eca

1. ELEMENTAL COST
ANALYSIS
M E A S U R E M E N T 4

2. G R O U P M E M B E R S D
Chau Xet Nee 0320222
Wong De Vin 0319814
Gan Kai Loon 0324549
Kiraly Anthony 0320322
Husni Naim 0326126
Lee Kailyn 0320273
Ng Siew Qing 0325750
Nabila Hanim 0321368
Nadhirah 0321366
Tee Sheng Zi 0325741
Yam Hui Shan 0316058
Audrey Ting Ming Fang 0320247

3. MENARA SENTRAL VISTA
PROJECT TITLE
Cadangan Pembangunan 1 blok Pejabat 20 Tingkat Termasuk
4 Tingkat Car Park Podium
LOCATION
Jalan Tun Sambanthan 4, KL
CLIENT
Yayasan Wilayah Persekutuan

4. CONTRACT DETAILS
AWARDED CONTRACT SUM : RM 70,562,665.00
DATE OF COMMENCEMENT : 6TH JUNE 2011
DATE OF COMPLETION : 5TH JUNE 2013

5. F O R M 1

6. GROSS FLOOR AREA TO BE MEASURED
Ground Floor - Commercial Floor
1st-4th Floor - Carpark
5th Floor - Commercial, Food Court, Management Office
6th-18th Floor - Office Tower
19th Floor - Lift Motor Room, Roof Top

7. G R O U N D F L O O R A R E A
Usable Area
Circulation Area
Ancillary Area
Usable Area : 900.52 m2
Circulation Area : 300.72 m2
Ancillary Area : 146.37 m2
Internal Division : 52.05
Total GFA : 1399.66 m2

9. 1 S T F L O O R
Usable Area
Circulation Area
Ancillary Area
Usable Area : 94.74 m2
Circulation Area : 1515.74 m2
Ancillary Area : 218.51 m2
Internal Division : 113.90 m2
Total GFA : 1942.89 m2

11. 2 N D F L O O R
Usable Area
Circulation Area
Ancillary Area
Usable Area : 0 m2
Circulation Area : 1872.81 m2
Ancillary Area : 22.05 m2
Internal Division : 48.03
Total GFA : 1942.89 m2

13. 3 R D F L O O R
Usable Area
Circulation Area
Ancillary Area
Usable Area : 14.56 m2
Circulation Area : 1785.49 m2
Ancillary Area : 53.01 m2
Internal Division : 89.88 m2
Total GFA : 1942.89 m2

15. 3 A F L O O R
Usable Area
Circulation Area
Ancillary Area
Usable Area : 0 m2
Circulation Area : 1852.18 m2
Ancillary Area : 46.89 m2
Internal Division : 43.82 m2
Total GFA : 1942.89 m2

17. 5 T H F L O O R
Usable Area
Circulation Area
Ancillary Area
Usable Area : 427.72 m2
Circulation Area : 238.75 m2
Ancillary Area : 625.05 m2
Internal Division : 59.72 m2
Total GFA : 1351.24 m2

19. 6 - 9 T H , 11 - 12 T H F L O O R
Usable Area
Circulation Area
Ancillary Area
Usable Area : 1125.46 m2
Circulation Area : 161.77 m2
Ancillary Area : 22.05 m2
Internal Division : 47.03 m2
Total GFA : 1356.31 m2

21. 1 0 T H F L O O R
Usable Area
Circulation Area
Ancillary Area
Usable Area : 1125.46 m2
Circulation Area : 161.77 m2
Ancillary Area : 22.05 m2
Internal Division : 47.03 m2
Total GFA : 1356.31 m2

23. 1 6 T H F L O O R
Usable Area
Circulation Area
Ancillary Area
Usable Area : 1117.90 m2
Circulation Area : 161.77 m2
Ancillary Area : 22.05 m2
Internal Division : 30.27 m2
Total GFA : 1331.99 m2

25. 1 8 T H F L O O R
Usable Area
Circulation Area
Ancillary Area
Usable Area : 1158.30 m2
Circulation Area : 133.04 m2
Ancillary Area : 4.45 m2
Internal Division : 60.52 m2
Total GFA : 1356.31 m2

