3. volume slab

Summary _ Stucture Slab Calculation 1 of 39

SLAB CALCULATION SUMMARYPROJECT : PR1MA VISTA TUNKU @ KUCHING

No. Uraian Pekerjaan t slab n Floor Unit Qty Area

(m) (floor) (unit) (m2)BLOK A - PRIMA VISTA

A BLOK A1TOTAL BLOK - A 131,573.72

BLOK B - PRIMA VISTAA BLOK B1

TOTAL BLOK - B 14,849.39

BLOK C - PRIMA VISTAA BLOK C1

1 GROUND FLOOR 0.150 1 1 3,204.60 TOTAL WBLFF 3,204.60

2 1st FLOOR var 0 0 2,155.45 3 2nd - 14th FLOOR var 0 0 28,252.20 4 15th FLOOR var 0 0 1,850.96 5 16th FLOOR var 0 0 1,124.35

TOTAL UPPER 33,382.95

B BLOK C21 GROUND FLOOR 0.150 1 1 3,487.60

TOTAL WBLFF 3,487.60 2 1st - 2nd FLOOR var 0 0 7,594.06 3 3rd FLOOR var 0 0 5,373.62


C BLOK C31 GROUND FLOOR 0.150 1 1 2,952.70

TOTAL WBLFF 2,952.70 2 1st FLOOR var 0 0 2,002.85 3 2nd - 12th FLOOR var 0 0 20,325.19 4 13th FLOOR var 0 0 1,653.39 5 14th FLOOR var 0 0 1,097.33


TOTAL BLOK - C 81,074.30

BLOK G - PRIMA VISTAA BLOK G

1 GROUND FLOOR 0.164 0 0 15,493.85 TOTAL WBLFF 15,493.85

2 1st FLOOR var 0 0 7,344.90 3 2nd - 5th FLOOR var 0 0 30,797.40


TOTAL BLOK - G 53,636.15

Total WBLFF (Ground Slab) 55,088.14

Total Upper (Suspended Slab) 226,045.41

Grand Total 281,133.55

Summary _ Stucture Slab Calculation 2 of 39

Concrete Formwork Rebar/ Mesh Rebar/ Mesh

(m3) (m3) (m3) (m2) (m2) (kg) (m2)

1,510.00 755.00 9,039.04 116,473.72 15,100.00 598,862.68 131,573.72

162,027.18 1,484.94 5,613.92 - 14,849.39 376,041.66 375,734.51

320.46 160.23 480.69 3,204.60 33,648.30 3,204.60 320.46 160.23 480.69 - 3,204.60 33,648.30 3,204.60 - - 75.08 2,155.45 4,880.17 2,155.45 - - 1,010.74 28,252.20 65,698.33 28,252.20 - - 58.56 1,850.96 3,806.30 1,850.96 - - 168.65 1,124.35 10,962.41 1,124.35 - - 1,313.03 33,382.95 - 85,347.21 33,382.95

348.76 174.38 523.14 3,487.60 36,619.80 3,487.60 348.76 174.38 523.14 - 3,487.60 36,619.80 3,487.60 - - 1,226.09 7,594.06 130,231.50 7,594.06 - - 849.53 5,373.62 83,450.71 5,373.62 - - 2,075.62 12,967.68 - 213,682.21 12,967.68

295.27 147.64 442.91 2,952.70 31,003.35 2,952.70 295.27 147.64 442.91 - 2,952.70 31,003.35 2,952.70 - - 77.93 2,002.85 5,065.52 2,002.85 - - 601.31 20,325.19 39,085.12 20,325.19 - - 54.66 1,653.39 3,553.19 1,653.39 - - 164.60 1,097.33 10,698.97 1,097.33 - - 898.50 25,078.77 - 58,402.79 25,078.77

964.49 482.25 5,733.89 71,429.40 9,644.90 458,703.66 81,074.30

1,549.39 774.69 2,355.51 15,493.85 158,450.97 15,493.85 1,549.39 774.69 2,355.51 - 15,493.85 158,450.97 15,493.85 - - 1,101.74 7,344.90 71,612.78 7,344.90 - - 4,619.61 30,797.40 300,274.65 30,797.40 - - 5,721.35 38,142.30 371,887.43 38,142.30

1,549.39 774.69 8,076.85 38,142.30 15,493.85 530,338.40 53,636.15

18,873.26 3,496.88 8,294.65 - 55,088.14 574,190.96 118,198.02

147,177.80 - 20,169.05 226,045.41 - 1,389,755.43 523,820.65

166,051.06 3,496.88 28,463.70 226,045.41 55,088.14 1,963,946.40 642,018.67

Sand Bed t10 mm

Lean Conc. t5 mm

Anti Thermite

Take off _ Structure Slab Calculation Block A 3 of 39

SLAB CALCULATIONPROJECT : PR1MA VISTA TUNKU @ KUCHINGITEM : STRUCTURE WORKSLOCATION : BLOCK A

No ItemDIMENSION (mm) t slab n Floor Unit Qty Area Sand Bed

X Y (m) (floor) (unit) (m2) (m3)

