Method asper IS 2720 (Part – IV). |
| 14 | v) Determination of Water Content as per IS2720 (Part – II). |
| 15 | vi) Determination of Specific Gravity as per IS2720 (Part – III). |
| 16 | vii) Direct Shear Test as per IS 2720 (Part – XIII) |
| 17 | viii) Determination of Unconfined CompressionStrength as per IS 2720 (Part – X). a) Undisturbed. |
| 18 | xiv) Determination of Consolidation Properties asper IS 2720 (Part – XIV). |
| 19 | xvi) Tri-Axial Shear Test. a) Determination of Shear strength Parameters of a specimen tested in Unconsolidated Undrained Tri-axialcompression without measurement of pore water pressure as per IS 2720 (Part –XI). |
| 20 | xvii) Laboratory Determination of Permeability asper IS 2720 (Part– XVII). |
| 21 | 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. |
| 22 | 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 offoundation including analysis of Bearing Capacities and settlements in bound and presentable form complete as per direction of Engineer-in-Charge. b) Detailed Investigation Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 04, 2026
11:30 IST
Tender Published
Tender notice published.
TodayNov 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender