Structural steel requirement for Shushrush Hospital(2419/2013/1002) dated-18.12.2013/25.1.2014

S.No Structural purpose Level (m) Weight (MT) Remarks

1 Structural support at 2.4 level -2.40 98.801

2 Structural support at 7.2 level -7.20 135.043

Total for supporting system at both the level 233.844

Change Management in Structural Strutting Drawings and Details

# Discussion Point as per document

1

2

3

4

5

6

MOM Dated - 03.04.2014 - ITDC requested to abandon the enabling piles in stage 1 (from grid 8 to 16) on east side, and provide support directly from the shore pile to the central enabling pile. Sewri opined that its possible, however he shall check the details and shall confirm by EOD 3rd April 2014. Sewri to issue the drawing on priority.

MOM Dated - 05.06.2014 - M/s Sewri consented to deletion of RCC pile cap and allowed the struts to directly be rested on and tied to the enabling piles.

MOM Dated - 12.06.2014 - Eliminating pile cap at -2.6m level. This activity shall reduce approx. 4 days. In this case strutting can be done directly on enabling pile. Sewri to confirm.Eliminating strutting at -6.2m level. This activity is on critical path, hence if eliminated, this activity will have reduction of duration by 15 days. Sewri to Confirm if it possible.

MOM Dated-08.08.2014; Beyond 6 Gride struting at Rl-2.6 mtr level to be done at Rl-2.0 Mtr level

Email Dated-25.08.2014; Pile obstructing / interfering with Shear Wall of Northern side Lift and Staircase can only be removed after placing 2 nos. ISMB 400 Sections between Enabling Piles in that grid between the remaining Piles, the Span being approx. 9.5M. This cross support has to be at both levels, i.e. -2.6M Level as well as -6.2M Level. The 2 nos. ISMB 400 will have to be placed throughout from East side Shore Piles to West side Shore Piles. Thus, 2 nos. ISMB 400 will span from East end to West end. To break the Span of 9.5M, place ISMB 300 at center of this East – West Cross Strut at both levels (i.e. -2.6M level as well as -6.2M level).

Email Dated - 12.11.2014 - In our opinion struts at lower levels (around -6.8 M level) can be eliminated and only top level strut (around -2.00m level) should be provided along with the diagonal bracing including diamond shaped, tertiary beams (MB150) as per the details given by M/s. Sewri.

Change Management in Structural Strutting Drawings and Details

Remarks

MOM not located

Mail not located

Impact due to decisions from structural consultant and site

conditions.Actual Change in

quantity

# Description Nos Weight (kg) Nos Weight (kg)

Struts at -7.2m level1 Wailer beam - ISMB 400 2 17.46 61.6 2151.07 2 17.46 61.6 2151.07 -

2 39.79 61.6 4902.13 2 39.79 61.6 4902.13 - 2 2.21 61.6 272.27 2 2.21 61.6 272.27 - 2 11.31 61.6 1393.39 2 11.31 61.6 1393.39 - 2 12.15 61.6 1496.88 2 12.15 61.6 1496.88 - 2 11.75 61.6 1447.60 2 11.75 61.6 1447.60 - 2 34.6 61.6 4262.72 2 34.6 61.6 4262.72 - 2 1.38 61.6 170.02 2 1.38 61.6 170.02 - 2 60.58 61.6 7463.46 2 60.58 61.6 7463.46 -

- 2 MS Plate - 300mm x 20mm 2 17.46 0.006 7850 1644.73 2 17.46 0.006 7850 1644.73 -

2 39.79 0.006 7850 3748.22 2 39.79 0.006 7850 3748.22 - 2 2.21 0.006 7850 208.18 2 2.21 0.006 7850 208.18 - 2 11.31 0.006 7850 1065.40 2 11.31 0.006 7850 1065.40 - 2 12.15 0.006 7850 1144.53 2 12.15 0.006 7850 1144.53 - 2 11.75 0.006 7850 1106.85 2 11.75 0.006 7850 1106.85 - 2 34.6 0.006 7850 3259.32 2 34.6 0.006 7850 3259.32 - 2 1.38 0.006 7850 130.00 2 1.38 0.006 7850 130.00 - 2 60.58 0.006 7850 5706.64 2 60.58 0.006 7850 5706.64 -