A BLOK A11 GROUND FLOOR 0.150 1 1 1,950.00 195.00 2 1st - 7th FLOOR

a Type C 0.000 7 8 5,411.56 b Type D 0.000 7 4 2,720.90 c Corridor 0.150 7 1 1,681.75 d R. Utilitas 0.150 7 1 224.70 e R. Tangga 0.150 7 1 119.70

2 1st - 7th FLOOR 10,158.61 - 3 8th FLOOR

a Corridor 0.150 1 1 117.44 b Tangga 0.150 1 1 22.78 c Utilitas 0.150 1 1 261.51

3 8th FLOOR 401.73 - TOTAL 12,510.34 195.00

B BLOK A21 GROUND FLOOR 0.150 1 1 1,950.00 195.00 2 1st - 17th FLOOR



a Corridor 0.150 1 1 117.44 b Tangga 0.150 1 1 22.78 c Utilitas + LMR 0.150 1 1 262.09

3 18th FLOOR 402.31 - TOTAL 27,023.22 195.00




C BLOK A31 GROUND FLOOR 0.150 1 1 950.00 95.00 2 4th FLOOR

- Corridor 0.150 1 1 503.05 - R. Tangga 0.150 1 1 43.60

2 4th FLOOR 546.65 - 3 5th - 8th FLOOR

- Type D 0.000 4 8 3,109.60 - Corridor 0.150 4 1 545.52 - R. Tangga 0.150 4 1 20.48

3 5th - 8th FLOOR 3,675.60 - 4 9th - 14th FLOOR

- Type D 0.000 6 8 4,664.40 - Coridor 0.150 6 1 1,071.24 - R.Utilitas 0.150 6 1 259.02 - R.Tangga 0.150 6 1 30.72


- Coridor 0.150 3 1 535.62 - R.Utilitas 0.150 3 1 129.51 - R.Tangga 0.150 3 1 15.36

5 15th - 17th FLOOR 680.49 - TOTAL 11,878.12 95.00

D BLOK A41 GROUND FLOOR 0.150 1 1 1,950.00 195.00 2 1st - 7th FLOOR



a Corridor 0.150 1 1 117.44 b Tangga 0.150 1 1 22.78




c Utilitas 0.150 1 1 261.51 3 8th FLOOR 401.73 -

TOTAL 12,510.34 195.00 E BLOK A51 GROUND FLOOR 0.150 1 1 1,950.00 195.00 2 1st - 17th FLOOR



a Corridor 0.150 1 1 117.44 b Tangga 0.150 1 1 22.78 c Utilitas + LMR 0.150 1 1 262.09

3 18th FLOOR 402.31 - TOTAL 27,023.22 195.00

F BLOK A61 GROUND FLOOR 0.150 1 1 950.00 95.00 2 4th FLOOR

- Corridor 0.150 1 1 503.05 - R. Tangga 0.150 1 1 43.60

2 4th FLOOR 546.65 - 3 5th - 8th FLOOR

- Type D 0.000 4 8 3,109.60 - Corridor 0.150 4 1 545.52 - R. Tangga 0.150 4 1 20.48


- Type D 0.000 6 8 4,664.40 - Coridor 0.150 6 1 1,071.24 - R.Utilitas 0.150 6 1 259.02 - R.Tangga 0.150 6 1 30.72

4 9th - 14th FLOOR 6,025.38 -




5 15th - 17th FLOOR - Coridor 0.150 3 1 535.62 - R.Utilitas 0.150 3 1 129.51 - R.Tangga 0.150 3 1 15.36

5 15th - 17th FLOOR 680.49 - TOTAL 11,878.12 95.00




G BLOK A71 GROUND FLOOR 0.150 1 1 5,400.00 540.00 2 1st FLOOR

Parkir Lot 0.150 1 1 7,199.30 R.Ramp 0.150 1 1 410.00 R.Tangga 0.150 1 1 37.49

2 1st FLOOR 7,646.79 - 3 2th-3th FLOOR

a Parkir Lot 0.150 2 1 14,398.59 b R.Ramp 0.150 2 1 820.00 c R.Tangga 0.150 2 1 74.98

3 2th-3th FLOOR 15,293.57 - 4 4th / roof FLOOR

a Flat Roof Ramp 0.150 1 1 410.00 4 4th / roof FLOOR 410.00 -

TOTAL 28,750.36 540.00

GRAND TOTAL BLOK A 131,573.72 1,510.00


Lean Conc. Concrete Rebar/ Mesh Rebar/ Mesh Ratio

(m3) (m3) (kg) (m2) (kg/m3)

97.50 292.50 20,475.00 3,900.00 assumption

- - 10,823.12 #DIV/0! - - 5,441.80 #DIV/0! 252.26 16,397.06 3,363.50 assumption 33.71 2,190.83 449.40 assumption 17.96 1,167.08 239.40 assumption

- 303.92 19,754.96 20,317.22

17.62 1,145.04 234.88 assumption 3.42 222.11 45.56 assumption 39.23 2,549.72 523.02 assumption

