Irrigation And Waterways Department Tender

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Irrigation And Waterways Department Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date15 Nov 2024
Closing Soon22 Nov 2024
Tender Amount₹ 1,42,742 
Notes
Download

Costs

Summary

E-nit No - Wbiw/ee-ii/joy/nit- 4(e)/ 2024-25 Sl05

Description

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BOQ Items

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Depth 0m to 10 m

30

345

10369

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Depth greater than 10m and upto 15 m

15

417

6257

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

1

12716

12717

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Laboratory Investigation

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

6

417

2503

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

6

417

2503

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

6

631

3790

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Grain size analysis by Hydrometer Methodper IS 2720 (Part – IV).

6

822

4934

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Determination of Water Content as per2720 (Part – II).

4

166

667

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

6

548

3289

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

4

679

2717

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

6

822

4934

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Determination of Unconfined Compression Strength as per IS 2720 (Part – X). Remoulded

4

1096

4386

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

6

1096

6579

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Tri-Axial Shear Test

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-

-

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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 – XI).

12

1370

16447

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

4

822

3289

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FieldTest: Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost

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-

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0.00m. - 10.00 m.

3

274

822

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10.00m. - 15.00 m.

3

417

1251

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Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.

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-

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0.00m. - 10.00 m.

9

417

3754

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10.00m. - 15.00 m.

9

548

4934

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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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