27. 19 TH FLOOR
Circulation Area
Ancillary Area
Circulation Area : 73.28 m2
Ancillary Area : 550.82 m2
Internal Division : 35.62m2
Total GFA : 659.72 m2

29. SUMMARY OF GROSS FLOOR AREA (GFA)
GF 1399.66
1F-5F 1942.89
6F-9F,11F-12F,18F 1356.31
10F,13F-17F 1331.99
19F 659.72
TOTAL GROSS FLOOR AREA: 28692.61

31. Usable Area Circulation
Area
Ancillary
Area
Internal
Division
Total in % 55.99 33.85 6.70 3.43

32. FLOOR SPACE NOT ENCLOSED - 1290.36m2

36. ROOF AREA ( STRUCTURAL AND PLANT ROOM) - 1576.49M2

38. External Wall Area

40. Total External Area

41. F O R M 2

42. Substructure

43. Work below lowest floor finish
Total cost of element (RM)=519,073.68
Cost per m2 GFA (RM)=18.09
Element Unit Quantity=1,399.62
Element Unit Rate (RM)=370.87
Element Unit per ratio GFA =0.049
Reinforced concrete (m3)= 380
Reinforcement (KG) =54,428
Formwork (m2)=2,535

45. Superstructure

46. Frame
Total cost of element (RM)=11,806,404.01
Cost per m2 GFA (RM)=411.47
Element Unit Quantity=28,693
Element Unit Rate (RM)=411.47
Element Unit per ratio GFA =1.00
Reinforced concrete (m3)= 5,502
Reinforcement (KG) =323,045
Formwork (m2)=39,847

47. Frame

48. Structural Wall

49. Cont’d...

50. Upper floor
Total cost of element (RM)=4,429,733.54
Cost per m2 GFA (RM)=154.38
Element Unit Quantity=27,293.00
Element Unit Rate (RM)=162.30
Element Unit per ratio GFA =0.951
Reinforced concrete (m3)=4,430
Reinforcement (KG) =279,083
Formwork (m2)=22,341

51. Upper Floor
Cost of element = Total cost of upper floor slab - roof slab

52. Cont’d...

53. Cont’d...

54. Cont’d...

55. Roof
Total cost of element (RM)=2,514,644.39
Cost per m2 GFA (RM)=87.64
Element Unit Quantity=1,576.49
Element Unit Rate (RM)=1,595.09
Element Unit per ratio GFA =0.055
Reinforced concrete (m3)=129
Reinforcement (KG) =9,414
Formwork (m2)=826

56. Structural Steelwork
Roof
Cost of Element = Total of structural steelwork + total roof finishes + roof slab + handrailing to terrace

57. Roof Finishes

58. Roof Slab

59. Cont’d...

60. Cont’d...

61. Handrailing

62. Staircase
Total cost of element (RM)=659,951.69
Cost per m2 GFA (RM)=23.00
Reinforced concrete (m3)=593
Reinforcement (KG) =28,709
Formwork (m2)=1,700

63. Staircase Structure
Cost of element = Total of staircase structure + Total of staircase finishes + Total of handrailing

64. Staircase Finishes

65. Handrailing of staircase

66. External wall
Total cost of element (RM)=10,871,459.38
Cost per m2 GFA (RM)=378.89
Element Unit Quantity=4,646.20
Element Unit Rate (RM)=2,339.86
Element Unit per ratio GFA =0.162
Reinforced concrete (m3)= N/A
Reinforcement (KG) = N/A
Formwork (m2)= N/A

67. External Wall
Cost of element = Total of external wall + Aluminium work and glazing work

68. Aluminium Work & Glazing Work

69. Cont’d...

70. Cont’d...

71. Internal wall
Total cost of element (RM)=2,957,834.00
Cost per m2 GFA (RM)=103.09
Element Unit Quantity=29,823.57
Element Unit Rate (RM)=99.18
Element Unit per ratio GFA =1.039
Reinforced concrete (m3)= 202
Reinforcement (KG) = 54,248
Formwork (m2)= 1,173