- 60.26 3,916.87 803.46 97.50 656.68 44,146.83 25,020.68

97.50 292.50 20,475.00 3,900.00 assumption

- - 26,284.72 #DIV/0! - - 13,215.80 #DIV/0! 612.64 39,821.44 8,168.50 assumption 81.86 5,320.58 1,091.40 assumption 43.61 2,834.33 581.40 assumption

- 738.10 47,976.34 49,341.82


- 60.35 3,922.52 804.62 97.50 1,090.94 72,373.86 54,046.44



(m3) (m3) (kg) (m2) (kg/m3)

47.50 142.50 9,975.00 1,900.00 assumption

75.46 4,904.74 1,006.10 assumption 6.54 425.10 87.20 assumption

- 82.00 5,329.84 1,093.30

- - 6,219.20 #DIV/0! 81.83 5,318.82 1,091.04 assumption 3.07 199.68 40.96 assumption

- 84.90 5,518.50 7,351.20

- - 9,328.80 #DIV/0! 160.69 10,444.59 2,142.48 assumption 38.85 2,525.45 518.04 assumption 4.61 299.52 61.44 assumption

- 204.15 13,269.56 12,050.76

80.34 5,222.30 1,071.24 assumption 19.43 1,262.72 259.02 assumption 2.30 149.76 30.72 assumption

- 102.07 6,634.78 1,360.98 47.50 615.62 40,727.67 23,756.24

97.50 292.50 20,475.00 3,900.00 assumption

- - 10,823.12 #DIV/0! - - 5,441.80 #DIV/0! 252.26 16,397.06 3,363.50 assumption 33.71 2,190.83 449.40 assumption 17.96 1,167.08 239.40 assumption

- 303.92 19,754.96 20,317.22

17.62 1,145.04 234.88 assumption 3.42 222.11 45.56 assumption



(m3) (m3) (kg) (m2) (kg/m3)

39.23 2,549.72 523.02 assumption - 60.26 3,916.87 803.46 97.50 656.68 44,146.83 25,020.68

97.50 292.50 20,475.00 3,900.00 assumption

- - 26,284.72 #DIV/0! - - 13,215.80 #DIV/0! 612.64 39,821.44 8,168.50 assumption 81.86 5,320.58 1,091.40 assumption 43.61 2,834.33 581.40 assumption

- 738.10 47,976.34 49,341.82


- 60.35 3,922.52 804.62 97.50 1,090.94 72,373.86 54,046.44

47.50 142.50 9,975.00 1,900.00 assumption

75.46 4,904.74 1,006.10 assumption 6.54 425.10 87.20 assumption

- 82.00 5,329.84 1,093.30

- - 6,219.20 #DIV/0! 81.83 5,318.82 1,091.04 assumption 3.07 199.68 40.96 assumption

- 84.90 5,518.50 7,351.20

- - 9,328.80 #DIV/0! 160.69 10,444.59 2,142.48 assumption 38.85 2,525.45 518.04 assumption 4.61 299.52 61.44 assumption

- 204.15 13,269.56 12,050.76



(m3) (m3) (kg) (m2) (kg/m3)

80.34 5,222.30 1,071.24 assumption 19.43 1,262.72 259.02 assumption 2.30 149.76 30.72 assumption

- 102.07 6,634.78 1,360.98 47.50 615.62 40,727.67 23,756.24



(m3) (m3) (kg) (m2) (kg/m3)

270.00 810.00 56,700.00 10,800.00 assumption

1,079.89 70,193.13 14,398.59 assumption 61.50 3,997.50 820.00 assumption 5.62 365.53 74.98 assumption

- 1,147.02 74,556.15 15,293.57

2,159.79 140,386.25 28,797.18 assumption 123.00 7,995.00 1,640.00 assumption 11.25 731.06 149.96 assumption

- 2,294.04 149,112.31 30,587.14

61.50 3,997.50 820.00 assumption - 61.50 3,997.50 820.00 270.00 4,312.55 284,365.96 57,500.71

755.00 9,039.04 598,862.68 263,147.43 66.25

Take Off_Stucture Slab Calculation Block B 13 of 39

SLAB CALCULATIONPROJECT : PR1MA VISTA TUNKU @ KUCHINGITEM : STRUCTURE WORKSLOCATION : BLOCK B

No ItemDIMENSION (mm) t slab n Floor Unit Qty Unit Area Floor Area


A BLOK B11 GROUND FLOOR 0.150 1 1 1,903.15 1,903.15 2 1st - 15th FLOOR

- Type A 0.000 15 1 15 73.26 1,098.90 - Type B 0.000 15 9 135 85.80 1,287.01 - Type C 0.000 15 2 30 96.64 1,449.53 - Corridor 0.150 15 1 240.25 3,603.75 - R. Utilitas 0.150 15 1 32.10 481.50 - R. Tangga 0.150 15 1 17.10 256.50

