As a resident engineer you are required to evaluate the estimated price based on detailed drawings of the work of buildi

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As a resident engineer you are required to evaluate the estimated price based on detailed drawings of the work of building for the foundation of a single storey residential house in Arau, Perlis. Please refer to Appendix B1, B2 and B3 and you are required to submit the following: [Sebagai jurutera residen anda dikehendaki menilai anggaran harga berdasarkan lukisan terperinci bagi kerja-kerja membina asas rumah kediaman satu tingkat di Arau, Perlis. Sila rujuk di Lampiran B1, B2 dan B3 dan anda dikehendaki mengemukakan perkara berikut: (a) Please suggest the measurement principles are applied for the cost of estimation pad foundation works. [Sila cadangkan prinsip pengukuran digunakan untuk kos kerja-kerja anggaran asas penapak) (5 Marks/ Markah) (b) Please submit the list of quantity calculation of pad foundation in detail based on the drawings submitted according to the method of quantity calculation, especially for the work of concrete materials, reinforcement and other materials involved. [Sila kemukakan pengiraan senarai kuantiti asas penapak secara terperinci berdasarkan lukisan yang dikemukakan mengikut kaedah pengiraan kuantiti, khususnya bagi kerja-kerja bahan konkrit, tetulang dan bahan-bahan lain yang terlibat.) (8 Marks/ Markah) (c) Using the price rate of the building materials, evaluate the price of the pad foundation materials involved. (Dengan menggunakan kadar harga bahan binaan, nilaikan harga bahan binaan asas penapak terbabit) (7 Marks/ Markah)

2 3 4 5 6600 6600 6600 200x450 200x450 200x450 b F7 F7 F7 Appendix B1 6600 200x450 200x450 200x450 200x450 А) 200x450 200x450 2X4150 F7 F7 GROUND FLOOR PLAN

PAD FOOTING SCHEDULE L1 (mm) L2 (mm) H (mm) 900 900 225 Rx (1) Ry (y) 6Y12 6Y12 1350 1350 300 9412 9Y12 1500 1500 BY16 FOOTING MARK F1 F2 F3 F4 F5 F6 F7 1650 375 375 450 1650 1950 8Y16 9Y16 11416 9Y16 11416 2400 1950 2400 2550 14Y20 14Y20 450 450 2550 17420 17420 200,450 COLUMN SCHEDULE COLUMN MARK C1 Appendix B2 1 300 MINIM 100 LOW UWOUND FLOCH LEVEL fectul cep te te demine on site) UX CRD. FUR. LEV. Xul TO Pog P bod 300 50mm Ink leon concrete STUNP SECTION X-X PLAN MEW SIZE MAN BAR UNK 300x300 8T16 R8-175c/c

Appendix B3 DEFORMED REINFORCING BARS OPERA OD Diameter, Tm Weight om Cross-section area 503 0,395 10 0,617 785 12 0,888 113,0 14 1.210 154,0 201,0 16 1,580 18 254,0 314,0 20 2,000 2,470 2,980 3,850 22 25 380,0 491,0 616,0 804,0 28 4,830 6,310 1018,0 36 7,990 9,860 1257,0 40

Appendix B4 Calculation Assumptions (Schedule of rate): No. Descriptions Unit Value (RM)/% 1. 120.00 M3 2. . RM RM % 120.00 60.00 15.0 3. Average cost Concrete G25-35 Including Formworks Labour 1. Skill workers 2. Unskill workers Plant Costs Percentage of material Reinforcement Cost Infrastructure work of the price of builder's work Others need to be stated 4. 5. tonne % RM3,000.00 15.0 6.