Irrigation And Waterways Department Tender
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Irrigation And Waterways Department - IWD Tender
Civil And Construction
Bridge Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date8 Mar 2025
Closing Soon17 Mar 2025
Tender Amount₹ 2,05,170
Costs
EMD
₹ 4,103Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Soil Investigation For The Proposed Construction Of A New Bridge Over River Khari Connecting Khurul And Parhat Area Under D. C. No.-iii Sub-division Of Damodar Canal Division Within G.p- Mahachanda, Block-bhatar, Distpurba Bardhaman
Description
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Contact
Tender Id
2025_IWD_823069_1Tender No
WBIW/EE-II/DCD/eNIT-30/2024-25Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://http://hid.gov.in/
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Documents
BOQ Items
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iii) Depth greater than 20m and upto 30m.
30
560
16805
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B. Field Investigation:
iii) Collection of Samples from the bore hole
made as per B-a.
(a) Undisturbed.
15
417
6257
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(b) Disturbed.
45
143
6436
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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.
15
417
6257
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(ii) 10.0m - 20.0m.
15
548
8223
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(iii) 20.0m - 30.0m.
15
679
10190
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A. Laboratory Investigation:
i) Liquid Limit as per IS 2720 (Part – V).
15
417
6257
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ii) Plastic Limit as per IS 2720 (Part – V)
15
417
6257
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iii) Grain size analysis by Sieving as per IS 2720
(Part – IV).
15
631
9475
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iv) Grain size analysis by Hydrometer Method as
per IS 2720 (Part – IV).
15
822
12335
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v) Determination of Water Content as per IS
2720 (Part – II).
15
166
2503
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vi) Determination of Specific Gravity as per IS
2720 (Part – III).
15
548
8223
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xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV).
15
1096
16447
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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).
15
1096
16447
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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. (Note: Some samples are to be kept at Sub-Division Office for Additional testing By the Engineer-in-Charge.)
1
1906
1907
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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
14897
14898
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