72. Internal Wall & Partition
Cost of element = Total of internal wall and partition

73. Cont’d...

74. Window and External doors
Total cost of element (RM)=855,535.64
Cost per m2 GFA (RM)=29.82
Element Unit Quantity=1,529.66
Element Unit Rate (RM)=559.30
Element Unit per ratio GFA =0.053
Reinforced concrete (m3)= N/A
Reinforcement (KG) = N/A
Formwork (m2)= N/A

75. Internal doors
Total cost of element (RM)=945,597.23
Cost per m2 GFA (RM)=32.96
Element Unit Quantity=2,453.72
Element Unit Rate (RM)=385.37
Element Unit per ratio GFA =0.086
Reinforced concrete (m3)= N/A
Reinforcement (KG) = N/A
Formwork (m2)= N/A

76. Finishes

77. Internal wall finishes
Total cost of element (RM)=2,384,602.00
Cost per m2 GFA (RM)=83.11
Element Unit Quantity=115,918.00
Element Unit Rate (RM)=20.57
Element Unit per ratio GFA =4.04
Reinforced concrete (m3)= N/A
Reinforcement (KG) = N/A
Formwork (m2)= N/A

78. Internal Wall Finishes
Cost of element = Total of internal wall finishes

79. Cont’d...

80. Internal floor finishes
Total cost of element (RM)=1,426,958.44
Cost per m2 GFA (RM)=49.73
Element Unit Quantity=28,087.00
Element Unit Rate (RM)=50.80
Element Unit per ratio GFA =0.979

81. Internal Floor Finishes

82. Cont’d...

83. Cont’d...

84. Cont’d...

85. Cont’d...

86. Cont’d...

87. Internal ceiling finishes
Total cost of element (RM)=1,031,829.12
Cost per m2 GFA (RM)=35.96
Element Unit Quantity=27,384.00
Element Unit Rate (RM)=37.68
Element Unit per ratio GFA =0.954

88. Internal Ceiling Finishes

89. Cont’d...

90. External finishes
Total cost of element (RM)=651,548.96
Cost per m2 GFA (RM)=22.71

91. External Finishes
Cost of element = Total of external wall finishes + Total of external floor finishes + Total of external ceiling finishes
External wall finishes

92. External Floor Finishes

93. Cont’d...

94. External Ceiling Finishes

95. Fittings/furnishes
Total cost of element (RM)= 771,214.27
Cost per m2 GFA (RM)=26.88

96. Fittings/Furnishes
Stainless steel frame mirror

97. Fitting/Furnishes
Ironmongeries

98. Fittings/Furnishes
Sundries

99. Cont’d...

100. Signage (Provisional sum)

101. Services

102. Services
Sanitary Appliances
Cost of element = Total cost of Sanitary - Cost of stainless steel frame mirror
RM596,112.00 - RM178,040.00 = RM418,272.00

103. Special installation
Total = RM200,000.00

104. Services
Builder’s work in connection of services

105. Cont’d...

106. Cont’d...

107. Cont’d...
Total = RM291,287.51

108. External works & services

109. External Works & Services
Site Work- Road and carparks

110. Cont’d...
Total = RM409,719.20

111. Landscaping work (Provisional sum)
RM419,719.20 + RM770,000 = RM1,179,719.20

112. Drainage
Total cost = total cost of surface water drains + total cost of sewerage reticulation
Surface water drains Sewerage reticulation
RM236,843.20 + RM144,000.00 = RM380,843.20

113. External Services
Water Reticulation

114. Cont’d...

115. Cont’d... Total = RM228,016.00

116. ELV (Provisional sum)
RM228,016.00 + RM1,750,000.00 = RM1,978,016.00

117. Ancillary Buildings
Total = RM32,000.00

118. F O R M 3

119. ELEMENT COST ANALYSIS FORM 3:
SUBSTRUCTURE

120. ELEMENT COST ANALYSIS FORM 3:
SUPERSTRUCTURE

121. ELEMENT COST ANALYSIS FORM 3:
FINISHES

122. ELEMENT COST ANALYSIS FORM 3:
FITTINGS & FURNISHING AND SERVICES

123. ELEMENT COST ANALYSIS FORM 3:
EXTERNAL WORKS