DOCSLIB.ORG

CREDVAN PRICE LIST Updated As at : 27-Feb-20

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
CREDVAN PRICE LIST Updated As at : 27-Feb-20 CREDVAN PRICE LIST Updated as at : 27-Feb-20 Check For Updates KUALA LUMPUR 5 Seater 7 Seater 7 Seater 10 Seater 10 Seater 14 Seater 17 Seater 40 Seater Important Notes : CAR MPV Premium MPV Premium MPV Van Van Van Bus (group of 3) (group of 4) (group of 5) (group of 7) (group of 7) (group of 9) (group of 12) (group of 40) Please submit the Booking Enquiry before make a payment 3 x 0 5 x 0 6 x 0 8 x 0 9 x 0 13 x 0 16 x 0 40 x 0 3 x 3 4 x 4 5 x 4 7 x 7 7 x 7 9 x 9 12 x 12 40 x 50 Nissan Almera Proton Exora Vellfire Starex Toyota Hiace Foton CS2 2.8 CAM Placer X Toyota Vios Toyota Innova Alphard or similar Foton CS Era Jinbei 2.2 or similar Proton Persona Toyota Avanza Estima or similar King Long Placer Perodua Myvi or similar or similar Nissan Urvan *If 18 Seater *If 44 Seater or similar CAM Kingo 17 x 0 44 x 0 Joy Long Era Komuter 13 x 13 44 x 50 PRIVATE TRANSFER ETA Price One Way (MYR) LOCAL TRANSFER KL – Subang 16 min (20.6 km) MYR 90 MYR 100 MYR 190 MYR 146 MYR 120 MYR 150 MYR 180 MYR 910 KL – Sunway Lagoon 13 min (14.7 km) MYR 85 MYR 90 MYR 198 MYR 138 MYR 120 MYR 140 MYR 180 MYR 910 KL – ICT Shah Alam 22 min (29.0 km) MYR 110 MYR 120 MYR 200 MYR 160 MYR 130 MYR 180 MYR 190 MYR 910 KL – Bangi 28 min (31.4 km) MYR 110 MYR 125 MYR 200 MYR 175 MYR 130 MYR 150 MYR 200 MYR 910 KL – Putrajaya 33 min (33.7 km) MYR 100 MYR 130 MYR 200 MYR 180 MYR 140 MYR 180 MYR 210 MYR 910 KL – Cyberjaya 28 min (31.2 km) MYR 100 MYR 130 MYR 200 MYR 180 MYR 140 MYR 180 MYR 210 MYR 910 KL – Port Klang (Cruise Port) 1 h 14 min (45.6 km) MYR 140 MYR 150 MYR 250 MYR 190 MYR 170 MYR 200 MYR 220 MYR 1,040 KL – Genting Highlands (Skyway Station) 58 min (52.8 km) MYR 200 MYR 300 MYR 590 MYR 450 MYR 400 MYR 500 MYR 560 MYR 1,170 KL – Genting Highlands (First World Hotel) 1 h 28 min (60.0 km) MYR 210 MYR 310 MYR 600 MYR 460 MYR 410 MYR 510 MYR 570 n/a KL – Janda Baik 47 min (47.7 km) MYR 200 MYR 300 MYR 580 MYR 440 MYR 400 MYR 500 MYR 560 MYR 910 KL – Sepang (Golden Palm Tree Resort) 1 h 14 min (78.2 km) MYR 150 MYR 230 MYR 350 MYR 220 MYR 200 MYR 250 MYR 300 MYR 520 SOUTH BOUND TRANSFER KL – Seremban 46 min (63.5 km) MYR 150 MYR 198 MYR 300 MYR 230 MYR 210 MYR 250 MYR 280 MYR 780 KL – Port Dickson 1 h 40 min (91.8 km) MYR 200 MYR 260 MYR 350 MYR 330 MYR 260 MYR 300 MYR 340 MYR 780 KL – A’Famosa 2 h 11 min (145.2 km) MYR 340 MYR 370 MYR 600 MYR 480 MYR 400 MYR 500 MYR 540 MYR 1,040 KL – Malacca 2 h 11 min (145.2 km) MYR 340 MYR 370 MYR 600 MYR 480 MYR 400 MYR 500 MYR 540 MYR 1,040 KL – Kluang 2 h 55 min (263 km) MYR 500 MYR 600 MYR 800 MYR 730 MYR 700 MYR 750 MYR 780 MYR 1,300 KL – Legoland, Johor 3 h 26 min (329.1 km) MYR 600 MYR 750 MYR 900 MYR 880 MYR 850 MYR 900 MYR 950 