(c) Table B2 shows the information on a construction of pad footing F1 &F2. Calculate the built up cost for concreting w

[answerhappygod]

C Table B2 Shows The Information On A Construction Of Pad Footing F1 F2 Calculate The Built Up Cost For Concreting W 1 (83.17 KiB) Viewed 33 times

(c) Table B2 shows the information on a construction of pad footing F1 &F2. Calculate the built up cost for concreting work done manually of pad footing F1 &F2. Jadual B2 menunjukkan maklumat untuk pembinaan asas papak F1 dan F2. Kira kadar harga kerja konkrit yang dijalankan secara manual bagi asas papak F1 dan F2. Materials /Bahan -Cement /Simen : RM 18.50/bag -Sand/Pasir : RM 35.00/m3 -Aggregate / Batubaur : RM 50.00/m3 Labour Constant /Angkatap buruh -Soil Excavation /Penggalian tanah : 1.5 hour/m3 -Removal of the excavated soil/Pengeluaran isi tanah: 0.9 hour/m3 -Backfill & soil compacting /Pemadatan tanah : 1.1 hour/m3 : 0.75 hour/m3 - Remove and replace concrete/Penuangan konkrit -Compact concrete /Pemadatan konkrit : 0.50 hour/m3 Table B2 /Jadual B2 Others/ Lain-lain -Operator wage /Upah pekerja : RM 45.00/hour -Workes /pekerja: 2 person /orang -Profit & overhead/Keuntungan dan pengurusan : 15% -Concrete ratio/nisbah konkrit :1:2:4-19mm aggregate -Type of soil is ordinary soil/Tanah biasa (Assume 1m3 concret/Anggaran Im³konkrit = 28.7 bag cement/kampit simen Footing/ Asas F1 F2 Size /Saiz(m) 1.20 x 1.20 x 0.23 1.05 x 1.05 x 0.15 Depth (m)/ Kedalaman 1.4 1.2 Nos/ Bilangan 5 3 [10 marks] [10 markah]