2 1st - 15th FLOOR 180.00 3 16th FLOOR

- Type A 0.000 1 1 1 73.26 73.26 - Type B 0.000 1 9 9 85.80 85.80 - Corridor 0.150 1 1 240.25 240.25 - Tangga 0.150 1 1 32.01 32.01 - Utilitas 0.150 1 1 17.10 17.10

3 16th FLOOR 10.00 4 17th FLOOR



- Corridor 0.150 1 1 117.44 117.44 - Tangga 0.150 1 1 22.78 22.78 - Utilitas 0.150 1 1 261.51 261.51

5 18th FLOOR - TOTAL 200.00




B BLOK B21 GROUND FLOOR 0.150 1 1 - 1,903.15 1,903.15 2 1st - 15th FLOOR



- Type A 0.000 1 1 1 73.26 73.26 - Type B 0.000 1 9 9 85.80 85.80 - Coridor 0.150 1 1 240.25 240.25 - R. Utilitas 0.150 1 1 32.01 32.01 - R. Tangga 0.150 1 1 17.10 17.10



4 17th FLOOR 10.00




5 18th FLOOR - Coridor 0.150 1 1 117.44 117.44 - Tangga 0.150 1 1 22.78 22.78 - Utilitas 0.150 1 1 261.51 261.51


C BLOK B31 GROUND FLOOR 0.150 1 1 - 950.00 950.00 2 5th FLOOR

- Corridor 0.150 1 1 503.05 503.05 - R. Tangga 0.150 1 1 43.60 43.60

2 5th FLOOR - 3 6th - 16th FLOOR

- Type C 0.000 11 8 88 96.64 1,062.99 - Corridor 0.150 11 1 136.38 1,500.18 - R. Tangga 0.150 11 1 17.10 188.10

3 6th - 16th FLOOR 88.00 4 17th FLOOR

- Coridor 0.150 11 1 136.38 1,500.18 - R.Utilitas 0.150 11 1 43.17 474.87 - R.Tangga 0.150 11 1 17.10 188.10

4 17th FLOOR - 88.00

D BLOK B41 GROUND FLOOR 0.150 1 1 1,903.15 1,903.15 2 1st - 15th FLOOR



- Type A 0.000 1 1 1 73.26 73.26




- Type B 0.000 1 9 9 85.80 85.80 - Corridor 0.150 1 1 240.25 240.25 - Tangga 0.150 1 1 32.01 32.01 - Utilitas 0.150 1 1 17.10 17.10




- Corridor 0.150 1 1 117.44 117.44 - Tangga 0.150 1 1 22.78 22.78 - Utilitas 0.150 1 1 261.51 261.51





E BLOK B51 GROUND FLOOR 0.150 1 1 1,903.15 1,903.15 2 1st - 15th FLOOR







- Coridor 0.150 1 1 117.44 117.44 - Tangga 0.150 1 1 22.78 22.78 - Utilitas 0.150 1 1 261.51 261.51


F BLOK B61 GROUND FLOOR 0.150 1 1 950.00 950.00 2 5th FLOOR

- Corridor 0.150 1 1 503.05 503.05 - R. Tangga 0.150 1 1 43.60 43.60




2 5th FLOOR - 3 6th - 16th FLOOR

- Type C 0.000 11 8 88 96.64 1,062.99 - Corridor 0.150 11 1 136.38 1,500.18 - R. Tangga 0.150 11 1 17.10 188.10

3 6th - 16th FLOOR 88.00 4 17th FLOOR

- Coridor 0.150 11 1 136.38 1,500.18 - R.Utilitas 0.150 11 1 43.17 474.87 - R.Tangga 0.150 11 1 17.10 188.10





G BLOK B71 GROUND FLOOR 0.150 1 1 5,336.79 5,336.79 2 1st FLOOR

- Parkir Lot 0.150 1 1 7,199.30 7,199.30 - R.Ramp 0.150 1 1 410.00 410.00 - R.Tangga 0.150 1 1 37.49 37.49

2 1st FLOOR - 3 2th-4th FLOOR

- Parkir Lot 0.150 3 1 7,199.30 21,597.89 - R.Ramp 0.150 3 1 410.00 1,230.00 - R.Tangga 0.150 3 1 37.49 112.47

3 2th-4th FLOOR - 4 5th / roof FLOOR

- Flat Roof Ramp 0.150 1 1 410.00 410.00 4 5th / roof FLOOR - -

TOTAL - -

GRAND TOTAL BLOK B1 - 976.00


Area Sand Bed Lean Conc. Concrete Rebar/ Mesh Rebar/ Mesh Ratio

(m2) (m3) (m3) (m3) (kg) (m2) (kg/m3)

1,903.15 190.32 95.16 285.47 19,983.08 3,806.30 assumption

1,098.90 - - 2,197.80 #DIV/0! 11,583.10 - - 23,166.20 #DIV/0! 2,899.05 - - 5,798.10 #DIV/0! 3,603.75 540.56 35,136.56 7,207.50 assumption 481.50 72.23 4,694.63 963.00 assumption 256.50 38.48 2,500.88 513.00 assumption 19,922.80 - - 651.26 42,332.06 39,845.60

