4

70

4 4.1 Factor F = Factor F 1. 2. 2.1 71

2.2 0.30 0.50 2.3 ( 2.1 ) ( 2.2 ) 3. Side Slope V = ( A1 + 4A2 + A3 ) L/6 V = A1 A3 = A2 L = =

Planimetre side slope 1: 1 1 ( Waste Berm ) 3 + 0.10 . 72

4. 1.00 . 5. Profile Side Slope 0.5:1 Specification 6. 6.1 6.2 6.3 6.4 73

Rubber Water Stop 7. ( ...) 8. 9. Filter Materials Filter Materials

74

4.2 1. 1.1 - 1.2 - = = /.. /..

2. - = /..

3. 3.1 - = = 1/2 x /..

3.2 - - ............... - ( (2) x ) (1)+(3) 3.3 - - - ............... (2)+(3) - ( (4) x ) (1)+(5)

= = = = = = = = = = (2) (3) (4) (2)

(1)

(3) (4) (1)

/.. /.. () /.. /.. /.. /.. () /.. () /.. () /.. /..75

(5) (4)

4. 4.1 - 4.2 - = = /.. /..

5. - = /

6. - - - .......... (2)+(3) - ( (4) x ) (1)+(5) = = = = = = (2) (3) (4) (5) (1) /.. /.. () /.. () /.. /.. /..

7. 7.1 - = = 1 x /..

1. 2.

76

7.2 - (/) 15.00-15.99 16.00-16.99 17.00-17.99 18.00.18.99 19.00-19.99 20.00-20.99 21.00-21.99 22.00-22.99 23.00-23.99 24.00-24.99 25.00-25.99 26.00-26.99 27.00-27.99 (/..) 104.35 104.96 105.58 106.19 106.81 107.42 108.04 108.65 109.27 109.88 110.5 111.11 111.73 28.00-28.99 29.00-29.99 30.00-30.99 31.00-31.99 32.00.-32.99 33.00-33.99 34.00-34.99 35.00-35.99 36.00-36.99 37.00-37.99 38.00-38.99 39.00-39.99 = (/) /.. (/..) 112.34 112.96 113.57 114.19 114.80 115.42 116.03 116.65 117.26 117.88 118.49 119.11

1. . 2. 7.3 - - ( (1) x ) - (2)+(3) = = = = (1) (2) (3) /.. () /.. /.. /..77

1. . - = (1) /..() - ......... (1)+(2) - 3. - = = - = = - / - ........... (1)+(2)+(3)+(4) = = = [ (/ ) x(1/2) ] (1600x3)x1.25 (1) /..() ( 0.30 x ) ( 3 x 1.25 ) (2) (3) (4) (5) /..() /..() /..() /..() = = = (2) (3) /..() /..() /..()

2.

* ** 0.30 3.00

8. - - - - ............. (1)+(2)+(3)+(4) = = = = = (1) (2) (3) (4) (5) /.. () /.. () /.. () /.. () /.. ()78

- ( (5) x ) - (6)+(7)

= = =

(6) (7)

/.. /.. /..

, , - = = ( 1.00 x ) ( 2.50 x 1.25 ) /..()

9. 9.1 - - * = = * = = = [ (1) + (4) ] = = = ( ..(..) x ) (2) (..(..)x 0.06/2)x( ..) (3) [ (2) + (3)] / (4) /.. /.. = (1) /.. ( 3)

1. - 2 - 0.06 ../.. - 79

- ( 1 1/2 "x3"x3.5-4 .) ( 1"x6"-8"x4 .) 2. , (Spillway) , (River Outlet Canal Outlet) , Concrete Mixing Plant - = 10 x (*) = (1) / - (**) = (2) / (1) + = (3) / (2) = (3) / (***) = (4) /.. - Concrete Pump (4) +(5) * ** 329.24 *** 120 = (5) /..

= /.. / ../

9.2 - = (1) /. - = ( ) x 0.10 = (2) /. - = (3) /. (1) + (2) + (3) = /. 1. SR.24 6 , 9 , 12 , 15 19 . 2. 3.55 /.

80

10. - = ( 3) /..

11. ............- = (1) ( 3) (1) x (.) = - = - * = = * = = = [ (2) + (3) + (6) ] = = (.. (..) X ) (4) (..(..)x 0.06/2)x( ..) (5) [ (4) + (5)] / (..) (6) /.. /.. /.. (2) (3) /.. /..

- 1 9.1 4 - 8.66 /..

12. - - * = = * = = (.. (..) X ) (2) (..(..)x 0.06/2)x( ..) (3) 81

=

(1)

/..

( 3)

= [ (1) + (4) ]

= = =

[ (2)+(3)] / (..) (4) /.. /..

- 1 9.1

13. 13.1 .............. - = ( 3) /..

13.2 .............. - = /.. ( 3) 13.3 - = /.. ( 3) 13.4 .......... - = /.. ( 3) 13.5 ROCKFILL TOE - ROCKFILL TOE = /.. ( 3 ) 13.6 .......... /.. - = (1) () (1) x (*) = (2) /.. /.. - = (3) () (3) x (**) = (4) /.. - = (5) /.. /.. - = (6) ()82

- ......... (6) + (7) - ( (8) x 1.4 () - = [ (2) + (4) + (5) + (9) + (10) ] 85%

= = = =

(7 ) (8) (9) (10)

/.. () /.. () /.. /.. /..

1 .. 1) + = 2 (..)- - 15% = = = = 0.884 0.133 1.017

(*)

1.02

(..)- - 20% (**) = = = = 0.549 0.11 0.659 0.66

2) + = 1 1/2 (..)- - 15% = = = 0.892 0.134 1.02683

(*)

= = = = =

1.03 0.547 0.109 0.656 0.66

(..)- - 20% (**)

3) + = 1 1/2 ( # 2) (..)- - 15% (*) = = = = = = = = 0.667 0.1 0.767 0.77 0.917 0.183 1.100 1.10

(..)- - 20% (**)

13.7 ...........- - (1) + (2) - 30% = (1)x 0.30 = = = (1) (2) /.. /.. /..

-

13.8 GABION , MATTRESS- (1) x (..) - (2) + (3) = = = (1) (2) (3) / /.. /.. /..

84

- - 3

14. ............- - (1) + (2) = (1)x 0.30 = = = (1) (2) /.. /.. /..

- - 30%

15. 15.1 ............ - - - (1) + (2) + (3) = = = = (1) (2) (3) / / / /

- - 10 13 - - 300 - ....... = ........x 13 + 300 = (1) / 1 (.) 0.20 0.30 0.40 0.50 / () 60 48 32 28 = = ( / ) 64 96 128 15885

(1)

/ /

0.60 0.70 0.80 1.00 1.50

24 18 10 8 5

188 241 290 344 421

15.2 PVC , AC , HDPE , PE , , , , , = (1) - = (2) - = (1) x 0.15 = / = {(1)+(2)}/ - - 15%

16. ( Joint Selant Compound , Coated Paper , , Elastic Joint Filler , Sealing Compound , Pastic Joint Filler , Celotex w/c Tar , Mastic Joint Sealer , Elastomatic Braeing Pad , Asphalt Paper , Water Stop ) = - = - = x 0.15 (1) + (2) = (1) (2) / / /

- - 15% -

17. ()

18. ( . , , , , ,86

) 18.1 ............... - - = (1)+(2)/ (.)

= ==

(1) (2)

/

- - ( ) 18.2 ( Static Load Test , Dynamic Load Test , Pile Integrity Test (Seismic Test) ) = -

/

- (

19. - = /x - = x 0.30 = (1) /

(1) + (2)

= =

(2)

/

/

- - 30 %

20. - - Top Soil 5 10 = (2) x 2 15 = (2) x 3 - - (1)+[(2)+ (3)+ (4)]+(5)+(6) = = = = = = = (1) (2) (3) (4) (5) (6) /.. /.. /.. /.. /.. /.. /..87

- Top Soil 5 . 3

21. - - = (1) x 0.30 (1)+(2) - = (3) / - 30% - = = = =

(1)(2) (3)

/

-

22. - - = (1) x 0.30 (1)+(2) - 30% = = = (1) (2)

-

23. , - - = (1) x 0.30 (1)+(2) = = = (1) (2) / / /

- - 30%

24. - /88

- 3 25 % - 3

25. (STOPPLANT OR STEEL BULKHEAD) ( ) 26. - = / -

27. - - = (1) x 0.30 (1)+(2) = = =

(1)(2)

/ / /

- - 30%

28. 28.1 28.2 = = /.. /..

- 28.1 28.2 ( 3.2) ( 7.3)

89

29. - 30. ()

=

/..

31. - - ................ (1) + (2) - = (3) x 1.40 x 0.90 - = = = = = (1) (2) (3) (4) (5) /.. () /.. () /.. () /.. /.. /..

= (4) + (5) - 90 % - 85 % - 1 2 ..

32. - - ................ (1) + (2) - = (3) x 1.40 - (4) + (5) = = = = = = (1) (2) (3) (4) (5) /.. () /.. () /.. () /.. /.. /..

- 85 % - 1 2 ..

90

33. - - = (1) x 0.30 (1)+(2) = = = (1) (2)

- - 30%

34. CONTROL HOUSE ................. ()

35. STEEL LINER 35.1 - - = (1) x 0.15 = {(1)+(2)}/ = = = (1) (2) /

- - 15% 35.2 - - = (1) x 0.15 = (1) + (2) = = = (1) (2) / / /

- - 15%

36. GATE VALE , HIGH PRESUREGATE , BUTTERFLY VALVE - = /

- 91

37. - - = (1) x 0.30 = (1) + (2) = = = (1) (2) / / /

- - 30%

38. ANCHOR BAR ................- .... =...... - ....... = ................ - Nonshrink Compound = .... (2) + (3) - 30% = (4) x 0.30 = = = = = = (1) (2) (3) (4) (5)

= (1)+(4)+(5)

39. - = /

-

40. - - = (1) x 0.30 = (1) + (2) - 30% = = (1) (2) /. /. /.

-

92

41. -

=

/

-

42. ( 3)

43. (Cement Jet Grouting) 0.80-1.00 .( (..) X - (/..)) = (1) ( 3) = = = - - MOBILIZATION = = = = = ( (.) X (/.)) (2) ( ( ) X (/)) (3) (4) [(1) + (2) + (3) + (4)] / (..) /..

-

1. (Specification) 2. - 1 200 ( 100 ) 1 - 1 93

= 12x * = (1) / = - 25 ** (2) / = (1) + (2) (3) / = (3) x 1 (/) = (4) / = - (5%) (4) x 0.05 = (5) / = (4)+(5) / * ** 25 3. MOBILIZATION = - ............. ............x100 () = (1) -

- 25 **

=

(/)x(4)

= (2) = (1)+(2) * 25 - MOBILIZATION 100 - 25 4 - - 10 4. 1 /.. 4"x8" 12 . 6 5. 30 1 2 15 1 3

44. Slush Grouting( 3)

94

45. Dental Concrete( 3)

46.-48. "" , "" ( 8)

49. () - () - ................ (1) + (2) - = ( (3) x ) - (BLEND) - (4) + (5) + (6) = = = = = = (1) (2) (3) (4) (5) (6) /.. () /.. () /.. () /.. /.. /.. /..

50.-55. Prime Coat Leveling ()

56.-59. Guide Post , Guard Post Guard Rail()

60. ()

95