Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date18 Feb 2025
Closing Soon28 Feb 2025
Tender Amount₹ 4,23,971
Costs
EMD
₹ 8,479Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbpwd/ee/hcd/ Nite-31 Of 2024-2025
Description
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Contact
Tender Id
2025_PWD_817037_1Tender No
WBPWD/EE/HCD/ NITe-31 of 2024-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
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Documents
BOQ Items
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(ii) Depth greater than 10m and upto 20m
60
350
21000
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(iii) Depth greater than 20m and upto 30m
60
420
25200
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B. Field Investigation:
v) Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost.
i) 0.0 m - 10.00 m
24
230
5520
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ii) 10.00 m - 20.00 m
24
350
8400
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iii) 20.00 m - 30.00 m
24
460
11040
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vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
(i) 0.0m - 10.0m
24
350
8400
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(ii) 10.0m-20.0m
24
460
11040
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(iii) 20.0m to 30.0 m
24
570
13680
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iii) Collection of Samples from the bore hole made as per B-a
b) Disturbed
24
120
2880
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i) Liquid Limit as per IS 2720 (Part – V). (50 % of sample collected)
36
350
12600
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ii) Plastic Limit as per IS 2720 (Part – V)
(50 % of sample collected)
36
350
12600
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iii) Grain size analysis by Sieving as per IS 2720 (Part – IV).
(25 % of sample collected)
18
530
9540
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iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
(25 % of sample collected)
18
690
12420
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vi) Determination of Specific Gravity as per IS 2720 (Part – III).
(20 % of sample collected)
15
460
6900
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viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X).
(30 % of sample collected)
a) Undisturbed.
22
690
15180
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b) Remoulded.
22
920
20240
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xii) Determination of Water ContentDry Density relation usingheavy compaction as per IS 2720 (Part – VIII).
22
1590
34980
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xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV).
(20 % of sample collected)
15
920
13800
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xvi) Tri-Axial Shear Test.
b) 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).
(50 % of sample collected)
36
1150
41400
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xvii) Laboratory Determination of Permeability as per IS 2720 (Part– XVII).
(25 % of sample collected)
18
690
12420
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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.
b) Detailed Investigation
1
12500
12500
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GST-18% (SGST=9% & CGST=9%) ADD
355740
18
64033
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LABOUR WELFARE CESS = 1% ADD
419773
1
4198
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