Irrigation And Waterways Department Tender

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Irrigation And Waterways Department - IWD Tender

Works
Civil And Construction
Bridge Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date16 Nov 2024
Closing Soon25 Nov 2024
Tender Amount₹ 2,30,689 
Notes
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Costs

Description

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BOQ Items

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Depth greater than 10.00m and upto 20.00m

30

417

12514

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Depth greater than 20.00m and upto 30.00m

30

500

15017

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Extra for boring in water (1.2 m and higher depth)

1

12716

12717

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

12

417

5006

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Field Investigation: Collection of Samples from the bore hole made as per B-a Disturbed

6

143

858

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Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131. sample to be collect 1.5m interval . 0.0m - 10.0m

9

417

3754

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Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131. sample to be collect 1.5m interval . 10.0m - 20.0m

15

548

8223

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Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131. sample to be collect 1.5m interval . 20.0m - 30.0m

18

679

12228

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Liquid Limit as per IS 2720 (Part – V).

12

417

5006

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Plastic Limit as per IS 2720 (Part – V)

12

417

5006

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

12

631

7580

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

12

822

9868

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

12

166

2002

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

12

548

6579

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Direct Shear Test as per IS 2720 (Part – XIII).

12

679

8152

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Determination of unconfined compression strength test as per IS 2720 (part-x) a.) undisturbed

12

822

9868

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Determination of sand content as per IS 2720 (part-IV)

12

488

5864

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Determination of shrinkage Factor as per IS 2720(part-VI)

12

607

7294

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Determination of consolidation properties as per IS 2720 (part- XIV)

12

1096

13158

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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).

12

1096

13158

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Laboratory Determination of Permeability as per IS 2720 (Part– XVII).

12

822

9868

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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

14897

14898



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