Irrigation And Waterways Department Tender

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Irrigation And Waterways Department Tender

Works
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date11 Nov 2024
Closing Soon18 Nov 2024
Tender Amount₹ 4,59,919 
Notes
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Description

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

60

560

33609

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B. Field Investigation: iii) Collection of Samples from the bore hole made as per B-a. (a) Undisturbed.

60

417

25028

... More
(b) Disturbed.

60

143

8581

... 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.

60

417

25028

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

60

548

32894

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

60

679

40760

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

30

417

12514

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

30

417

12514

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

30

631

18950

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

30

822

24670

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

60

166

10011

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

30

548

16447

... More
xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV).

30

1096

32894

... 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).

30

1096

32894

... More
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.)

3

1906

5721

... 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

3

14897

44693



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