- 3 Main strut beam - ISMB 400 17.52 17.52 -

18.08 18.08 - 18.52 18.52 - 19.06 19.06 - 21.81 21.81 - 22.37 22.37 - 61.3 61.3 -

21.65 21.65 - 10.62 10.62 -

total length 210.93 210.93 - Deduct pile caps -1 21.75 -1 21.75 -

2 189.18 61.6 23306.98 2 189.18 61.6 23306.98 - -

4 Main strut MS plate - 300 x 8 2 189.18 0.0024 7850 7128.30 2 189.18 0.0024 7850 7128.30 - -

5 2 5.44 44.2 480.90 2 5.44 44.2 480.90 - 2 5.46 44.2 482.66 2 5.46 44.2 482.66 - 2 5.49 44.2 485.32 2 5.49 44.2 485.32 - 2 4.98 44.2 440.23 2 4.98 44.2 440.23 - 2 4.93 44.2 435.81 2 4.93 44.2 435.81 - 4 3.19 44.2 563.99 4 3.19 44.2 563.99 -

12 7.09 44.2 3760.54 12 7.09 44.2 3760.54 - 8 7.32 44.2 2588.35 8 7.32 44.2 2588.35 - 4 7.09 44.2 1253.51 4 7.09 44.2 1253.51 - 2 6.34 44.2 560.46 2 6.34 44.2 560.46 - 2 6.41 44.2 566.64 2 6.41 44.2 566.64 - 2 4.06 44.2 358.90 2 4.06 44.2 358.90 -

-

6 2 5.44 0.0024 7850 204.98 2 5.44 0.0024 7850 204.98 - 2 5.46 0.0024 7850 205.73 2 5.46 0.0024 7850 205.73 - 2 5.49 0.0024 7850 206.86 2 5.49 0.0024 7850 206.86 - 2 4.98 0.0024 7850 187.65 2 4.98 0.0024 7850 187.65 - 2 4.93 0.0024 7850 185.76 2 4.93 0.0024 7850 185.76 - 4 3.19 0.0024 7850 240.40 4 3.19 0.0024 7850 240.40 -

Running meter

Square meter

Unit Wt. (Kg)

Running meter

Square meter

Unit Wt. (Kg)

Secondary strut beam - ISMB 300

Secondary strut MS plate - 300x8

12 7.09 0.0024 7850 1602.91 12 7.09 0.0024 7850 1602.91 - 8 7.32 0.0024 7850 1103.27 8 7.32 0.0024 7850 1103.27 - 4 7.09 0.0024 7850 534.30 4 7.09 0.0024 7850 534.30 - 2 6.34 0.0024 7850 238.89 2 6.34 0.0024 7850 238.89 - 2 6.41 0.0024 7850 241.53 2 6.41 0.0024 7850 241.53 - 2 4.06 0.0024 7850 152.98 2 4.06 0.0024 7850 152.98 -

- 7 Tertiary Beam - ISMB 150 1 6.14 14.9 91.49 1 6.14 14.9 91.49 -

1 16.72 14.9 249.13 1 16.72 14.9 249.13 - 1 3.57 14.9 53.19 1 3.57 14.9 53.19 - 4 4.89 14.9 291.44 4 4.89 14.9 291.44 - 6 4.5 14.9 402.30 6 4.5 14.9 402.30 - 1 5.76 14.9 85.82 1 5.76 14.9 85.82 - 1 5.48 14.9 81.65 1 5.48 14.9 81.65 - 1 3.7 14.9 55.13 1 3.7 14.9 55.13 - 2 4.48 14.9 133.50 2 4.48 14.9 133.50 - 2 3.04 14.9 90.59 2 3.04 14.9 90.59 -

