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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 722 NETAJI BLOCK P O CHOWHATI P S SONARPUR DIST SOUTH 24 PARGANAS PIN 700149 | SONARPUR | SOUTH 24 PARGANAS | WEST BENGAL | 700149 | Accepted-Technical TECHNICALLY QUALIFIED |
| 2 | Accepted-Technical 66 CHOWDHURY PARA ROAD P O BARASAT P S BARASAT WEST BENGAL 700124 | BARASAT | 24 PARAGANAS NORTH | WEST BENGAL | 700124 | Accepted-Technical TECHNICALLY QUALIFIED |
| 3 | Accepted-Technical 86 HARIDAS DUTTA ROAD JAYNAGAR DIST SOUTH 24 PARGANAS PIN 743337 | 24 PARAGANAS SOUTH | WEST BENGAL | 743337 | Accepted-Technical TECHNICALLY QUALIFIED |
Tender Value
₹1.2 L
EMD Value
₹2,376
Closing Date
2 Feb 2026, 4:00 pmClosed
EE/CID/PURBA MEDINIPUR
EE/CID/PURBA MEDINIPUR
Soil investigation work for re-excavation of the HTC Canal from Mangalchalk to Hanu Bhuia Length 12.00km Gargram to Chiranjibpur Dunia Khal Length- 7.00km Heria to Palabani Palabani Khal Length-5.80km within Block-Nandigram-II Khejuri-I
2026_IWD_993759_1
WBIW/EE/CID/e-NIT-35/2025-26
Open Tender
CIVIL WORKS
Percentage
30 days
Nandigram-II
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,376
17 Feb 2026
26 Jan 2026
2 Feb 2026
26 Jan 2026
2 Feb 2026
26 Jan 2026
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. b) Detailed Investigation
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
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. b) When drilling mud “Bentonite of suitable consistency” is used to prevent collapse of bore hole. (i) Depth 0m to 10m
A. Laboratory Investigation: iii) Grain size analysis by Sieving as per IS 2720 (Part – IV).
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
B. Field Investigation: iii) Collection of Samples from the bore hole made as per B-a (b) Disturbed
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
N.B. Rates are inclusive of 18% GST & 1% CESS.
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