National Capital Region Transport Corporation Tender

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National Capital Region Transport Corporation - NCRTC Tender

Works
Civil And Construction
Eprocure
Opening Date25 May 2019
Closing Date2 Jul 2019
Tender Amount₹ 1,02,23,157 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

... More
DO_NOT_SHOW

-

-

-

View all details for FREE
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GL – 10m

1881

789033

419.48

... More
10 – 20m

1881

977926

519.9

... More
More than 20m up 45 m depth

4788

2859899

597.31

... More
Drilling in Rock required cutting by diamond bits/cutters.

-

-

-

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Weathered Rock

315

1517390

4817.11

... More
Hard Rock

135

935428

6929.1

... More
Carry out SPT tests

5700

751280

131.8

... More
Collect disturbed samples

5700

482996

84.74

... More
Collect UD samples

2850

336899

118.21

... More
Conduct permeability test In over burden soil

-

-

-

... More
In over burden soil

190

389950

2052.37

... More
in Rock with packers

10

51079

5107.92

... More
Collect water samples

200

7531

37.66

... More
Survey of all boreholes including plotting of a co ordinate (XYZ) on alignment plan

12.4

9339

753.16

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Conducting crosshole shear wave test (CHSWT) in bore hole in all types of strata at all depths such as 2m, 4m, 6m, 8m, 10m, 13m, 16m, 19m, 22m, 25m, 28m, 31m, 35m, 38m & 40m below ground level including boring of required number of bore holes, preparation of boreholes, providing PVC liner, grouting and backfilling with sand after completion of the test etc all complete as per specification, drawings and as directed by the engineer-in-charge.

1

401080

401080

... More
Conducting pressuremeter test (PMT) in various bore holes in all types of strata at all depths such as 2m, 5m, 8m, 11m, 14m, 17m, 20m, 23m, 26m, 29m, 32m, 35m, 38m & 40m below ground level including preparation of bore hole of required size etc all complete as per specification, drawings and as directed by the engineer-in-charge. Cost of the borehole and backfilling etc shall be paid separately as per relevent BOQ item

1

81300

81300

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Conducting Plate Load Test (PLT) in various locations as per IS 1888 & specifications and as directed by the engineer -in -charge, plotting load intencity verses settlement curve, complete test in all respect

2

59620

29810

... More
Laboratory Tests

-

-

-

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Soil Samples

-

-

-

... More
Sieve Analysis

5700

182400

32

... More
Hydrometer Analysis

5700

351820

61.72

... More
Specific gravity

2850

134172

47.08

... More
Moisture Content

2850

53662

18.83

... More
Dry Density

2850

53662

18.83

... More
Atterberg Limits

5700

804974

141.22

... More
Consolidation Tests

566

266431

470.73

... More
Triaxial Shear Tests

-

-

-

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Undrained consolidated

566

106572

188.29

... More
Undrained unconsolidated test

566

106572

188.29

... More
Direct shear tests

906

290958

321.15

... More
Chemical Analysis

-

-

-

200

37658

188.29

200

37600

188

... More
Rock samples

-

-

-

... More
Density test

10

1673

167.37

... More
Water absorption and porosity

10

1673

167.37

... More
Determenation of Hardness

10

1380

138.08

... More
Unconfined compresstion test

10

4131

413.2

... More
Carry out point load index

10

5198

519.9

... More
Modulus of elasticity

10

6119

611.9

... More
Abrasion testing

10

5198

519.8

... More
Report

-

-

-

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Provide Draft factual reports (for each Km, 3 copies each)

12.4

11674

941.45

... More
Provide final report 1 set (6 copies)

1

6590

6590.18

... More
Provision of barricading boards as per the tender drawing at the location of each boreholes, provision of lighting, traffic marshals etc. complete as per the safety manual, maintaing, shifting of the entire setup to next location complete with all incidentals

200

881200

4406



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