# INSTRUCTION: This section consists of TEN (10) short questions. Answer ALL questions.

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1 SECTION A: 40 MARKS BAHAGIAN A: 40 MARKAH INSTRUCTION: This section consists of TEN (10) short questions. Answer ALL questions. ARAHAN : Bahagian ini mengandungi SEPULUH (10) soalan pendek. Jawab semua soalan. C1 QUESTION 1 SOALAN 1 a. List THREE (3) methods of Preliminary Estimating. [3 marks] b. List TWO (2) examples of unit design capacity construction using Unit Valuation method. [1 mark] a. Senaraikan TIGA (3) kaedah Anggaran Awalan. [3 markah] b. Senaraikan DUA (2) contoh bagi sesuatu unit rekabentuk binaan secara kaedah Penilaian Unit. [1 markah] C1 QUESTION 2 SOALAN 2 List FOUR (4) purposes of preliminary estimating in the construction work. Senaraikan EMPAT (4) tujuan anggaran awalan di dalam kerja-kerja pembinaan. 2 SULIT

2 C2 QUESTION 3 SOALAN 3 Based on the given data in Table 1, calculate the rate per unit (RM/unit) for BLOCK D hostel by taking the increasing rate of construction cost 5% per annum. The proposed project will be constructed in year Berdasarkan maklumat yang diberi dalam Jadual 1, kirakan kadar per unit (RM/unit) bagi pembinaan bangunan asrama baru BLOCK D dengan mengambilkira peningkatan kos pembinaan sebanyak 5% setahun. Projek yang dicadangkan akan dibina pada tahun Hostel Blocks Blok Asrama Table 1/Jadual 1 Year of Construction 2009 Tahun Pembinaan 2009 Construction Cost Kos pembinaan No. of Occupants Bilangan pengguna Block A RM 790, Block B RM 850, Block C RM 980, SULIT

3 QUESTION 4 5 are based on the data given in Table 2 Table 2 / Jadual 2 Type / Jenis Construction Cost (RM) / Harga Pembinaan (RM) No. Of Student / Bilangan Pelajar Hostel A / Asrama A 2,000, Hostel B / Asrama B 3,500, C2 QUESTION 4 SOALAN 4 Based on Table 2, calculate the following: a) Unit rate for Hostel A b) Unit rate for Hostel B Berdasarkan Jadual 2, kira: a) Kadar harga Asrama A b) Kadar harga Asrama B C2 QUESTION 5 SOALAN 5 By taking into consideration of the 20% increment rate due to changes in materials, calculate the total construction cost of the new hostel for a capacity of 3000 students. Dengan mengambil kira kadar kenaikan sebanyak 20% kerana kenaikan harga bahan, kirakan jumlah kos pembinaan asrama baru tersebut yang berkapasiti 3000 orang pelajar. 4 SULIT

4 C2 QUESTION 6 SOALAN 6 Based on Figure1, estimate the cost of building if the rate per unit is RM980.00/m 2. Berdasarkan Rajah 1, buat anggaran kos bangunan sekiranya kadar kos pembinaan adalah RM980.00/m 2. 28,000 4,200 14,000 3,200 Figure 1/Rajah 1 C1 QUESTION 7 SOALAN 7 Explain the factors that determine the cost of materials in Build-Up Rate. Jelaskan faktor yang menentukan kos bagi bahan dalam Bina Kadar Harga. 5 SULIT

5 C1 QUESTION 8 SOALAN 8 Describe TWO (2) factors involved in determining the cost of concrete works that mixed manually by hand. Terangkan DUA (2) faktor yang terlibat dalam menentukan kadar harga kerja konkrit yang digaul dengan tangan. QUESTION 9 10 are based on the data given in Table 4 Table 4/Jadual 4 Labour rate per day (8 hour/day) / Kadar upah buruh per hari (8 jam/hari) Labour output to remove, replace & compact / Keupayaan buruh untuk membuang, menggantikan, dan memandatkan Concrete mix ratio Nisbah campuran konkrit 1m3 cement 1m3 simen Cement one bag (50kg) / Satu kampit simen (50 kg) 1.0m 3 sand / 1.0m 3 pasir Aggregate / Aggregate RM hours /m 3 7 jam/m3 1:3: beg 28.7 kampit RM RM RM C2 QUESTION 9 SOALAN 9 Based on the data given in Table 4, determine the material cost for 1m³ concrete. Berdasarkan maklumat di dalam Jadual 4, tentukan jumlah harga untuk 1m³ bancuhan konkrit. 6 SULIT