MYR 1,690 KL – Johor Bahru 3 h 37 min (329.4 km) MYR 600 MYR 750 MYR 900 MYR 880 MYR 850 MYR 900 MYR 950 MYR 1,690 KL – Mersing Jetty (Tioman Island) / Desaru / Kota Tinggi 4 h 38 min (350.9 km) MYR 630 MYR 800 MYR 1,100 MYR 930 MYR 900 MYR 950 MYR 1,000 MYR 1,820 KL – Tanjung Leman Jetty 4 h 55 min (431 km) MYR 800 MYR 900 MYR 1,200 MYR 950 MYR 920 MYR 970 MYR 1,100 MYR 1,950 KL – Tg. Gemok Jetty, Kuala Rompin 4 h 26 min (313.0 km) MYR 630 MYR 800 MYR 1,100 MYR 930 MYR 900 MYR 950 MYR 1,000 MYR 1,690 KL – Kukup Jetty (Tanjung Balai) 3 h 43 min (342 km) MYR 600 MYR 750 MYR 900 MYR 880 MYR 850 MYR 900 MYR 950 MYR 1,820 KL – Singapore 4 h (350 km) MYR 900 MYR 1,000 MYR 1,400 MYR 1,150 MYR 1,100 MYR 1,200 MYR 1,300 MYR 1,950 NORTH BOUND TRANSFER KL – Kuala Selangor 1 h (68.4 km) MYR 240 MYR 260 MYR 400 MYR 335 MYR 293 MYR 350 MYR 375 MYR 910 KL – Sekinchan 1 h 26 min (94.9 km) MYR 260 MYR 300 MYR 470 MYR 380 MYR 340 MYR 400 MYR 435 MYR 1,040 KL – Tanjung Sepat 1 h 21 min (90.4 km) MYR 250 MYR 290 MYR 450 MYR 370 MYR 320 MYR 390 MYR 420 MYR 1,040 KL – Kuala Selangor (Firefly Park) 1 h (68.4 km) MYR 240 MYR 270 MYR 420 MYR 330 MYR 300 MYR 350 MYR 400 MYR 910 KL – Fraser’s Hill 1 h 56 min (99.7 km) MYR 300 MYR 350 MYR 500 MYR 430 MYR 410 MYR 450 MYR 490 n/a KL – Bukit Tinggi (Colmar Tropicale) 54 min (56.2 km) MYR 250 MYR 280 MYR 350 MYR 290 MYR 280 MYR 300 MYR 340 MYR 1,170 KL – Cameron Highlands 3 hr 00 min (205.982 KM) MYR 400 MYR 550 MYR 750 MYR 630 MYR 600 MYR 650 MYR 700 MYR 1,820 KL – Lumut Jetty (Pangkor Island) 3 h 35 min (230.3 km) MYR 500 MYR 560 MYR 800 MYR 700 MYR 640 MYR 730 MYR 750 MYR 1,300 KL – Kapar 45 min (47.8 km) MYR 130 MYR 140 MYR 200 MYR 140 MYR 120 MYR 150 MYR 180 MYR 910 KL – Ipoh 2 h 15 min (205.2 km) MYR 400 MYR 500 MYR 700 MYR 580 MYR 550 MYR 600 MYR 650 MYR 1,040 KL – Taiping 3 h 33 min (266.5 km) MYR 500 MYR 600 MYR 900 MYR 780 MYR 750 MYR 800 MYR 850 MYR 1,300 KL – Bukit Merah Lake Town Resort 3 h (286.0 km) MYR 580 MYR 640 MYR 1,000 MYR 820 MYR 780 MYR 850 MYR 900 MYR 1,300 KL – Pulau Banding Jetty (Royal Belum State Park) 4 h 57 min (370.2 km) MYR 750 MYR 800 MYR 1,000 MYR 880 MYR 850 MYR 900 MYR 950 MYR 1,820 KL – Alor Setar 4 h 45 min (438 km) MYR 800 MYR 870 MYR 1,100 MYR 930 MYR 900 MYR 950 MYR 1,000 MYR 1,950 KL – Kuala Kedah (Langkawi Island) 5 h 5 min (438.5 km) MYR 800 MYR 870 MYR 1,100 MYR 930 MYR 900 MYR 950 MYR 1,000 MYR 1,950 KL – Kuala Perlis / Kangar 5 h 48 min (496.8 km) MYR 900 MYR 950 MYR 1,250 MYR 1,000 MYR 980 MYR 1,150 MYR 1,200 MYR 2,080 KL – Padang Besar / Bukit Kayu Hitam 5 h 34 min (505.3 km) MYR 900 MYR 950 MYR 1,250 MYR 1,000 MYR 980 MYR 1,150 MYR 1,200 MYR 2,080 KL – Butterworth 3 h 52 min (351 km) MYR 600 MYR 700 MYR 900 MYR 830 MYR 800 MYR 850 MYR 900 MYR 1,690 KL – Penang 3 h 42 min (357.8 km) MYR 600 MYR 700 MYR 900 MYR 830 MYR 800 MYR 850 MYR 900 MYR 1,690 KL – Hatyai, Thailand 6 h 17 min (534.3 km) MYR 1,100 MYR 1,200 MYR 1,900 MYR 1,500 MYR 1,400 MYR 1,600 MYR 1,700 MYR 2,600 EAST BOUND TRANSFER KL – Kuala Gandah, Lanchang (Elephant Sanctuary) 1 h 29 min (109.7 km) MYR 400 MYR 450 MYR 680 MYR 550 MYR 500 MYR 580 MYR 620 MYR 1,040 KL – Kuala Tembeling Jetty, Jerantut (National Park) 2 h 51 min (195.5 km) MYR 400 MYR 500 MYR 800 MYR 600 MYR 550 MYR 650 MYR 700 MYR 1,300 KL – Kuala Tahan, Jerantut (Taman Negara) 3 h 51 min (241.7 km) MYR 430 MYR 530 MYR 840 MYR 630 MYR 580 MYR 680 MYR 730 MYR 1,560 KL – Sg Lembing, Kuantan 3 h 15 min (268 km) MYR 600 MYR 650 MYR 950 MYR 750 MYR 700 MYR 850 MYR 900 MYR 1,560 KL – Kuantan 3 h 18 min (237.1 km) MYR 500 MYR 550 MYR 850 MYR 680 MYR 650 MYR 750 MYR 800 MYR 1,300 KL – Cherating 3 h 25 min (279.0 km) MYR 520 MYR 570 MYR 870 MYR 700 MYR 670 MYR 770 MYR 820 MYR 1,300 KL – Chini Lake (Tasik Chini) 3 h 21 min (232 km) MYR 700 MYR 750 MYR 1,000 MYR 830 MYR 800 MYR 850 MYR 900 MYR 1,300 KL – Bera Lake (Tasik Bera) *Fishing *Abondoned 2 h 18 min (171 km) MYR 650 MYR 700 MYR 950 MYR 780 MYR 750 MYR 800 MYR 850 MYR 1,170 KL – Kemaman 3 h 25 min (297 km) MYR 600 MYR 650 MYR 1,000 MYR 750 MYR 700 MYR 800 MYR 900 MYR 1,300 KL – Tanjong Jara, Dungun 4 h 8 min (371 km) MYR 750 MYR 800 MYR 1,050 MYR 880 MYR 850 MYR 900 MYR 950 MYR 1,690 KL – Pengkalan Gawi Jetty (Kenyir Lake) 5 h 5 min (451.1 km) MYR 900 MYR 1,050 MYR 1,400 MYR 1,150 MYR 1,100 MYR 1,200 MYR 1,300 MYR 2,080 KL – Jenagor Jetty (Kenyir Lake Houseboat) 4 h 43 min (425.6 km) MYR 950 MYR 1,100 MYR 1,450 MYR 1,200 MYR 1,130 MYR 1,250 MYR 1,350 MYR 2,080 KL – Shahbandar Jetty, Terengganu (Redang island) 4 h 41 min (452.6 km) MYR 950 MYR 1,100 MYR 1,450 MYR 1,200 MYR 1,150 MYR 1,250 MYR 1,350 MYR 1,950 KL – Marang Jetty (Kapas Island) 4 h 48 min (420.9 km) MYR 800 MYR 900 MYR 1,300 MYR 1,150 MYR 1,100 MYR 1,200 MYR 1,250 MYR 1,950 KL – Merang Jetty (Redang Island) 5 h 3 min (467.3 km) MYR 900 MYR 1,000 MYR 1,400 MYR 1,250 MYR 1,200 MYR 1,300 MYR 1,350 MYR 1,950 KL – Kuala Terengganu / Shahbandar Jetty (Redang Island) 5 h 3 min (450.7 km) MYR 800 MYR 1,050 MYR 1,300 MYR 1,150 MYR 1,100 MYR 1,200 MYR 1,300 MYR 1,950 KL – Kuala Besut Jetty (Perhentian Islands) 5 h 57 min (532.1 km) MYR 1,100 MYR 1,150 MYR 1,500 MYR 1,250 MYR 1,200 MYR 1,300 MYR 1,400 MYR 2,080 KL – Rantau Panjang 6 h 20 min (413.3 km) MYR 950 MYR 970 MYR 1,350 MYR 1,150 MYR 1,100 MYR 1,200 MYR 1,300 MYR 2,080 KL – Kota Bharu 6 h 59 min (439.4 km) MYR 1,000 MYR 1,020 MYR 1,400 MYR 1,250 MYR 1,200 MYR 1,300 MYR 1,350 MYR 2,080 SURCHARGES Midnight Surcharge (12:00 AM - 06:00 AM) 50% 50% 50% 50% 50% 50% 50% 50% NOTES 1 Includes : ✔ Private Transport ✔ Driver ✔ Fuel ✔ Toll 2 Excludes : ❌Meals & Snacks ❌Child Seat 3 FREE Waiting Time up to 30 min 4 For other route, please submit Booking Enquiry.
