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- 1. ELEMENTAL COST ANALYSIS M EA S U R E M E N T 4
- 2. G R OU 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 PROJECTTITLE 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 CONTRACTSUM : RM 70,562,665.00 DATE OF COMMENCEMENT : 6TH JUNE 2011 DATE OF COMPLETION : 5TH JUNE 2013
- 5. F O RM 1
- 6. GROSS FLOOR AREATO 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 OU 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 TF 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 DF 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 DF 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 FL 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 HF 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 - 9T 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 TH 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 TH 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 TH 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 CirculationArea Ancillary Area Circulation Area : 73.28 m2 Ancillary Area : 550.82 m2 Internal Division : 35.62m2 Total GFA : 659.72 m2
- 29. SUMMARY OF GROSSFLOOR 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 Totalin % 55.99 33.85 6.70 3.43
- 32. FLOOR SPACE NOTENCLOSED - 1290.36m2
- 36. ROOF AREA (STRUCTURAL AND PLANT ROOM) - 1576.49M2
- 38.
- 40.
- 41. F O RM 2
- 42.
- 43. Work below lowestfloor 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.
- 46. Frame Total cost ofelement (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.
- 48.
- 49.
- 50. Upper floor Total costof 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 ofelement = Total cost of upper floor slab - roof slab
- 52.
- 53.
- 54.
- 55. Roof Total cost ofelement (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 ofElement = Total of structural steelwork + total roof finishes + roof slab + handrailing to terrace
- 57.
- 58.
- 59.
- 60.
- 61.
- 62. Staircase Total cost ofelement (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 ofelement = Total of staircase structure + Total of staircase finishes + Total of handrailing
- 64.
- 65.
- 66. External wall Total costof 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 ofelement = Total of external wall + Aluminium work and glazing work
- 68. Aluminium Work &Glazing Work
- 69.
- 70.
- 71. Internal wall Total costof 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.
- 74. Window and Externaldoors 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 costof 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.
- 77. Internal wall finishes Totalcost 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 Costof element = Total of internal wall finishes
- 79.
- 80. Internal floor finishes Totalcost 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.
- 82.
- 83.
- 84.
- 85.
- 86.
- 87. Internal ceiling finishes Totalcost 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.
- 89.
- 90. External finishes Total costof element (RM)=651,548.96 Cost per m2 GFA (RM)=22.71
- 91. External Finishes Cost ofelement = Total of external wall finishes + Total of external floor finishes + Total of external ceiling finishes External wall finishes
- 92.
- 93.
- 94.
- 95. Fittings/furnishes Total cost ofelement (RM)= 771,214.27 Cost per m2 GFA (RM)=26.88
- 96.
- 97.
- 98.
- 99.
- 100.
- 101.
- 102. Services Sanitary Appliances Cost ofelement = 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 inconnection of services
- 105.
- 106.
- 107.
- 108. External works &services
- 109. External Works &Services Site Work- Road and carparks
- 110.
- 111. Landscaping work (Provisionalsum) 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.
- 114.
- 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 RM 3
- 119. ELEMENT COST ANALYSISFORM 3: SUBSTRUCTURE
- 120. ELEMENT COST ANALYSISFORM 3: SUPERSTRUCTURE
- 121. ELEMENT COST ANALYSISFORM 3: FINISHES
- 122. ELEMENT COST ANALYSISFORM 3: FITTINGS & FURNISHING AND SERVICES
- 123. ELEMENT COST ANALYSISFORM 3: EXTERNAL WORKS