73.26 - - 146.52 #DIV/0! 772.21 - - 1,544.41 #DIV/0! 240.25 36.04 2,342.44 480.50 assumption 32.01 4.80 312.10 64.02 assumption 17.10 2.57 166.73 34.20 assumption 1,134.83 - - 43.40 2,821.26 2,269.65


117.44 17.62 1,145.04 234.88 assumption 22.78 3.42 222.11 45.56 assumption 261.51 39.23 2,549.72 523.02 assumption 401.73 - - 60.26 3,916.87 803.46 24,497.33 190.32 95.16 1,083.80 71,874.53 48,994.67



(m2) (m3) (m3) (m3) (kg) (m2) (kg/m3)

1,903.15 190.32 95.16 285.47 19,983.08 3,806.30 assumption






(m2) (m3) (m3) (m3) (kg) (m2) (kg/m3)


950.00 95.00 47.50 142.50 9,975.00 1,900.00 assumption

503.05 75.46 4,904.74 1,006.10 assumption 43.60 6.54 425.10 87.20 assumption 546.65 - - 82.00 5,329.84 1,093.30

8,503.88 - - 17,007.76 #DIV/0! 1,500.18 225.03 14,626.76 3,000.36 assumption 188.10 28.22 1,833.98 376.20 assumption 10,192.16 - - 253.24 16,460.73 20,384.32

1,500.18 225.03 14,626.76 3,000.36 assumption 474.87 71.23 4,629.98 949.74 assumption 188.10 28.22 1,833.98 376.20 assumption 2,163.15 - - 324.47 21,090.71 4,326.30 13,851.96 95.00 47.50 802.21 52,856.28 27,703.92

1,903.15 190.32 95.16 285.47 19,983.08 3,806.30 assumption


73.26 - - 146.52 #DIV/0!



(m2) (m3) (m3) (m3) (kg) (m2) (kg/m3)

772.21 - - 1,544.41 #DIV/0! 240.25 36.04 2,342.44 480.50 assumption 32.01 4.80 312.10 64.02 assumption 17.10 2.57 166.73 34.20 assumption 1,134.83 - - 43.40 2,821.26 2,269.65





(m2) (m3) (m3) (m3) (kg) (m2) (kg/m3)

1,903.15 190.32 95.16 285.47 19,983.08 3,806.30 assumption





950.00 95.00 47.50 142.50 9,975.00 1,900.00 assumption

503.05 75.46 4,904.74 1,006.10 assumption 43.60 6.54 425.10 87.20 assumption



(m2) (m3) (m3) (m3) (kg) (m2) (kg/m3)

546.65 - - 82.00 5,329.84 1,093.30

8,503.88 - - 17,007.76 #DIV/0! 1,500.18 225.03 14,626.76 3,000.36 assumption 188.10 28.22 1,833.98 376.20 assumption 10,192.16 - - 253.24 16,460.73 20,384.32

1,500.18 225.03 14,626.76 3,000.36 assumption 474.87 71.23 4,629.98 949.74 assumption 188.10 28.22 1,833.98 376.20 assumption 2,163.15 - - 324.47 21,090.71 4,326.30 13,851.96 95.00 47.50 802.21 52,856.28 27,703.92



(m2) (m3) (m3) (m3) (kg) (m2) (kg/m3)

5,336.79 533.68 266.84 800.52 56,036.24 10,673.57 assumption

7,199.30 1,079.89 70,193.13 14,398.59 assumption 410.00 61.50 3,997.50 820.00 assumption 37.49 5.62 365.53 74.98 assumption 7,646.79 - - 1,147.02 74,556.15 15,293.57

21,597.89 3,239.68 210,579.38 43,195.77 assumption 1,230.00 184.50 11,992.50 2,460.00 assumption 112.47 16.87 1,096.58 224.94 assumption 22,940.36 - - 3,441.05 223,668.46 45,880.71

410.00 61.50 3,997.50 820.00 assumption 410.00 - - 61.50 3,997.50 820.00 36,333.93 533.68 266.84 5,450.09 358,258.36 72,667.85

162,027.18 1,484.94 742.47 11,389.72 751,469.02 324,054.37 -

Take Off_Stucture Slab Calculation Block C 27 of 39

SLAB CALCULATIONPROJECT : PR1MA VISTA TUNKU @ KUCHINGITEM : STRUCTURE WORKSLOCATION: BLOCK C



A BLOK C11 GROUND FLOOR 0.150 1 1 3,204.60 320.46 2 1st FLOOR

- Type B 0.000 1 8 686.41 - Type C 0.000 1 6 579.81 - Type D 0.000 1 4 388.70 - Corridor 0.150 1 1 418.95 - R. Utilitas 0.150 1 1 16.33 - R. Tangga 0.150 1 1 65.25