6 C2 QUESTION 10 SOALAN 10 Calculate the labour cost for removing, replacing and compacting 1.0m 3 concrete mixing. Kirakan kos buruh untuk kerja membuang, menggantikan, dan memandatkan 1.0m 3 bancuhan konrit. 7 SULIT

7 SECTION B : 60 MARKS BAHAGIAN B : 60 MARKAH INSTRUCTION: This section consists of FOUR (4) structured questions. Answer THREE (3) questions only. ARAHAN: Bahagian ini mengandungi EMPAT(4) soalan struktur. Jawab TIGA (3) soalan sahaja. QUESTION 1 SOALAN 1 CLO2 C3 By using TRIANGLE METHOD, prepare the quantity measurement for earthworks (cut and fill) by referring to the given information (Refer Figure 2). i) Area of site ii) Average height of cutting/filling [5 marks] [10 marks] ii) Total volume for earthworks [5 marks] Dengan menggunakan Kaedah Tiga Segi, sediakan pengukuran kuantiti bagi kerjakerja penambakan/pemotongan dengan merujuk data dan maklumat seperti dibawah: i) Keluasan tapak [5 markah] ii) Purata kedalaman/ketinggian penambakan/pemotongan [10 markah] iii) Jumlah isipadu kerja tanah [5 markah] 8 SULIT

8 A A A B B B C C C D D D Grid Interval: (Sela) 10.0 metre Formation Level: metre (Aras Bentukan) A B C D Figure 2/Rajah 2 9 SULIT

9 QUESTION 2 SOALAN 2 CLO2 C3 Refer to drawing No. PSMZA/JKA/CC301/Q1: i) Give FIVE (5) taking off lists for piling work. [5 marks] ii) Prepare the taking off quantities for the following items: a) Bringing and removal piling plant on site b) Supply of initial piles c) Driven depth of piles d) Jointing of piles e) Preparing pile head [15 marks] Merujuk kepada drawing No. PSMZA/JKA/CC301/Q1 i) Berikan LIMA (5) senarai kuantiti untuk kerja-kerja cerucuk. [5 markah] ii) Buat pengiraan kuantiti untuk item yang berikut: a) Membawa masuk dan membawa keluar jentera cerucuk ke tapak b) Membekal cerucuk permulaan c) Kedalaman cerucuk d) Penyambungan cerucuk e) Menyediakan kepala cerucuk [15 markah] 10 SULIT

10 11 SULIT

11 QUESTION 3 SOALAN 3 CLO2 C3 By referring to Drawing No.CC301/Q3/C1&C2 and the information given, calculate the quantity for the following: i) Concrete work for Column T3 ii) Main bar Reinforcement for Column T3 iii) Reinforcement (links) for Column T3 iv) Formwork for Column T3 [5 marks] [5 marks] [5 marks] [5 marks] Dengan merujuk kepada Lukisan No. CC301/Q3/ C1&C2 dan maklumat-maklumat yang diberikan, ukur kuantiti untuk: i) Kerja konkrit bagi Tiang T3 [5 markah] ii) Tetulang utama bagi Tiang T3 [5 markah] iii) Tetulang pengikat bagi tiang T3 [5 markah] iv) Kotak bentuk bagi tiang T3 [5 markah] 12 SULIT

12 Drawing No.CC301/Q3/C1 13 SULIT

13 Drawing No.CC301/Q3/C2 14 SULIT

14 QUESTION 4 SOALAN 4 CLO 2 C3 Based on Drawing No. CC301/Q4/FF, calculate the quantity for the following floor finishing: i. Toilet Cement screed to receive anti slip ceramic tiles ii. Toilet Anti slip ceramic tiles iii. Bedroom 1 & 2 Cement screed to receive marble tiles iv. Bedroom 1 & 2 - Marble tiles [20 marks] Berdasarkan Lukisan No. CC301/Q4/FF, kira kuantiti kemasan lantai untuk: i. Tandas Lepaan simen untuk menerima jubin seramik anti gelincir ii. Tandas Jubin seramik anti gelincir iii. BilikTidur 1 & 2 Lepaan simen untuk menerima jubin marmar iv. BilikTidur 1 & 2 Jubin marmar [20 markah] 15 SULIT

15 Drawing No. CC301/Q4/FF Notes: 1. Size for D1 is 900mm x 2100mm 2. Size for D2 is 800mm x 2100mm 3. All brickwall to be 114mm thickness 4. 19mm thick cement and sand (1:3) cement screed mm x 150mm x 12mm thick ceramic tiles 6. 12mm thick approved broken marble SOALAN TAMAT 16 SULIT

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