INSTRUCTION: This section consists of TWO (2) structured questions. Answer all questions on this section.

SECTION A : 50 MARKS BAHAGIAN A : 50 MARKAH INSTRUCTION: This section consists of TWO (2) structured questions. Answer all questions on this section. ARAHAN : Bahagian ini mengandungi DUA (2) soalan berstruktur. Jawab semua soalan pada bahagian ini. QUESTION 1 SOALAN 1 C1 (a) List the content of tender advertisement. Senaraikan kandungan di dalam iklan tender. [5 marks] C2 (b) Briefly discuss FIVE (5) factors that need to be considered in selecting the qualified tenderer. Secara ringkas bincangkan LIMA (5) faktor yang perlu dipertimbangkan dalam memilih petender yang berkelayakan. [10 marks] [10 markah] C2 (c) Describe the purpose of the following tenders:- i. Selective tender ii. Negotiation tender iii. Two stage selective tender Terangkan tujuan tender-tender berikut:- i. Tender terpilih ii. Tender perundingan iii. Tender pra kelayakan [10 marks] [10 markah] 2

QUESTION 2 SOALAN 2 C3 According to the Figure A2, calculate the quantity of earthwork for cut and fill using the Triangle Method. Data given : a. Interval is 10m b. Formation level is 100.5 c. Top soils is 150mm Merujuk kepada Rajah A2, kirakan kuantiti kerja tanah untuk pengorekan dan penambakan dengan menggunakan Kaedah Segitiga. Diberi data : a. Jarak sela 10m b. Aras bentukan 100.5 c. Lapisan tanah atas 150mm A B C D 1 99.5 98.2 102.2 95.3 2 100.2 101.8 97.2 101 3 94.7 100 96.95 102 Figure A2 / Rajah A2 [25 marks] [25 markah] 3

SECTION B : 50 MARKS BAHAGIAN B : 50 MARKAH INSTRUCTION: This section consists of FOUR (4) structured questions. Answer TWO (2) questions only. ARAHAN: Bahagian ini mengandungi EMPAT (4) soalan berstuktur. Jawab DUA (2) soalan sahaja. QUESTION 1 SOALAN 1 C1 a) Define construction industry and state THREE (3) activities relating to construction. Takrifkan industri pembinaan dan nyatakan TIGA (3) aktiviti yang berkaitan dengan pembinaan. [5 marks] C1 b) A Contract Act is introduced and implemented to solve the problems that may arise in the construction project. State FIVE (5) principles of contract according to Contract Act 1950. Akta Kontrak diperkenalkan dan diaplikasikan untuk menyelesaikan masalahmasalah yang mungkin timbul di dalam projek pembinaan. Nyatakan LIMA (5) prinsip kontrak berdasarkan Akta Kontrak 1950. [5 marks] C2 c) There are several types of contracts in construction industry. Discuss THREE (3) types of Contracts. Terdapat beberapa jenis kontrak dalam industri pembinaan. Bincangkan TIGA (3) jenis kontrak tersebut. 4 [15 marks] [15 markah]

QUESTION 2 SOALAN 2 C1 a) State FIVE (5) purpose of Preliminary Estimation Senaraikan LIMA (5) tujuan Taksiran Awalan [5 marks] C2 b) Based on Figure B2, estimate the cost of the building using the Floor area Method. Given the price rate is RM450.00/m 2 Berdasarkan Rajah B2, anggarkan kos bangunan menggunakan Kaedah Keluasan Lantai. Diberi kadar kos pembinaan adalah RM450.00/m 2 [5 marks] 6800mm 5000mm Porch 3000mm 1500mm Figure B2 / Rajah B2 C3 c) Based on Table B2 below, the schools were constructed in year 2010. The proposed school will be constructed at Trolak in year 2016. This school will be equipped with 600 chairs. Calculate the school construction cost by taking the increasing rate 6 % per annum. 5