-

8 8 10.96 37.3 3270.46 8 10.96 37.3 3270.46 - -

9 2 37.98 44.2 3357.43 2 46.44 44.2 4105.30 (747.86) -

10 2 37.98 0.0024 7850 1431.09 2 46.44 0.0024 7850 1749.86 (318.77) -

11 2 52.8 61.6 6504.96 2 66.88 61.6 8239.62 (1,734.66) -

12 2 52.8 0.0024 7850 1989.50 2 66.88 0.0024 7850 2520.04 (530.53) -

13 2 79.8 61.6 9831.36 2 81.06 61.6 9986.59 (155.23)2 44.52 61.6 5484.86 2 60.06 61.6 7399.39 (1,914.53)

-

14 2 79.8 0.0024 7850 3006.86 2 79.8 0.0024 7850 3006.86 - 2 44.52 0.0024 7850 1677.51 2 44.52 0.0024 7850 1677.51 -

Total 127179.56 132581.15 (5,401.59)Total steel at -7.2m level 127.18 132.58 (5.40)

- At -2.6m level -

1 Wailer beam - ISMB 300 2 17.46 44.2 1543.46 2 17.46 44.2 1543.46 - 2 39.79 44.2 3517.44 2 39.79 44.2 3517.44 - 2 2.21 44.2 195.36 2 2.21 44.2 195.36 - 2 11.31 44.2 999.80 2 11.31 44.2 999.80 - 2 12.15 44.2 1074.06 2 12.15 44.2 1074.06 - 2 11.75 44.2 1038.70 2 11.75 44.2 1038.70 - 2 34.6 44.2 3058.64 2 34.6 44.2 3058.64 - 2 1.38 44.2 121.99 2 1.38 44.2 121.99 - 2 60.58 44.2 5355.27 2 60.58 44.2 5355.27 -

- 2 Wailer MS plate - 300x20 2 17.46 0.006 7850 1644.73 2 17.46 0.006 7850 1644.73 -

2 39.79 0.006 7850 3748.22 2 39.79 0.006 7850 3748.22 - 2 2.21 0.006 7850 208.18 2 2.21 0.006 7850 208.18 - 2 11.31 0.006 7850 1065.40 2 11.31 0.006 7850 1065.40 - 2 12.15 0.006 7850 1144.53 2 12.15 0.006 7850 1144.53 - 2 11.75 0.006 7850 1106.85 2 11.75 0.006 7850 1106.85 - 2 34.6 0.006 7850 3259.32 2 34.6 0.006 7850 3259.32 -

Square box on pile support ISMB 250

T-support on shore pile - ISMB 300

T support shore pile MS plate 300x8

T support on square box - ISMB 400

T support square box MS plate - 300 x 8

T support on rectangular box - ISMB 400

T support rectangular box MS plate - 300x 8

2 1.38 0.006 7850 130.00 2 1.38 0.006 7850 130.00 - 2 60.58 0.006 7850 5706.64 2 60.58 0.006 7850 5706.64 -

- 3 Main strut beam - ISMB 250 17.52 17.52 -

19.93 19.93 - 18.52 18.52 - 19.06 19.06 - 21.81 21.81 - 22.37 22.37 - 61.3 61.3 -

21.65 21.65 - 10.62 10.62 -

-21.75 -21.75 - -7.301 -7.301 - -7.806 -7.806 - -8.199 -8.199 - -8.685 -8.685 -

-11.282 -11.282 - -8.995 -8.995 - -9.678 -9.678 - -7.709 -7.709 - -2.855 -2.855 -

