Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date12 Feb 2025
Closing Soon19 Feb 2025
Tender Amount₹ 97,060
Costs
EMD
₹ 1,941Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbpwd/ss/ee/msd/enit-19/ 2024-2025 (sl. 2)
Description
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Contact
Tender Id
2025_WBPWD_813559_2Tender No
WBPWD/SS/EE/MSD/eNIT-19/ 2024-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
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Documents
Special Terms and Conditions
BOQ Items
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Depth greater than 10m and upto 20m
10
400
4000
... More
Laboratory Investigation:
Liquid Limit as per IS 2720 (Part – V).
4
350
1400
... More
Plastic Limit as per IS 2720 (Part – V)
4
350
1400
... More
Grain size analysis by Sieving as per IS 2720 (Part – IV).
3
530
1590
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Determination of Water Content as per IS 2720 (Part – II).
4
140
560
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Determination of Specific Gravity as per IS 2720 (Part – III).
4
460
1840
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Direct Shear Test as per IS 2720 (Part – XIII)
3
570
1710
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Determination of Unconfined Compression Strength as per IS 2720 (Part – X).
Undisturbed
4
690
2760
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Determination of Consolidation Properties as per IS 2720 (Part – XIV).
4
920
3680
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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).
3
920
2760
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Determination of Shear strength Parameters of a specimen tested in Consolidated Undrained Tri-axial compression Test with measurement of pore water pressure as per IS 2720 (Part – XII).
3
1150
3450
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Determination of Shear strength Parameters of a soil from Consolidated Drained Test as per IS 2720 (Part – X).
3
1380
4140
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Field Investigation:
Shallow boring by auger and collection of disturbed sample upto 10m. Depth (In Clayey Silty soil)
0m.-6.0m.
3
350
1050
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Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost.
0m.-10m.
5
230
1150
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Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.0m.-10m.
5
350
1750
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10m.-20m.
5
460
2300
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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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Add :- G.S.T @ 18%
81440
18
14659
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Add : Labour Welfare Cess @ 1%
96099
1
961
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