Load more

Recommended publications
  • Mohammadreza Gharibreza Muhammad Aqeel Ashraf
    Mohammadreza Gharibreza Muhammad Aqeel Ashraf Applied Limnology Comprehensive View from Watershed to Lake Applied Limnology Mohammadreza Gharibreza Muhammad Aqeel Ashraf Applied Limnology Comprehensive View from Watershed to Lake Mohammadreza Gharibreza Muhammad Aqeel Ashraf Soil Conservation and Watershed Department of Geology Management Research Institute University of Malaya Tehran, Iran Kuala Lumpur, Malaysia ISBN 978-4-431-54979-6 ISBN 978-4-431-54980-2 (eBook) DOI 10.1007/978-4-431-54980-2 Springer Tokyo Heidelberg New York Dordrecht London Library of Congress Control Number: 2014939876 © Springer Japan 2014 This work is subject to copyright. All rights are reserved by the Publisher, whether the whole or part of the material is concerned, specifically the rights of translation, reprinting, reuse of illustrations, recitation, broadcasting, reproduction on microfilms or in any other physical way, and transmission or information storage and retrieval, electronic adaptation, computer software, or by similar or dissimilar methodology now known or hereafter developed. Exempted from this legal reservation are brief excerpts in connection with reviews or scholarly analysis or material supplied specifically for the purpose of being entered and executed on a computer system, for exclusive use by the purchaser of the work. Duplication of this publication or parts thereof is permitted only under the provisions of the Copyright Law of the Publisher’s location, in its current version, and permission for use must always be obtained from Springer. Permissions for use may be obtained through RightsLink at the Copyright Clearance Center. Violations are liable to prosecution under the respective Copyright Law. The use of general descriptive names, registered names, trademarks, service marks, etc.
    [Show full text]
  • Dissolved Oxygen Prediction Using Support Vector Machine Sorayya Malek, Mogeeb Mosleh, Sharifah M
    World Academy of Science, Engineering and Technology International Journal of Bioengineering and Life Sciences Vol:8, No:1, 2014 Dissolved Oxygen Prediction Using Support Vector Machine Sorayya Malek, Mogeeb Mosleh, Sharifah M. Syed [10]-[12]. ANN is a well-suited method with self-adaptability, Abstract—In this study, Support Vector Machine (SVM) self-organization, and error tolerance for nonlinear simulation. technique was applied to predict the dichotomized value of Dissolved However, this method has limitationsdue to its complex oxygen (DO) from two freshwater lakes namely Chini and Bera Lake structure that requires a great amount of training data, (Malaysia). Data sample contained 11 parameters for water quality difficulty in tuning the structure parameter that is mainly features from year 2005 until 2009. All data parameters were used to predicate the dissolved oxygen concentration which was based on experience, not sensitive to the noise produce and its dichotomized into 3 different levels (High, Medium, and Low). The “black box” nature that makes it difficult to understand and input parameters were ranked, and forward selection method was interpret the data [13], [14]. applied to determine the optimum parameters that yield the lowest Considering the drawbacks of ANN, recently support vector errors, and highest accuracy. Initial results showed that pH, Water machine (SVM) are become widely used for predicting the Temperature, and Conductivity are the most important parameters DO concentration [15], [16]. It is a new machine-learning that significantly affect the predication of DO. Then, SVM model was applied using the Anova kernel with those parameters yielded technology based on statistical theory and derived from 74% accuracy rate.