2 118.52 37.3 8841.59 2 118.52 37.3 8841.59 - -

4 Main strut MS plate - 275x8 2 118.52 0.0022 7850 4093.68 2 118.52 0.0022 7850 4093.68 - -

5 Main strut beam - ISMB 400 2 7.301 61.6 899.48 2 7.301 61.6 899.48 - 2 7.806 61.6 961.70 2 7.806 61.6 961.70 - 2 8.199 61.6 1010.12 2 8.199 61.6 1010.12 - 2 8.685 61.6 1069.99 2 8.685 61.6 1069.99 - 2 11.282 61.6 1389.94 2 11.282 61.6 1389.94 - 2 8.995 61.6 1108.18 2 8.995 61.6 1108.18 - 2 9.678 61.6 1192.33 2 9.678 61.6 1192.33 - 2 7.709 61.6 949.75 2 7.709 61.6 949.75 - 2 2.855 61.6 351.74 2 2.855 61.6 351.74 -

- -

6 Main strut MS plate - 300x20 2 7.301 0.006 7850 687.75 2 7.301 0.006 7850 687.75 - 2 7.806 0.006 7850 735.33 2 7.806 0.006 7850 735.33 - 2 8.199 0.006 7850 772.35 2 8.199 0.006 7850 772.35 - 2 8.685 0.006 7850 818.13 2 8.685 0.006 7850 818.13 - 2 11.282 0.006 7850 1062.76 2 11.282 0.006 7850 1062.76 - 2 8.995 0.006 7850 847.33 2 8.995 0.006 7850 847.33 - 2 9.678 0.006 7850 911.67 2 9.678 0.006 7850 911.67 - 2 7.709 0.006 7850 726.19 2 7.709 0.006 7850 726.19 - 2 2.855 0.006 7850 268.94 2 2.855 0.006 7850 268.94 -

- 7 Secondary beam - ISMB 200 2 5.44 25.4 276.35 2 5.44 25.4 276.35 -

2 5.46 25.4 277.37 2 5.46 25.4 277.37 - 2 5.49 25.4 278.89 2 5.49 25.4 278.89 - 2 4.98 25.4 252.98 2 4.98 25.4 252.98 - 2 4.93 25.4 250.44 2 4.93 25.4 250.44 - 4 3.19 25.4 324.10 4 3.19 25.4 324.10 -

12 7.09 25.4 2161.03 12 7.09 25.4 2161.03 - 8 7.32 25.4 1487.42 8 7.32 25.4 1487.42 - 4 7.09 25.4 720.34 4 7.09 25.4 720.34 - 2 6.34 25.4 322.07 2 6.34 25.4 322.07 - 2 6.41 25.4 325.63 2 6.41 25.4 325.63 - 2 4.06 25.4 206.25 2 4.06 25.4 206.25 -

- 8 Secondary MS plate - 250 x 8 2 5.44 0.002 7850 170.82 2 5.44 0.002 7850 170.82 -

2 5.46 0.002 7850 171.44 2 5.46 0.002 7850 171.44 - 2 5.49 0.002 7850 172.39 2 5.49 0.002 7850 172.39 - 2 4.98 0.002 7850 156.37 2 4.98 0.002 7850 156.37 - 2 4.93 0.002 7850 154.80 2 4.93 0.002 7850 154.80 - 4 3.19 0.002 7850 200.33 4 3.19 0.002 7850 200.33 -

12 7.09 0.002 7850 1335.76 12 7.09 0.002 7850 1335.76 - 8 7.32 0.002 7850 919.39 8 7.32 0.002 7850 919.39 - 4 7.09 0.002 7850 445.25 4 7.09 0.002 7850 445.25 - 2 6.34 0.002 7850 199.08 2 6.34 0.002 7850 199.08 - 2 6.41 0.002 7850 201.27 2 6.41 0.002 7850 201.27 - 2 4.06 0.002 7850 127.48 2 4.06 0.002 7850 127.48 -

- 9 Tertiary beam - ISMB 150 1 6.14 14.9 91.49 1 6.14 14.9 91.49 -

1 16.72 14.9 249.13 1 16.72 14.9 249.13 - 1 3.57 14.9 53.19 1 3.57 14.9 53.19 - 4 4.89 14.9 291.44 4 4.89 14.9 291.44 - 6 4.5 14.9 402.30 6 4.5 14.9 402.30 - 1 3.7 14.9 55.13 1 3.7 14.9 55.13 - 2 4.48 14.9 133.50 2 4.48 14.9 133.50 - 2 3.04 14.9 90.59 2 3.04 14.9 90.59 -

