Irrigation And Waterways Department Tender

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Irrigation And Waterways Department Tender

Works
Civil And Construction
Excavation
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date11 Nov 2024
Closing Soon19 Nov 2024
Tender Amount₹ 1,79,190 
Notes
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Description

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(iii) Depth greater than 20m and upto 30m

30

500

15017

... More
c) Extra for boring in water (1.2m and higher depths).

1

12716

12717

... More
A. Laboratory investigation i) Liquid Limit as per IS 2720 (Part – V).

12

417

5006

... More
ii) Plastic Limit as per IS 2720 (Part – V)

12

417

5006

... More
iii) Grain size analysis by Sieving as per IS 2720(Part – IV).

12

631

7580

... More
iv) Grain size analysis by Hydrometer Method asper IS 2720 (Part – IV).

12

822

9868

... More
v) Determination of Water Content as per IS 2720 (Part – II).

12

166

2002

... More
vi) Determination of Specific Gravity as per IS 2720 (Part –III).

12

548

6579

... More
viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X). a) Undisturbed

12

822

9868

... More
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).

12

1370

16447

... More
B.Field Investigation iii) Collection of samples from the bore hole made as per B (a) Undisturbed

12

417

5006

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(b) Disturbed

12

143

1716

... 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

9

417

3754

... More
(ii) 10.0m-20.0m

9

548

4934

... More
(iii) 20.0m-30.0m

9

679

6114

... 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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