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Tender Value
Refer Docs
EMD Value
₹2,500
Closing Date
7 Oct 2026, 12:00 pm
Executive Engineer, Msd Divn, Social Sector, P.W.D
Office of the Executive Engineer, Murshidabad Division, Social Sector, P.W.Dte., Court Compound, Laldighi West, Berhampore, Murshidabad, PIN 742101
Sub-soil Investigation for construction of Primary Health Center at Bazegazipur PHC, Suti-II in the district of Murshidabad.
2026_WBPWD_5022691_5
WBPWD/SS/EE/MSD/eNIQ-05/ 2026-2027
Open Tender
CIVIL WORKS
Item Rate
15 days
Berhampore
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,500
Yes
7 Oct 2026
11 Sept 2026
9 Oct 2026
11 Sept 2026
7 Oct 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Soil Exploration Works:
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, co
Detailed Investigation | 1 | L.S. | - | - |
| 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 | 1 | Each | - | - |
| 3 | 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 Engine.
When drilling mud “Bentonite of suitable consistency” is used to prevent collapse of bore hole.
Depth 0m to 10m | 20 | Mtr | - | - |
| 3.1 | Depth greater than 10m and upto 20m | 10 | Mtr | - | - |
| 4 | Laboratory Investigation:
Liquid Limit as per IS 2720 (Part – V). | 4 | Each | - | - |
| 4.01 | Plastic Limit as per IS 2720 (Part – V) | 4 | Each | - | - |
| 4.02 | Grain size analysis by Sieving as per IS 2720 (Part – IV). | 3 | Each | - | - |
| 4.03 | Determination of Water Content as per IS 2720 (Part – II). | 4 | Each | - | - |
| 4.04 | Determination of Specific Gravity as per IS 2720 (Part – III). | 4 | Each | - | - |
| 4.05 | Direct Shear Test as per IS 2720 (Part – XIII) | 3 | Each | - | - |
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