(2.43+1.62+1.71)+(2.09+1.65+1.74) -

10 1 5.76 25.4 146.30 1 5.76 25.4 146.30 - 1 5.48 25.4 139.19 1 5.48 25.4 139.19 -

-

11 1 2.5 25.4 63.50 1 2.5 25.4 63.50 - 1 2.56 25.4 65.02 1 2.56 25.4 65.02 - 1 1.49 25.4 37.85 1 1.49 25.4 37.85 -

-

12 8 10.96 14.9 1306.43 8 10.96 14.9 1306.43 - -

13 36 2.55 25.4 2331.72 36 2.92 25.4 2670.05 (338.33) -

14 36 2.55 0.002 7850 1441.26 36 2.92 0.002 7850 1650.38 (209.12) -

15 16 7.8 37.3 4655.04 16 8.88 37.3 5299.58 (644.54) -

16 16 7.8 0.0022 7850 2155.30 16 8.88 0.0022 7850 2453.72 (298.43) -

17 42 2.12 37.3 3321.19 42 2.86 37.3 4480.48 (1,159.28)42 3.8 37.3 5953.08 42 3.86 37.3 6047.08 (94.00)

-

18 42 2.12 0.0022 7850 1537.72 42 2.86 0.0022 7850 2074.47 (536.75)42 3.8 0.0022 7850 2756.29 42 3.86 0.0022 7850 2799.81 (43.52)

Total 102031.50 105355.47 KgTotal steel at -2.6m level 102.03 105.36 MT

Total steel at -2.6m and -7.2m level 229.21 237.94 MT

Tertiary beam - ISMB 250 at tit-bit area

Tertiary beam - ISMB 250 Grid 6-7

Square box pile support - ISMB150

T-support on shore pile - ISMB 200

T support shore pile MS plate - 250x8

T support on square box - ISMB 250

T support square box MS plate - 275x8

T support on rectangular box - ISMB 250

T support rectangular MS plate - 275x8

128.76

159.76

# Description Nos Weight (kg) Nos

Struts at -7.2m level1 Wailer beam - ISMB 400 2 17.46 61.6 2151.07 2 17.46

2 39.79 61.6 4902.13 2 39.792 2.21 61.6 272.27 2 2.212 11.31 61.6 1393.39 2 11.312 12.15 61.6 1496.88 2 12.152 11.75 61.6 1447.60 2 11.752 34.6 61.6 4262.72 2 34.62 1.38 61.6 170.02 2 1.382 60.58 61.6 7463.46 2 60.58

2 MS Plate - 300mm x 20mm 2 17.46 0.006 7850 1644.73 2 17.462 39.79 0.006 7850 3748.22 2 39.792 2.21 0.006 7850 208.18 2 2.212 11.31 0.006 7850 1065.40 2 11.312 12.15 0.006 7850 1144.53 2 12.152 11.75 0.006 7850 1106.85 2 11.752 34.6 0.006 7850 3259.32 2 34.62 1.38 0.006 7850 130.00 2 1.382 60.58 0.006 7850 5706.64 2 60.58

3 Main strut beam - ISMB 400 17.52 17.5218.08 18.0818.52 18.5219.06 19.0621.81 21.8122.37 22.3761.3 61.3

21.65 21.6510.62 10.62

total length 210.93 210.93Deduct pile caps -1 21.75 -1 21.75

2 189.18 61.6 23306.98 2 189.18

4 Main strut MS plate - 300 x 8 2 189.18 0.0024 7850 7128.30 2 189.18

5 2 5.44 44.2 480.90 2 5.442 5.46 44.2 482.66 2 5.462 5.49 44.2 485.32 2 5.492 4.98 44.2 440.23 2 4.982 4.93 44.2 435.81 2 4.934 3.19 44.2 563.99 4 3.19