Berdasarkan Jadual B2 di bawah, sekolah telah di bina pada tahun 2010. Sebuah sekolah dicadangkan di Trolak pada tahun 2016. Sekolah ini akan menampung 600 buah kerusi. Kirakan kos pembinaan sekolah ini dengan menambil kira kadar peningkatan 6% setahun. School/ Sekolah Construction cost/ Kos pembinaan No of chair/ Bilangan kerusi Location/ Lokasi A RM 800 000 400 Slim River B RM 850 000 450 Sungkai C RM 970 000 500 Behrang 2020 Table B2 / Jadual B2 [15 marks] [15 markah] 6

QUESTION 3 SOALAN 3 C3 Built up rate for concrete Grade 20 (1:2:4 aggregates 20mm) that is mixed manually. The price rate must include the cost of mixing, transporting, casting and compacting concrete. Important information: i. 1 m 3 cement 28.7 bags ii. Price of cement/bag RM10.00 iii. Price of 1m 3 sand RM15.00 iv. Price of 1m 3 coarse aggregate RM25.00 v. Shrinkage and wastage percentage 50% vi. Profit margin 20% vii. Labour cost for 1 worker per day (8 hours) RM40.00 viii. Labour constant for mixing, transporting, casting and compacting concrete into formwork per day (8 hours) 7.75 hour/m 3 Bina kadar harga bagi konkrit Gred 20 (1:2:4 - agregat 20mm) yang dibancuh secara manual. Kadar harga tersebut perlulah termasuk kos membancuh, mengangkut, menuang dan memadatkan konkrit. Maklumat penting: i. 1m 3 simen 28.7kampit ii. Harga simen/kampit RM10.00 iii. Harga 1m 3 pasir RM15.00 iv. Harga 1m 3 batu baur RM25.00 v. Peratus pengecutan dan pembaziran 50% vi. Kadar keuntungan 20% vii. Kos buruh untuk seorang pekerja/hari (8 jam) RM40.00 viii. Angkatap buruh untuk kerja membancuh, mengangkut, menuang dan memadat konkrit 7.75 hour/m 3 [25 marks] [25 markah] 7

QUESTION 4 SOALAN 4 C3 According to Drawing No.DCC2073/B4 below, carry out taking off for pre-cast concrete piles. You can make assumptions if the information provided is not sufficient. Taking off Lists: a. Mobilization of piling plant - item b. Supply of initial pile - no. c. Driven of pile - m d. Supply of extension pile - no. g. Jointing of pile - no. Specifications: 1. All piles shall be of cross-sectional size 200mm x 200mm 2. Starter pile 3.00 m long 3. Extension pile 3.00m and 6.00m long 4. Estimated penetration depth : 20.00 m 5. Working load 45 tonne/piles Legend : P1 : pile cap with 1 pile point : pile cap with 2 pile point : pile cap with 3 pile point P4 : pile cap with 4 pile point 8

Berdasarkan Lukisan No. DCC2073/B4 dibawah, sediakan pengukuran kuantiti bagi cerucuk konkrit pratuang. Anda boleh membuat andaian jika maklumat tidak disediakan. Senarai pengukuran kuantiti a. Pergerakan jentera cerucuk - item b. Membekal cerucuk permulaan - no. c. Melantak cerucuk - m d. Membekal cerucuk sambungan - no. g. Sambungan cerucuk - no Spesifikasi: 1. Semua cerucuk bersaiz 200mm x 200mm 2. Cerucuk permulaan 6.00m panjang 3. Cerucuk tambahan-3.00m dan 6.00m panjang 4. Anggaran kedalaman kemasukan : 20.00m 5. Beban kebolehkerjaan 45ton/cerucuk Petunjuk : P1 : tetopi cerucuk dengan 1 point : tetopi cerucuk dengan 2 point : tetopi cerucuk dengan 3 point P4 : tetopi cerucuk dengan 4 point 9

1 2 3 4 5 A P1 B P1 P1 C P4 D P1 Drawing No. DCC2073/B4 / Lukisan No. DCC2073/B4 [25 marks] [25 markah] SOALAN TAMAT 10