Answer Happy

Question 1 (Soalan 11 As a Project Manager you are required to evaluate the price estimate based on quantity using detailed drawings for the construction of the foundation and ground beams of a residential house in kangar, Perlis. Please refer to the relevant drawings in appendix A1, A2, A3 & A3 and you are required to submit the following: Sebagai Pengurus Projek anda dikehendaki menilai anggaran harga berdasarkan berasaskan kuantiti menggunakan lukisan terperinci bagi kerja-kerja membina asas penapak dan rasuk tanah sebuah rumah kediaman di kangar, Perlis. Sila rujuk di lukisan-lukisan yang berkaitan lampiran Al, A2, A3 & A3 dan anda dikehendaki mengemukakan perkara berikut: a) Please suggest the elements related to the quantity of material involved briefly for the whole item involved to make the foundation of the tread and ground beams as in appendix A1 & A2. [Sila cadangkan elemen-elemen yang berkaitan kuantiti bahan yang terlibat secara secara ringkas untuk keseluruhan item yang terlibat untuk membuat asas penapak dan rasuk tanah seperti di lampiran A1 & A2 ] (2 Mark) b) Please submit the total calculation of the details of the list of quantities of column bases, footings and ground beams involving concrete materials and reinforcements involved only excluding mold work and other items as stated above. Please use the quantitative detail paper format during the calculation as enclosed together in appendix A4. (Sila kemukakan pengiraan keseluruhan butiran senarai kuantiti pangkal tiang, asas-asas penapak dan rasuk tanah yang melibat baha-bahan konkrit dan tetulang-tetulang yang terlibat saja tidak termasuk kerja-kerja acuan dan lain perkara seperti dinyatan di atas. Sila gunakan format kertas butiran kuanti semasa pengiraan seperti disertakan bersama-sama di lampiran 44.) (8 Mark)

2004 PAD FOOTING SCHEDULE L1 (mm) 2 (mm) H (mm) 900 900 225 Rx (9) 6Y12 Ry (9) 450 DEL 9Y12 FOOTING MARK F1 F2 F3 F4 F5 F6 300 375 ONUN 1350 1500 1650 1950 2400 1350 1500 1650 1950 2400 6Y12 9412 8416 9Y16 8416 9Y16 SECTION A-A 375 450 11416 14420 11416 14Y20 450 COLUMN SCHEDULE Appendix A1 R8-150 C/C . 2720 AU COLUMN SCHEDULE COLUMN MARK C2 GRD. FR. LEV. 300 . TATU ONDON A X TO X 2820 Som the leon concrete 300 STUMP SECTION X-X PLAN MEW SIZE MAIN BAR LINK 300x300 4116 R8-150c/c

a b с C d NOTE 1. Weight of te reinforcement 1. Die mm -0.395 kg/m 2. Dla 16mm - 1.580 kg/m 3D 20 - 2.47 kg/m 2. Annotation 6600 6600 5600 1. All Cocrete Gred 35 2. Cocrete Cover 50mm 200-451 Z0250 200450 2 2 3 3 F6 F6 F6 6 FOL Appendix B2 6600 02 0902 1 22 2050 200-150 200-450 F6 6 F6 F6 F6 GROUND FLOOR PLAN

Appendix A3 DEFORMED REINFORCING BARS Diameter, mm Weight, kg 0,395 8 Cross-section area, mm 503 78,5 1130 10 0,617 0,888 12 14 1,210 154,0 16 1,580 2010 18 2,000 2540 20 2,470 3140 22 2,980 380,0 25 3,850 4910 $ 8 8 8 8 6 28 4,830 6160 32 8040 8,310 7,990 10180 9.860 12570