12 7.09 44.2 3760.54 12 7.098 7.32 44.2 2588.35 8 7.32

Running meter

Square meter

Unit Wt. (Kg)

Running meter

Secondary strut beam - ISMB 300

4 7.09 44.2 1253.51 4 7.092 6.34 44.2 560.46 2 6.342 6.41 44.2 566.64 2 6.412 4.06 44.2 358.90 2 4.06

6 2 5.44 0.0024 7850 204.98 2 5.442 5.46 0.0024 7850 205.73 2 5.462 5.49 0.0024 7850 206.86 2 5.492 4.98 0.0024 7850 187.65 2 4.982 4.93 0.0024 7850 185.76 2 4.934 3.19 0.0024 7850 240.40 4 3.19

12 7.09 0.0024 7850 1602.91 12 7.098 7.32 0.0024 7850 1103.27 8 7.324 7.09 0.0024 7850 534.30 4 7.092 6.34 0.0024 7850 238.89 2 6.342 6.41 0.0024 7850 241.53 2 6.412 4.06 0.0024 7850 152.98 2 4.06

7 Tertiary Beam - ISMB 150 1 6.14 14.9 91.49 1 6.141 16.72 14.9 249.13 1 16.721 3.57 14.9 53.19 1 3.574 4.89 14.9 291.44 4 4.896 4.5 14.9 402.30 6 4.51 5.76 14.9 85.82 1 5.761 5.48 14.9 81.65 1 5.481 3.7 14.9 55.13 1 3.72 4.48 14.9 133.50 2 4.482 3.04 14.9 90.59 2 3.04

8 8 10.96 37.3 3270.46 8 10.96

9 2 37.98 44.2 3357.43 2 46.44

10 2 37.98 0.0024 7850 1431.09 2 46.44

11 2 52.8 61.6 6504.96 2 66.88

12 2 52.8 0.0024 7850 1989.50 2 66.88

13 2 79.8 61.6 9831.36 2 81.062 44.52 61.6 5484.86 2 60.06

Secondary strut MS plate - 300x8

Square box on pile support ISMB 250

T-support on shore pile - ISMB 300

T support shore pile MS plate 300x8

T support on square box - ISMB 400

T support square box MS plate - 300 x 8

T support on rectangular box - ISMB 400

14 2 79.8 0.0024 7850 3006.86 2 79.82 44.52 0.0024 7850 1677.51 2 44.52

Total 127179.56Total steel at -7.2m level 127.18

At -2.6m level1 Wailer beam - ISMB 300 2 17.46 44.2 1543.46 2 17.46

2 39.79 44.2 3517.44 2 39.792 2.21 44.2 195.36 2 2.212 11.31 44.2 999.80 2 11.312 12.15 44.2 1074.06 2 12.152 11.75 44.2 1038.70 2 11.752 34.6 44.2 3058.64 2 34.62 1.38 44.2 121.99 2 1.382 60.58 44.2 5355.27 2 60.58

2 Wailer MS plate - 300x20 2 17.46 0.006 7850 1644.73 2 17.462 39.79 0.006 7850 3748.22 2 39.792 2.21 0.006 7850 208.18 2 2.212 11.31 0.006 7850 1065.40 2 11.312 12.15 0.006 7850 1144.53 2 12.152 11.75 0.006 7850 1106.85 2 11.752 34.6 0.006 7850 3259.32 2 34.62 1.38 0.006 7850 130.00 2 1.382 60.58 0.006 7850 5706.64 2 60.58

