Irrigation And CAD Department Tender

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Irrigation And CAD Department Tender

Works
Civil And Construction
Consultancy Services
Civil And Architectural Services
Opening Date8 Dec 2023
Closing Date16 Dec 2023
Tender Amount₹ 29,84,151 
Notes
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BOQ Items

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Geo Technical Investigation;Differential free swell Index

12

502

6024

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Geo Technical Investigation;Specific Gravity

12

1150

13800

... More
Geo Technical Investigation;Field Density

12

614

7368

... More
Geo Technical Investigation;Permeability Test by static head method

9

1380

12420

... More
Geo Technical Investigation;Un-consolidated un-drained Triaxial test without pore pressure measurements

12

3240

38880

... More
Geo Technical Investigation;Un-consolidated un-drained Direct Shear Test without pore pressure measurements

12

25500

306000

... More
Geo Technical Investigation;Dry Density & OMC by Standard Proctor's Test

12

2120

25440

... More
Geo Technical Investigation;Drilling 80 mm dia hole through over-burden using casing shoe bit vertical or inclined upto 10 degrees to vertical as directed including cost of all materials, machinery, labour, water charges, reaming, collection of wash samples at suitable intervals, logging and lebelling,supplying honne wood core box, fixing casing pipes ( excluding cost of casing pipes ) etc.,For Embankment portion for all soils at ch 22.50

28.3

1635

46282

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Geo Technical Investigation;Drilling 47mm (BX) dia hole in Hard Rock using diamond core bit shoe) vertical /Inclined up to 10 degrees to vertical as directed including cost of all materials, machinery, labour, water charges,collection of core samples, logging lebelling, supply honne wood core box and redrilling in case of collapse of sides etc., complete for depth above 30 m from surface.in Composite dam portion both left and Right side of dam for Hard Rock

84.9

7894

670252

... More
Geo Technical Investigation;Drilling 47mm (BX) dia hole in Hard Rock using diamond core bit shoe) vertical /Inclined up to 10 degrees to vertical as directed including cost of all materials, machinery, labour, water charges,collection of core samples, logging lebelling, supply honne wood core box and redrilling in case of collapse of sides etc., complete for depth above 30 m from surface.in Composite dam portion both left and Right side of dam bore hole along the proposed alignment by DSPR (D/S of spillway at 100 m away)

137.2

7894

1083139

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Geo Technical Investigation;Laboratory Tests foundation rock( Samples collected from Bore Holes) in Rocks unconfined compressive strength

3

945

2835

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Geo Technical Investigation;static modulus of elastity

3

2540

7620

... More
Geo Technical Investigation;density

3

614

1842

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Geo Technical Investigation;Field Permeability Test at every 3 m intervel

56

1380

77280

... More
Geo Technical Investigation;Triaxial Shear Test on Rock Core Samples

3

11700

35100

... More
Geo Technical Investigation;Laboratory Tests dam body spillway and peirCutting 15 cm. dia Cores in stone masonry (Each) by non vibrating diomond drilling technicque/ double tube barrel/tripple tube barrel by rorary diamond technique

8

4710

37680

... More
Geo Technical Investigation;cement capping CC cores

8

567

4536

... More
Geo Technical Investigation;unconfined compressive strength

2

945

1890

... More
Geo Technical Investigation;static modulus of elastity

2

2540

5080

... More
Geo Technical Investigation;density of masonry

2

614

1228

... More
Geo Technical Investigation;in situ Permeability Test

7

1380

9660

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Geo Technical Investigation;reasearch officer

1

4450

4450

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Geo Technical Investigation;asst. reasearch officer

1

3810

3810

... More
Geo Technical Investigation;Reasearch Assistant

1

3300

3300

... More
Geo Technical Investigation;Observer

1

2750

2750

... More
Geo Technical Investigation;compilation of charges ( Stationary, typing and postage etc)

1

600

600

... More
Geo Technical Investigation;vediography or acoustic bore hole tele viewer

1

5000

5000

... More
Geo Technical Investigation;log boxes

6

7000

42000

... More
Geo Technical Investigation;filling of samples collected holes in rock and dam body with accofine cementitious grouts

29

25

725



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