    [Show full text]
  • Table of Contents
    UNIVERSITI PUTRA MALAYSIA RESOURCE MANAGEMENT AND CONSERVATION OPTIONS OF TASEK BERA WETLAND, PAHANG, MALAYSIA HAIRAZI RAHIM @ ABDUL RAHIM FPAS 2018 19 RESOURCE MANAGEMENT AND CONSERVATION OPTIONS OF TASEK BERA WETLAND, PAHANG UPM By HAIRAZI RAHIM @ ABDUL RAHIM COP © Thesis Submitted to the School of Graduate Studies, Universiti Putra Malaysia, in Fulfillment of the Requirements for the Degree of Doctor of Philosophy April 2018 i COPYRIGHT All material contained within the thesis, including without limitation text, logos, icons, photographs, and all other artwork, is copyright material of Universiti Putra Malaysia unless otherwise stated. Use may be made of any material contained within the thesis for non-commercial purposes from the copyright holder. Commercial use of material may only be made with the express, prior, written permission of Universiti Putra Malaysia. Copyright © Universiti Putra Malaysia UPM COP © i Abstract of thesis presented to the Senate of Universiti Putra Malaysia in fulfilment of the requirement for the degree of Doctor of Philosophy RESOURCE MANAGEMENT AND CONSERVATION OPTIONS OF TASEK BERA WETLAND, PAHANG, MALAYSIA By HAIRAZI RAHIM @ ABDUL RAHIM April 2018 UPM Chairman : Professor Datuk Mad Nasir Shamsudin, PhD Faculty : Environmental Studies Demand factors for a certain environmental asset should be highlighted clearly in determining the most appropriate actions to be taken by resource manager. The main attributes of Tasek Bera wetland currently jeopardized by economic activities and other externalities. Both resource management and conservation options policy should be able to attain a sufficient sum of revenue in order to continuously managing the resources of Tasek Bera wetland efficiently. Hence, this study attempts to estimate the use value of the wetland.
    [Show full text]
  • Assessing the Hydrodynamic Pattern in Different Lakes of Malaysia 73
    DOI: 10.5772/intechopen.73274 ProvisionalChapter chapter 5 Assessing thethe HydrodynamicHydrodynamic PatternPattern inin DifferentDifferent Lakes Lakes of Malaysia Zati Sharip, Shahirwan Aman Shah, Aminuddin Jamin and Juhaimi JusohJusoh Additional information isis available atat thethe endend ofof thethe chapterchapter http://dx.doi.org/10.5772/intechopen.73274 Abstract Hydrodynamic simulations using three-dimensional numerical model were carried out in three different shallow tropical lakes to understand the characteristics of water movement in the respective water bodies. The models were based on meteorological data from the nearest stations and calibrated with current measurement, temperature, or water-level data. The results show good agreement between measured and simulated velocities and/ or temperature at certain depth. This study found that the major driving forces of the hydrodynamic pattern were different in the three lakes. Hydrodynamic simulations showed that Bukit Merah and Durian Tunggal reservoirs were more sensitive to wind- driven motion. Floodplain lakes, such as Bera Lake, are more sensitive to flood inflow by the main river during the monsoon season. Convective motion driven by water tempera- ture gradient was important for Bukit Merah and Bera Lake. Keywords: circulation, convective motion, hydrodynamic simulation, numerical modeling, wind-driven motion 1. Introduction Hydrodynamic studies in water bodies are important areas of study for researchers and managers to understand patterns of surface water movement and pollutant transport. Varia- tions in hydrodynamics among lakes have been associated with differences in morphological geometries and the surrounding topographies as well as hydrometeorological and geochemi- cal influences [1]. Simulations of hydrodynamic pattern using high-dimensional numerical models have become useful for understanding the complex role of different forcing mecha- nisms.
    [Show full text]
  • Hydrological Assessment and Suspended Sediment Loading of the Chini Lake Catchment, Pahang, Malaysia
    Vol. 5(6), pp. 303-309, June 2013 International Journal of Water Resources and DOI 10.5897/IJWREE2012.0368 ISSN 2141-6613 © 2013 Academic Journals Environmental Engineering http://www.academicjournals.org/IJWREE Full Length Research Paper Hydrological assessment and suspended sediment loading of the Chini Lake catchment, Pahang, Malaysia Sujaul I. M.1, Ismail B. S.1*, Muhammad Barzani G.1, Sahibin A. R.1 and Mohd Ekhwan T.2 1School of Environment and Natural Resource Sciences, Faculty of Science and Technology, Universiti Kebangsaan Malaysia, 43600 UKM Bangi, Selangor, Malaysia. 2School of Social Development and Environmental Studies, Faculty of Social Science and Humanities, Universiti Kebangsaan Malaysia, 43600 UKM Bangi, Selangor, Malaysia. Accepted 26 April, 2013 Hydrological evaluation and sediment loading of the Chini Lake catchment was investigated. Sediment loads and water discharge from seven selected feeder rivers were measured over a period of one year (January to December 2006). Suspended sediment concentration was measured by the standard method. The annual rainfall from 1984 to 2006 at the Chini Lake catchment ranged from 1487.70 mm (1997) to 3071.40 mm (1994), with the annual rainfall for 2006 being 2544.50 mm. Stream flow rate during the sampling periods was relatively slow, ranging from 0.001 to 1.31 m3s-1 (or an average of 0.21 m3s-1). The highest and lowest stream flow discharges were recorded from the Gumum River and Cenahan River subcatchment. The amount of sediment load ranged from 0.49 to 166.02 kg/km2/day (or an average of 30.57 kg/km2/day) in the study area.
