Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Geotechnical Sub-soil Investigation And Topographical Survey in Alipurduar, West Bengal, with an estimated contract value of Rs. 2,03,455. The bid opening date for this tender is 28-04-2025 and the last date for bid submission is 13-05-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date28 Apr 2025
Closing Date13 May 2025
Tender Amount₹ 2,03,455
Costs
EMD
₹ 4,069Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Geotechnical Sub-soil Investigation And Topographical Survey
Description
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Contact
Tender Id
2025_WBPWD_839846_1Bid Award Id
ViewTender No
WBPWD/EE/APD/SS/PWD/NIeT-01 OF 2025-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
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BOQ Items
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Field Investigation: Collection of Samples from the bore hole
made as per B-a Disturbed
18
120
2160
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Collection of Undisturbed soil sample from the
bore hole to be made by the concerned
Division / Party at their cost. 0.0m - 10.0m
9
230
2070
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Standard Penetration Tests (S.P.T.) by Split
Spoon Sampler in the bore hole as per IS
2131. 0.0m - 10.0m
36
350
12600
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10.0m-20.0m
18
460
8280
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Laboratory Investigation: Liquid Limit as per IS 2720 (Part – V).
3
350
1050
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Plastic Limit as per IS 2720 (Part – V)
3
350
1050
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Grain size analysis by Sieving as per IS 2720
(Part – IV).
9
530
4770
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Grain size analysis by Hydrometer Method as
per IS 2720 (Part – IV).
9
690
6210
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Determination of Water Content as per IS
2720 (Part – II).
9
140
1260
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Determination of Specific Gravity as per IS
2720 (Part – III).
9
460
4140
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Direct Shear Test as per IS 2720 (Part – XIII).
9
570
5130
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Determination of Unconfined Compression
Strength as per IS 2720 (Part – X). Undisturbed.
9
690
6210
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Remoulded.
9
920
8280
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Determination of Consolidation Properties as
per IS 2720 (Part – XIV).
3
920
2760
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Tri-Axial Shear Test. Determination of Shear strength
Parameters of a specimen tested in
Unconsolidated Undrained Tri-axial
compression without measurement of
pore water pressure as per IS 2720 (Part –
XI).
9
920
8280
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Determination of Consolidation Properties as
per IS 2720 (Part – XIV).
6
920
5520
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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
1600
1600
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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. Detailed Investigation
1
12500
12500
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Topographical Survey & levelling using ATS machine including plotting of the existing features in the area to be surveyed following latest relevant IS codes of practice of submission of drawings in 6 nos. hard copies and one soft copy , including identification of utility services and maintaining the accuracy level as per IS codes along with of still photographs & Video of each site.(Approx Quantity) (Quoted rate should be incorporated with 18% GST)
2920
2
5840
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Add 18% GST on sum of Amount of Sl no-01 to Sl no 05
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18
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