2 1st FLOOR 2,155.45 - 3 2nd - 14th FLOOR

- Type B 0.000 13 8 8,923.28 - Type C 0.000 13 6 7,537.53 - Type D 0.000 13 4 5,053.10 - Coridor 0.150 13 1 5,446.35 - R. Utilitas 0.150 13 1 212.29 - R. Tangga 0.150 13 1 848.25 - Flat roof - 2nd Floor 0.150 1 1 231.40

3 2nd - 14th FLOOR 28,252.20 - 4 15th FLOOR

- Type B 0.000 1 8 686.41 - Type C 0.000 1 6 579.81 - Type D 0.000 1 2 194.35 - Coridor 0.150 1 1 308.81 - R. Utilitas 0.150 1 1 16.33 - R. Tangga 0.150 1 1 65.25

4 15th FLOOR 1,850.96 - 5 16th FLOOR

- Coridor 0.150 1 1 289.65




- R. Utilitas 0.150 1 1 84.41 - R. Tangga 0.150 1 1 750.29

5 16th FLOOR 1,124.35 - TOTAL 36,587.55 320.46

B BLOK C21 GROUND FLOOR 0.150 1 1 3,487.60 348.76 2 1st - 2nd FLOOR

- Parking Lot 0.150 2 1 6,809.40 - Ramp 0.300 2 1 579.86 - Tangga 0.150 2 1 204.80

2 1st - 2nd FLOOR 7,594.06 - 3 3rd FLOOR

- Parking Lot 0.150 1 1 3,404.70 - Ramp 0.300 1 1 289.93 - Gym 0.150 1 1 102.40 - Pool Area 0.150 1 1 564.42 - Tangga 0.150 1 1 37.49 - Lain-lain 0.150 1 1 974.68

3 3rd FLOOR 5,373.62 - TOTAL 16,455.28 348.76




C BLOK C31 GROUND FLOOR 0.150 1 1 2,952.70 295.27 2 1st FLOOR

- Type B 0.000 1 6 514.80 - Type C 0.000 1 6 579.81 - Type D 0.000 1 4 388.70 - Corridor 0.150 1 1 438.10 - R. Utilitas 0.150 1 1 16.27 - R. Tangga 0.150 1 1 65.17


- Type B 0.000 11 6 5,662.85 - Type C 0.000 11 6 6,377.91 - Type D 0.000 11 4 4,275.70 - Coridor 0.150 11 1 3,112.89 - R. Utilitas 0.150 11 1 178.97 - R. Tangga 0.150 11 1 716.87

3 2nd - 12th FLOOR 20,325.19 - 4 13th FLOOR

- Type B 0.000 1 6 514.80 - Type C 0.000 1 6 579.81 - Type D 0.000 1 2 194.35 - Coridor 0.150 1 1 282.99 - R. Utilitas 0.150 1 1 16.27 - R. Tangga 0.150 1 1 65.17

4 13th FLOOR 1,653.39 - 5 14th FLOOR

- Coridor 0.150 1 1 263.83 - R. Utilitas 0.150 1 1 749.17 - R. Tangga 0.150 1 1 84.33

5 14th FLOOR 1,097.33 - TOTAL 28,031.47 295.27

GRAND TOTAL BLOK A1 81,074.30 964.49



(m3) (m3) (kg) (m2) (kg/m3)

160.23 480.69 33,648.30 6,409.20 assumption

- - 1,372.81 #DIV/0! - - 1,159.62 #DIV/0! - - 777.40 #DIV/0! 62.84 4,084.76 837.90 assumption 2.45 159.22 32.66 assumption 9.79 636.19 130.50 assumption

- 75.08 4,880.17 4,310.89

- - 17,846.56 #DIV/0! - - 15,075.06 #DIV/0! - - 10,106.20 #DIV/0! 816.95 53,101.91 10,892.70 assumption 31.84 2,069.83 424.58 assumption 127.24 8,270.44 1,696.50 assumption 34.71 2,256.15 462.80 assumption

- 1,010.74 65,698.33 56,504.40


- 58.56 3,806.30 3,701.91

43.45 2,824.09 579.30 assumption



(m3) (m3) (kg) (m2) (kg/m3)

12.66 823.00 168.82 assumption 112.54 7,315.33 1,500.58 assumption

- 168.65 10,962.41 2,248.70 160.23 1,793.72 118,995.51 73,175.10

174.38 523.14 36,619.80 6,975.20 assumption

1,021.41 102,141.00 13,618.80 assumption 173.96 26,093.70 1,159.72 assumption 30.72 1,996.80 409.60 assumption

- 1,226.09 130,231.50 15,188.12

510.71 51,070.50 6,809.40 assumption 86.98 13,046.85 579.86 assumption 15.36 998.40 204.80 assumption 84.66 8,466.30 1,128.84 assumption 5.62 365.53 74.98 assumption 146.20 9,503.13 1,949.36 assumption

- 849.53 83,450.71 10,747.24 174.38 2,598.76 250,302.01 32,910.56



(m3) (m3) (kg) (m2) (kg/m3)

