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Tender Value
Refer Docs
EMD Value
₹4,000
Closing Date
30 Sept 2026, 12:00 pm3d left
ASSISTANT ENGINEER,PWD,BKPSD-I
Mangal Pandey Uddyan Gandhi Ghat Barrackpore
Construction of proposed 25 bedded Girls Hostel building at Rishi bankam Chandra College, Naihati, District - North 24 Parganas under Barrackpore Division, P.W.Dte during the year 2026-27 - Sub-soil investigation.
2026_WBPWD_5023244_1
WBPWD/AE/BKPSD-I/NIeQ-13/26-27
Open Tender
CIVIL WORKS
Item Rate
15 days
BARRACKPORE
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,000
30 Sept 2026
9 Sept 2026
3 Oct 2026
9 Sept 2026
30 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | BUILDING 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 upboring 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 Payment will be made after successful completion of work. | 1 | LS | - | - |
| 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 . b) When drilling mud "Bentonite of suitable consistency" is used to prevent collapse of bore hole. (i) Depth 0m to 10m | 20 | mtr | - | - |
| 3 | (ii) Depth greater than 10m and upto 20m | 20 | mtr | - | - |
| 4 | A. Laboratory Investigation:
i) Liquid Limit as per Is 2720 (Part-v) | 10 | each | - | - |
| 5 | ii) Plastic Limit as per IS 2720 (Part-v) | 10 | each | - | - |
| 6 | iii)Grain size analysis by Sieving as per IS 2720 (Part-IV). | 25 | each | - | - |
| 7 | iv)Grain size analysis by Sieving Hydrometer Method as per IS 2720 (Part-IV). | 25 | each | - | - |
| 8 | v) Determination of Water Content as per IS 2720 (Part-II). | 12 | each | - | - |
| 9 | vi) Determination of Specific Gravity as per IS 2720 (Part-III). | - | each | - | - |
| 10 | vii) Direct Shear Test as per IS 2720 (Part-XIII). | 6 | each | - | - |
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2911.pdf
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BOQ_5106566.xls
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DateCorrigendum_NIQ13.pdf
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