3 Main strut beam - ISMB 250 17.52 17.5219.93 19.9318.52 18.5219.06 19.0621.81 21.8122.37 22.3761.3 61.3

21.65 21.6510.62 10.62

-21.75 -21.75-7.301 -7.301-7.806 -7.806-8.199 -8.199-8.685 -8.685

-11.282 -11.282-8.995 -8.995-9.678 -9.678-7.709 -7.709-2.855 -2.855

2 118.52 37.3 8841.59 2 118.52

T support rectangular box MS plate - 300x 8

4 Main strut MS plate - 275x8 2 118.52 0.0022 7850 4093.68 2 118.52

5 Main strut beam - ISMB 250 2 7.301 37.3 544.65 2 7.3012 7.806 37.3 582.33 2 7.8062 8.199 37.3 611.65 2 8.1992 8.685 37.3 647.90 2 8.6852 11.282 37.3 841.64 2 11.2822 8.995 37.3 671.03 2 8.9952 9.678 37.3 721.98 2 9.6782 7.709 37.3 575.09 2 7.7092 2.855 37.3 212.98 2 2.855

6 Main strut MS plate - 275x8 2 7.301 0.0022 7850 252.18 2 7.3012 7.806 0.0022 7850 269.62 2 7.8062 8.199 0.0022 7850 283.19 2 8.1992 8.685 0.0022 7850 299.98 2 8.6852 11.282 0.0022 7850 389.68 2 11.2822 8.995 0.0022 7850 310.69 2 8.9952 9.678 0.0022 7850 334.28 2 9.6782 7.709 0.0022 7850 266.27 2 7.7092 2.855 0.0022 7850 98.61 2 2.855

7 Secondary beam - ISMB 200 2 5.44 25.4 276.35 2 5.442 5.46 25.4 277.37 2 5.462 5.49 25.4 278.89 2 5.492 4.98 25.4 252.98 2 4.982 4.93 25.4 250.44 2 4.934 3.19 25.4 324.10 4 3.19

12 7.09 25.4 2161.03 12 7.098 7.32 25.4 1487.42 8 7.324 7.09 25.4 720.34 4 7.092 6.34 25.4 322.07 2 6.342 6.41 25.4 325.63 2 6.412 4.06 25.4 206.25 2 4.06

8 Secondary MS plate - 250 x 8 2 5.44 0.002 7850 170.82 2 5.442 5.46 0.002 7850 171.44 2 5.462 5.49 0.002 7850 172.39 2 5.492 4.98 0.002 7850 156.37 2 4.982 4.93 0.002 7850 154.80 2 4.934 3.19 0.002 7850 200.33 4 3.19

12 7.09 0.002 7850 1335.76 12 7.098 7.32 0.002 7850 919.39 8 7.324 7.09 0.002 7850 445.25 4 7.092 6.34 0.002 7850 199.08 2 6.342 6.41 0.002 7850 201.27 2 6.41

2 4.06 0.002 7850 127.48 2 4.06

9 Tertiary beam - ISMB 150 1 6.14 14.9 91.49 1 6.141 16.72 14.9 249.13 1 16.721 3.57 14.9 53.19 1 3.574 4.89 14.9 291.44 4 4.896 4.5 14.9 402.30 6 4.51 3.7 14.9 55.13 1 3.72 4.48 14.9 133.50 2 4.482 3.04 14.9 90.59 2 3.04

10 1 5.76 25.4 146.30 1 5.761 5.48 25.4 139.19 1 5.48

11 1 2.5 25.4 63.50 1 2.51 2.56 25.4 65.02 1 2.561 1.49 25.4 37.85 1 1.49

12 8 10.96 14.9 1306.43 8 10.96

13 36 2.55 25.4 2331.72 36 2.92

14 36 2.55 0.002 7850 1441.26 36 2.92

15 16 7.8 37.3 4655.04 16 8.88

16 16 7.8 0.0022 7850 2155.30 16 8.88

17 42 2.12 37.3 3321.19 42 2.8642 3.8 37.3 5953.08 42 3.86

18 42 2.12 0.0022 7850 1537.72 42 2.8642 3.8 0.0022 7850 2756.29 42 3.86

Total 94181.57Total steel at -2.6m level 94.18

Total steel at -2.6m and -7.2m level 221.36

Tertiary beam - ISMB 250 at tit-bit area

Tertiary beam - ISMB 250 Grid 6-7

Square box pile support - ISMB150

T-support on shore pile - ISMB 200

T support shore pile MS plate - 250x8

T support on square box - ISMB 250

T support square box MS plate - 275x8

T support on rectangular box - ISMB 250

T support rectangular MS plate - 275x8

Weight (kg)