147.64 442.91 31,003.35 5,905.40 assumption


- 77.93 5,065.52 4,005.71

- - 11,325.70 #DIV/0! - - 12,755.82 #DIV/0! - - 8,551.40 #DIV/0! 466.93 30,350.68 6,225.78 assumption 26.85 1,744.96 357.94 assumption 107.53 6,989.48 1,433.74 assumption

- 601.31 39,085.12 40,650.38


- 54.66 3,553.19 3,306.79

39.57 2,572.34 527.66 assumption 112.38 7,304.41 1,498.34 assumption 12.65 822.22 168.66 assumption

- 164.60 10,698.97 2,194.66 147.64 1,341.41 89,406.14 56,062.94

482.25 5,733.89 458,703.66 162,148.60 -

Take Off_Structure Slab Calculation Block G 33 of 39

SLAB CALCULATIONPROJECT : PR1MA VISTA TUNKU @ KUCHINGITEM : STRUCTURE WORKSLOCATION : BLOCK G



A BLOK G1 GROUND FLOOR

- Parking + Drive Away 0.150 1 1 7,828.06 782.81 - Ramp 0.300 1 1 209.53 20.95 - Sub Station 0.150 1 1 48.87 4.89 - Foyer Coridor 0.150 1 1 1,239.58 123.96 - Tenant 0.150 1 1 4,937.52 493.75 - Atrium 0.150 1 1 140.52 14.05 - F & B 0.150 1 1 54.92 5.49 - Mid Room 0.150 1 1 18.00 1.80 - Void 0.150 1 1 135.31 13.53 - Tangga 0.150 1 1 172.13 17.21 - Utilitas 0.150 1 1 709.41 70.94

1 GROUND FLOOR 0.164 15,493.85 1,549.39 2 1st FLOOR

- Foyer + Coridor 0.150 1 1 687.38 - Office 0.150 1 1 5,403.94 - Void 0.150 1 1 579.20 - Tangga 0.150 1 1 222.19 - Utilitas 0.150 1 1 452.19


- Foyer + Coridor 0.150 4 1 2,749.52 - Office 0.150 4 1 23,033.56 - Void 0.150 4 1 2,316.80 - Tangga 0.150 4 1 888.76 - Utilitas 0.150 4 1 1,808.76

3 2nd - 5th FLOOR 30,797.40 - TOTAL 53,636.15 1,549.39

Take Off_Structure Slab Calculation Block G 34 of 39

Concrete Rebar/ Mesh Rebar/ Mesh Ratio

(m3) (m3) (kg) (m2) (kg/m3)

391.40 1,174.21 76,323.59 15,656.12 assumption 10.48 62.86 9,428.85 419.06 assumption 2.44 7.33 476.48 97.74 assumption 61.98 185.94 12,085.91 2,479.16 assumption 246.88 740.63 48,140.82 9,875.04 assumption 7.03 21.08 1,370.07 281.04 assumption 2.75 8.24 535.47 109.84 assumption 0.90 2.70 175.50 36.00 assumption 6.77 20.30 1,319.27 270.62 assumption 8.61 25.82 1,678.27 344.26 assumption 35.47 106.41 6,916.75 1,418.82 assumption 774.69 2,355.51 158,450.97 30,987.70

103.11 6,701.96 1,374.76 assumption 810.59 52,688.42 10,807.88 assumption 86.88 5,647.20 1,158.40 assumption 33.33 2,166.35 444.38 assumption 67.83 4,408.85 904.38 assumption

- 1,101.74 71,612.78 14,689.80 -

412.43 26,807.82 5,499.04 assumption 3,455.03 224,577.21 46,067.12 assumption 347.52 22,588.80 4,633.60 assumption 133.31 8,665.41 1,777.52 assumption 271.31 17,635.41 3,617.52 assumption

- 4,619.61 300,274.65 61,594.80 - 774.69 8,076.85 530,338.40 107,272.30 -

Lean Conc.

Unit Type Slab Calculation 35 of 39

SLAB CALCULATION PER UNIT TYPE

TYPE - A DIMENSION (mm) AREA t SLAB CONCRETE WIREMESHNO ROOM X Y (m2) (mm) (m3) BOT MASS (kg/m2) TOP MASS (kg/m2)1 Bed Room 1 3000 3000 9.00 150 1.35 A8 3.95 B8 5.932 Bed Room 2 3000 3000 9.00 150 1.35 A8 3.95 B8 5.933 Master Bed Room 3000 3450 10.35 175 1.81 A8 3.95 B8 5.934 Toilet 3000 2150 6.45 175 1.13 A8 3.95 B8 5.935 Toilet Corridor 3000 1300 3.90 175 0.68 A8 3.95 B8 5.936 Living + Dining Room 3600 7050 25.38 150 3.81 A8 3.95 B8 5.937 Kitchen 3600 1800 6.48 150 0.97 A8 3.95 B8 5.938 Entrance Corridor 1500 1800 2.70 150 0.41 A8 3.95 B8 5.93

