Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Excavation
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date18 Feb 2025
Closing Soon28 Feb 2025
Tender Amount₹ 1,25,699 
Notes
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Costs

Summary

Wbpwd/ee/prldn/niet_34 /24-25/1

Description

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DO_NOT_SHOW

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

12

350

4200

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

10

350

3500

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

10

530

5300

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

10

690

6900

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

10

140

1400

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

10

460

4600

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

10

570

5700

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

3

690

2070

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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)

3

920

2760

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B Field Investigation: ii) Collection of Undisturbed Samples from the open pits (Pits to be dug by client):- (b) Disturbed

3

350

1050

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iv) Collection of Undisturbed Samples by core cutter method (i)0.0m - 10.0m

10

120

1200

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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

10

350

3500

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B. (I) FIELD TEST ON ROCKS : Boring and drilling of rocks and collection / recovery of rock core including supplying information on the physical condition and type of rock, length of pieces of core, joints,colour, weathering changes and other effects in the drilling logs as per IS 4464 and IS 5313 complete. a) By Diamond Drills

6

1850

11100

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(II) LABORATORY TEST ON ROCKS (i) Compressive Strength of Rock as per IS 1121 (Part-I)

6

580

3480

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(v) Determination of True Specific Gravity as per IS 1122

9

460

4140

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(vi) Determination of Water Absorption as per IS: 1124

9

230

2070

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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

12500

12500

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Sub Total

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-

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GST 18%

1

18984

18984.6

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CESS 1%

1

1244

1244.55



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