61.6 2151.0761.6 4902.1361.6 272.2761.6 1393.3961.6 1496.8861.6 1447.6061.6 4262.7261.6 170.0261.6 7463.46

0.006 7850 1644.730.006 7850 3748.220.006 7850 208.180.006 7850 1065.400.006 7850 1144.530.006 7850 1106.850.006 7850 3259.320.006 7850 130.000.006 7850 5706.64

61.6 23306.98

0.0024 7850 7128.30

44.2 480.9044.2 482.6644.2 485.3244.2 440.2344.2 435.8144.2 563.9944.2 3760.5444.2 2588.35

Square meter

Unit Wt. (Kg)

44.2 1253.5144.2 560.4644.2 566.6444.2 358.90

0.0024 7850 204.980.0024 7850 205.730.0024 7850 206.860.0024 7850 187.650.0024 7850 185.760.0024 7850 240.400.0024 7850 1602.910.0024 7850 1103.270.0024 7850 534.300.0024 7850 238.890.0024 7850 241.530.0024 7850 152.98

14.9 91.4914.9 249.1314.9 53.1914.9 291.4414.9 402.3014.9 85.8214.9 81.6514.9 55.1314.9 133.5014.9 90.59

37.3 3270.46

44.2 4105.30

0.0024 7850 1749.86

61.6 8239.62

0.0024 7850 2520.04

61.6 9986.5961.6 7399.39

0.0024 7850 3006.860.0024 7850 1677.51

132581.15132.58

44.2 1543.4644.2 3517.4444.2 195.3644.2 999.8044.2 1074.0644.2 1038.7044.2 3058.6444.2 121.9944.2 5355.27

0.006 7850 1644.730.006 7850 3748.220.006 7850 208.180.006 7850 1065.400.006 7850 1144.530.006 7850 1106.850.006 7850 3259.320.006 7850 130.000.006 7850 5706.64

37.3 8841.59

0.0022 7850 4093.68

37.3 544.6537.3 582.3337.3 611.6537.3 647.9037.3 841.6437.3 671.0337.3 721.9837.3 575.0937.3 212.98

0.0022 7850 252.180.0022 7850 269.620.0022 7850 283.190.0022 7850 299.980.0022 7850 389.680.0022 7850 310.690.0022 7850 334.280.0022 7850 266.270.0022 7850 98.61

25.4 276.3525.4 277.3725.4 278.8925.4 252.9825.4 250.4425.4 324.1025.4 2161.0325.4 1487.4225.4 720.3425.4 322.0725.4 325.6325.4 206.25

0.002 7850 170.820.002 7850 171.440.002 7850 172.390.002 7850 156.370.002 7850 154.800.002 7850 200.330.002 7850 1335.760.002 7850 919.390.002 7850 445.250.002 7850 199.080.002 7850 201.27

0.002 7850 127.48

14.9 91.4914.9 249.1314.9 53.1914.9 291.4414.9 402.3014.9 55.1314.9 133.5014.9 90.59

25.4 146.3025.4 139.19

25.4 63.5025.4 65.0225.4 37.85

14.9 1306.43

25.4 2670.05

0.002 7850 1650.38

37.3 5299.58

0.0022 7850 2453.72

37.3 4480.4837.3 6047.08

0.0022 7850 2074.470.0022 7850 2799.81

97505.5497.51

230.09

4535 4596 3615 3392 3703 3512 3703 3512 37033481351134853512348235155402 3581 3416 3581 3481 3516 3481 3516 3481

142412

3512 3703 3512 3704 3513 520034643447

22872249

3516 3481 3516 3481 5115