Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Excavation
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date21 Jan 2025
Closing Soon11 Feb 2025
Tender Amount₹ 1,60,761
Costs
EMD
₹ 3,215Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbpwd/dhsd/ss/ae/ Enit-11/2024-2025 Sl1
Description
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Contact
Tender Id
2025_WBPWD_804673_1Tender No
WBPWD/DHSD/SS/AE/ eNIT-11/2024-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
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BOQ Items
... More
(ii) Depth greater than 10m and upto 20m
20
476
9534
... More
(iii) Depth greater than 20m and upto 30m
20
560
11203
... More
A. Laboratory Investigation:
i) Liquid Limit as per IS 2720 (Part – V).
20
417
8343
... More
ii) Plastic Limit as per IS 2720 (Part – V)
20
417
8343
... More
iii) Grain size analysis by Sieving as per IS 2720 (Part – IV).
20
631
12633
... More
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
10
822
8223
... More
v) Determination of Water Content as per IS 2720 (Part – II).
40
166
6674
... More
vi) Determination of Specific Gravity as per IS 2720 (Part – III).
10
548
5482
... More
vii) Direct Shear Test as per IS 2720 (Part – XIII).
4
679
2717
... More
xiv) Detemination of Consolidation Properties as per IS 2720 (Part-XIV).
4
1096
4386
... More
xvi) Tri-Axial Shear Test.
a) 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).
4
1096
4386
... More
B Field Investigation:
i) Shallow boring by auger and collection of disturbed sample upto 10m. Depth (In Clayey Silty soil)
a) 0m.-6.0m.
5
417
2086
... More
iii) Collection of Samples from the bore hole made as per B-a
(a)Undisturbed
10
417
4171
... More
(b) Disturbed
10
143
1430
... More
vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
(i)0.0m - 10.0m
10
417
4171
... More
(ii)10.0m-20.0m
10
548
5482
... More
(iii)20.0m-30.0m
10
679
6793
... More
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
1
14897
14898
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