    [Show full text]
  • Research Paper
    Environmental Degradation in Malaysia’s Pahang River Basin and its Relation with River Pollution: Strategic Plan from Assessment to Mitigation using Geo-Informatics Faisal Nadeem Saher1, Nasly Binti Mohamed Ali2, Tuty Asmawaty Binti Abdul Kadir3, Giacomo Teruggi4, Mohammed Amjed Hossain5 1,5Faculty of Civil Engineering and Earth Resources, University Malaysia Pahang (UMP) 2Centre for Graduate Studies, University Malaysia Pahang (UMP) 3Faculty of Computer Systems & Software Engineering, University Malaysia Pahang (UMP) 4World Meteorological Organization (WMO) Geneva, Switzerland Corresponding author: e-mail: [email protected] , +60-16 938 3120 REFERENCE NO ABSTRACT Ref # EEM – 25 This is an established truth that with the growing world, the environmental degradation process cannot avoid but the technology is a solution to minimize this process. A sustainable development depends on plans, which are design on the strong basis of comprehensive datasets. Under this research studies, the required datasets were generated using remote sensing and GIS system integrated with field GPS surveys. The representations of these datasets further analyzed to ensure the data quality and output results. The objectives of the study were to find out the Pahang River pollution and environmental threats by assessing and analyzing different data layers of topographical, geological, hydrological, land cover, GPS surveys and satellite image. The methodology adopted to achieve the desired goals and to combat the complexity of the hydro-environmental system of Pahang River drawn from the idea to integrate the engineering tools with the geo- informatics techniques. This resultant output of the project enabled to develop a system of system for the existing and future development datasets in different research institutions in Malaysia for the decision makers and researchers.
    [Show full text]
  • Quality of Life of the Rural Community: a Comparison Between Three Cities
    Journal of Social Sciences 7 (4): 508-515, 2011 ISSN 1549-3652 © 2011 Science Publications Quality of Life of the Rural Community: A Comparison between Three Cities 1Sulaiman Md Yassin, Hayrol Azril Mohamed Shaffril, Bahaman Abu Samah, Md. Salleh Hassan, Mohd Shahwahid Othman, Asnarulkhadi Abu Samah and Siti Aisyah Ramli Laboratory of Sustainable Development and Agriculture Extension, Institute for Social Science Studies, Universiti Putra Malaysia Abstract: Problem statement: Pahang and Muar Rivers are two major rivers in Malaysia. In the past, these two rivers did play an important role in flourishing the economic activities of the local community and upgrading their quality of life. Does the community along these two rivers have a good quality of life? Answers for this question will bring us to the main objective of this study which is to investigate the level of quality of life of the community living along Pahang River and Muar River and to investigate any difference that might occur between the communities in Pekan, Bahau and Muar. Approach: Each of the cities is represented by 300 respondents making the overall total respondents selected for this study was 900. This is a quantitative study and a questionnaire was used to gain the data needed. A total of seven aspects of quality of life namely home condition, physical environment, safety at the areas, social involvement and relationship, education, financial and job security and infrastructure facilities had been studied. Results: Results gained have revealed that community along Pahang River and Muar River do have a high level of quality of life. And further analysis using ANOVA have shown that there are significant differences in six of the aspects of quality of life studied.