Type A 73.26 11.51

TYPE - B DIMENSION (mm) AREA t SLAB CONCRETE WIREMESHNO ROOM X Y (m2) (mm) (m3) BOT MASS (kg/m2) TOP MASS (kg/m2)1 Bed Room 1 3000 3000 9.00 150 1.35 A8 3.95 B8 5.932 Bed Room 2 3100 3000 9.30 150 1.40 A8 3.95 B8 5.933 Master Bed Room 3100 3650 11.32 175 1.98 A8 3.95 B8 5.93

2000 4250 8.50 175 1.49 B8 5.93 B10 8.144 Toilet 3000 2350 7.05 175 1.23 B8 5.93 B10 8.145 Toilet Corridor 3000 1300 3.90 175 0.68 A8 3.95 B10 8.146 Living + Dining Room 3605 6650 23.97 150 3.60 A8 3.95 B8 5.937 Kitchen 3605 2500 9.01 150 1.35 A8 3.95 B8 5.938 Entrance Corridor 1500 2500 3.75 150 0.56 A8 3.95 B8 5.93

Type B 85.80 13.64

TYPE - C DIMENSION (mm) AREA t SLAB CONCRETE WIREMESHNO ROOM X Y (m2) (mm) (m3) BOT MASS (kg/m2) TOP MASS (kg/m2)1 Bed Room 1 3000 3275 9.83 150 1.47 A8 3.95 B8 5.932 Bed Room 2 3000 3275 9.83 150 1.47 A8 3.95 B8 5.933 Master Bed Room 3000 3500 10.50 175 1.84 B8 5.93 B8 5.93

1900 4200 7.98 175 1.40 B8 5.93 B8 5.934 Toilet 3000 2900 8.70 175 1.52 A8 3.95 B8 5.935 Toilet Corridor 3000 1300 3.90 175 0.68 A8 3.95 B8 5.936 Living + Dining Room 3800 7475 28.41 150 4.26 A8 3.95 B8 5.937 Kitchen 5500 2500 13.75 150 2.06 A8 3.95 B8 5.938 Entrance Corridor 1500 2500 3.75 150 0.56 A8 3.95 B8 5.93

Type C 96.64 15.27


TYPE - D DIMENSION (mm) AREA t SLAB CONCRETE WIREMESHNO ROOM X Y (m2) (mm) (m3) BOT MASS (kg/m2) TOP MASS (kg/m2)1 Bed Room 1 3000 3450 10.35 150 1.55 A8 3.95 B8 5.932 Bed Room 2 3000 3450 10.35 150 1.55 A8 3.95 B8 5.933 Master Bed Room 3000 3650 10.95 175 1.92 B8 5.93 B8 5.93

1300 4350 5.66 175 0.99 B8 5.93 B8 5.934 Toilet 3000 3050 9.15 175 1.60 A8 3.95 B8 5.935 Toilet Corridor 3000 1300 3.90 175 0.68 A8 3.95 B8 5.936 Living + Dining Room 4300 7200 30.96 150 4.64 A8 3.95 B8 5.937 Kitchen 4600 2600 11.96 150 1.79 A8 3.95 B8 5.938 Entrance Corridor 1500 2600 3.90 150 0.59 A8 3.95 B8 5.93

Type D TOTAL 97.18 15.32


REBAR/MESH TONAGE (kg/m2) MESHBOT TOP TOTAL (m2)

35.55 53.37 88.92 18.00 35.55 53.37 88.92 18.00 40.88 61.38 102.26 20.70 25.48 38.25 63.73 12.90 15.41 23.13 38.53 7.80 100.25 150.50 250.75 50.76 25.60 38.43 64.02 12.96 10.67 16.01 26.68 5.40

723.81 146.52


35.55 53.37 88.92 18.00 36.74 55.15 91.88 18.60 44.69 67.10 111.79 22.63 50.41 69.19 119.60 17.00 41.81 57.39 99.19 14.10 15.41 31.75 47.15 7.80 94.69 142.16 236.86 47.95 35.60 53.44 89.04 18.03 14.81 22.24 37.05 7.50

921.48 171.60


38.81 58.26 97.07 19.65 38.81 58.26 97.07 19.65 62.27 62.27 124.53 21.00 47.32 47.32 94.64 15.96 34.37 51.59 85.96 17.40 15.41 23.13 38.53 7.80 112.20 168.44 280.64 56.81 54.31 81.54 135.85 27.50 14.81 22.24 37.05 7.50

991.34 193.27


MESS TONAGE (kg/m2) MESHBOT TOP TOTAL (m2)

40.88 61.38 102.26 20.70 40.88 61.38 102.26 20.70 64.93 64.93 129.87 21.90 33.53 33.53 67.07 11.31 36.14 54.26 90.40 18.30 15.41 23.13 38.53 7.80 122.29 183.59 305.88 61.92 47.24 70.92 118.16 23.92 15.41 23.13 38.53 7.80

992.97 194.35

Kaki ayam/m2D = 12 mm

200 L = 800 mm

100 100 n = 9 bh

200 200 w = 0.89 kg/m'

Tonage per m2

= 6.39 kg

3. volume slab

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