    [Show full text]
  • 4 Diversity and Abundance of Bird Communities in Tasek Bera Forest Reserve, Pahang
    Journal of Wildlife and Parks (2014) 27 : 25-34 25 DIVERSITY AND ABUNDANCE OF BIRD COMMUNITIES IN TASEK BERA RAMSAR SITE, PAHANG, MALAYSIA Alim Biun* & Matsain Mohd. Buang Research and Education Division, Sabah Parks P.O.Box 10626, 88806 Kota Kinabalu, Sabah, Malaysia. *Corresponding author: [email protected] ABSTRACT A bird fieldwork survey was conducted for 5 days at Tasek Bera Wildlife Reserve on the 21st to 25th May 2009. This is one of the field work activities that were conducted by Sabah Parks’ research team in the participation of wildlife survey which was organized by Department of Wildlife and National Parks. Two methods were adopted namely general observation and point sampling during the course of survey. A total of 65 species in 29 families were successfully recorded from both general observation and point sampling. The results of point sampling gave that a conservative density estimates 0.8 birds per 61 m2 occupied the understorey of forest within the range of 2 m above the ground. However, due to the limited survey time, this estimation most probably is an underestimation. Keywords: Tasek Bera Wildlife Reserve, Bird, Survey, Abundance, Diversity INTRODUCTION Tasek Bera in the state of Pahang, Malaysia about 5 hours drives from Kuala Lumpur International Airport (KLIA), was located at 020 47 - 03009’N and 1020 23’ – 1020 47’E lies 35 m above sea level in the southeastern part of Temerloh, north and south of Kg. Datok. The watershed of this lake lies on the plains between the main and eastern ranges of Peninsular Malaysia between 30 and 70 m contour.
    [Show full text]
  • The Format of the IJOPCM, First Submission
    International Journal of Engineering & Technology, 7 (3.14) (2018) 67-74 International Journal of Engineering & Technology Website: www.sciencepubco.com/index.php/IJET Research paper The Potential Impacts of Anthropogenic and Climate Changes Factors on Surface Water Ecosystem Deterioration at Kenyir Lake, Malaysia Mohd Khairul Amri Kamarudin1,2*, Noorjima Abd Wahab1*, Hafizan Juahir1, Nik Mohd Firdaus Nik Wan1, Mu- hammad Barzani Gasim1, Mohd Ekhwan Toriman3, Frankie Marcus Ata1, Adiana Ghazali1, Atikah Anuar1, Hanif Abdullah1, Nur Izzati Hussain1, Syahril Hirman Azmee1, Muhammad Hafiz Md Saad1, Muhammad Saupi1, Mir Sujaul Islam4, Rahmah Elfithri5 1East Coast Environmental Research Institute (ESERI), Universiti Sultan Zainal Abidin, Gong Badak Campus, 21300 Kuala Nerus, Terengganu, Malaysia. 2Faculty of Applied Social Science, Universiti Sultan Zainal Abidin, Gong Badak Campus, 21300 Kuala Nerus, Terengganu, Malaysia 3Faculty of Social Sciences and Humanities, Universiti Kebangsaan Malaysia, 43600 Bangi, Selangor, Malaysia 4Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang, 26600 Pekan, Pahang, Malaysia. 5Institute for Environment and Development, Universiti Kebangsaan Malaysia, 43600 Bangi, Selangor, Malaysia *Corresponding author E-mail: [email protected], [email protected] Abstract Water ecosystem deterioration can be affected by various factors of either natural environment or physical changes in the river basin.. Data observation were made during dry season (April 2017) and wet season (December 2017). 21 sampling stations were selected along Kenyir Lake Basin. Overall, the water quality status as stated in NWQS is categorized as Class I on dry season and Class II on wet sea- son. The major pollutants in Kenyir Lake are Total Suspended Solids (TSS), Chemical Oxygen Demand (COD), Dissolve Oxygen and pH which are contributed largely by untreated or partially treated sewage from tourism development and construction activities around the basin.
    [Show full text]
  • An Evaluation of Bera Lake (Malaysia) Sediment Contamination Using Sediment Quality Guidelines
    Hindawi Publishing Corporation Journal of Chemistry Volume 2013, Article ID 387035, 13 pages http://dx.doi.org/10.1155/2013/387035 Research Article An Evaluation of Bera Lake (Malaysia) Sediment Contamination Using Sediment Quality Guidelines Mohammadreza Gharibreza,1,2 Muhammad Aqeel Ashraf,1,3 Ismail Yusoff,3 and John Kuna Raj3 1 Department of Geology, University of Malaya, 50603 Kuala Lumpur, Malaysia 2 Soil Conservation and Watershed Management Research Institute, P.O. Box 13445-1136, Tehran, Iran 3 Department of Chemistry, University of Malaya, 50603 Kuala Lumpur, Malaysia Correspondence should be addressed to Muhammad Aqeel Ashraf; [email protected] Received 21 August 2012; Revised 25 December 2012; Accepted 4 January 2013 Academic Editor: Javier Hernandez-Borges Copyright © 2013 Mohammadreza Gharibreza et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Bera Lake is known as the first RAMSAR site and is the largest natural lake in Malaysia. Sediment quality guidelines (SQGs) and Geoaccumulation index were used to evaluate Bera Lake sediment contamination. Five undisturbed cores were collected from Bera Lake sediment. Major and trace levels of elements were determined for 132 subsamples using an inductively coupled plasma mass spectrometry (ICP-MS). The results marked two major groups of metallic elements bonded to the terrestrial and organic-rich sediments. Terrestrial sediments were strongly associated with accumulation of Li, Al, Pb, Cu, Cr, Na, Mg, Sr, and K during main fluxes of metals. However, a strong positive correlation was obtained between Fe, Mn, As, Zn, Cu, Ni, Ca, and Cd elements and TOC and TN.
    [Show full text]
  • Ecology and Development Series No. 57, 2008
    Ecology and Development Series No. 57, 2008 Editor-in-Chief: Paul L.G.Vlek Editors: Manfred Denich Christopher Martius Charles Rodgers Nick van de Giesen Hong Ching Goh Sustainable tourism and the influence of privatization in protected area management. A case of Kinabalu Park, Malaysia ABSTRACT The worldwide evolution of park management has revealed the dual roles of parks in meeting nature conservation and social objectives. Sustainable tourism is able to support these roles by providing financial support to nature conservation, benefiting local communities through providing employment opportunities and capacity building as well as by maintaining visitor satisfaction. Kinabalu Park in Malaysia is a World Natural Heritage Site and well known for its floral diversity and mountainous landscape. Tourism generates substantial financial income to the park, which is essential to support nature conservation and also provides job opportunities to the local communities. Nevertheless, the steady inflow of park visitors raises concern over sustainability of tourism in Kinabalu Park. A privatization program was introduced in 1998 to manage the tourism facilities so that the park authority (Sabah Parks) can focus on the nature conservation and tourism impact management. No study is known to exist that evaluates the park management in Kinabalu Park after privatization. Hence, this research evaluates the park management against the socio-economic principles of sustainable tourism. Specifically, it aims to determine how the privatization program assists the park authority in 1) enhancing conservation activities by channeling the tourism revenue into research activities, training programs and tourism impact management, 2) benefiting the local communities through job opportunities and capacity building, and 3) improving visitor satisfaction.
    [Show full text]
  • Federal Subsidiary Legislation Environmental Quality Act 1974
    FEDERAL SUBSIDIARY LEGISLATION ENVIRONMENTAL QUALITY ACT 1974 [ACT 127] P.U.(A) 12/79 ENVIRONMENTAL QUALITY (SEWAGE AND INDUSTRIAL EFFLUENTS) REGULATIONS 1979 Incorporating latest amendments - P.U.(A) 398/2000 Publication : 1st February 1979 Date of coming into operation : 1st January 1981 ARRANGEMENT OF REGULATIONS Preamble PART I - PRELIMINARY Regulation 1. Citation and commencement Regulation 2. Interpretation Regulation 3. Application PART II - NEW SOURCES OF DISCHARGE Regulation 4. Prohibition against new and altered sources of effluent discharge Regulation 5. Requirement and approval of plans. PART III - ACCEPTABLE CONDITIONS OF DISCHARGE INTO INLAND WATERS Regulation 6. Prohibition of discharge of effluent containing certain substances Regulation 7. Standard Methods of analysis of effluents Regulation 8. Parameter limits of effluent to be discharged into inland waters PART IV - DISCHARGE OF EFFLUENT AND SLUDGE ONTO LAND Regulation 9. Restrictions on the discharge of effluents Regulation 10. Restrictions on disposal sludges. PART V - LICENCE FOR CONTRAVENTION OF ACCEPTABLE CONDITIONS Regulation 11. Acceptable conditions which may be contravened. Regulation 12. Reporting charges in Information furnished for purposes of application. Regulation 13. Making changes that alter quality of effluent. Regulation 14. Display of licence. Regulation 15. Continuance of existing conditions and restrictions in case of change in occupancy. PART VI - MISCELLANEOUS Regulation 16. Point of discharge Regulation 17. Dilution of effluent Regulation 18. Accidental discharge or spill. Regulation 19. Provisions for inspection. Regulation 20. Occupier to render assistance during inspections. PART VII - FEES Regulation 21. Fee for written permission. Regulation 22. Fee for licence including renewal licence. Regulation 23. Waiver of fee Regulation 24. Fee for transfer of licence.
    [Show full text]