PLANNING OF WATER SUPPLY NETWORK, TRAFFIC ANALYSIS AND DESIGN, AND CONSTRUCTION MANAGEMENT IN RUMAH SAKIT IBU DAN ANAK, KECAMATAN SEBERUANG KABUPATEN KAPUAS HULU KALIMANTAN BARAT

Radyatama, Rafly and Pratama, Bima Wahyu and Ridho, Zeno Roland (2023) PLANNING OF WATER SUPPLY NETWORK, TRAFFIC ANALYSIS AND DESIGN, AND CONSTRUCTION MANAGEMENT IN RUMAH SAKIT IBU DAN ANAK, KECAMATAN SEBERUANG KABUPATEN KAPUAS HULU KALIMANTAN BARAT. S1 thesis, Universitas Atma Jaya Yogyakarta.

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Abstract

The mother and child hospital project in Seberuang district, Kapuas Hulu, West Kalimantan has approximately 10000 m2 area. The planning for the project is then divided into three phases, those phases are the water planning phase, transportation planning phase, and construction management phase. Each phase will connect one and the other, making each phase of the planning affect one and the other. The main guide for the hospital planning will be the SNI to ensure that the project’s planning will be executed correctly and efficiently. In the water planning phase, the main objective is to solve the hospital’s clean water demand, the piping system, and the pump power to ensure that the clean water could reach all the fixtures without any problem. Besides the clean water, there is also plumbing and the drainage system, to assist this planning some approaches and methods are taken, such as the approach using the Hazen-Williams equation for the pump power calculation, Mononobe method to calculate average daily rainfall. All the calculations and data are also based on the SNI 8153-2015 about the structure plumbing system, and SNI 03-7065- 2002 regarding the procedure for plumbing system planning. Using the mentioned approach and method, the value of water use at peak hour is obtained to be 1.5552 m3 /minute, and the power the pump needs to generate is 6.8 kW. As for the transportation planning, it will revolve around how to determine the parking capacity and road capacity. In order to determine the road capacity, first, it is necessary to do a survey of the traffic volume of the road. The data from the survey will then be processed using the manual method and with the guide from the MKJI in order to find the road capacity. In the MKJI according to the type of vehicle, the total volume will need to be calculated this is necessary in order to find the actual total volume With the result the road’s degree off calculation can be determined, and the degree of saturation is the comparison between the actual volume and road capacity, it is then determined that the road’s level of service is B. During parking space calculation first the available parking space is calculated then, the result will then be compared with the result of the parking space requirement (KRP) according to Dirjen Perhubungan Darat (1996). Since the available parking space of the hospital doesn’t meet the requirement, an additional area is used to fulfill the remaining parking area requirement. The construction management phase covers the cost and time calculation for the project. Started with assembling the Work Breakdown Structure (WBS) of the project, followed by the Bill Of Quantity (BOQ) according to the WBS. Using the Activity Unit Price Analysis (AHSP) for West Kalimantan for 2021, the cost of the BOQ is calculated. Then the duration, scheduling, and S Curve of the project can be determined. With all the data calculated, the total cost of the project is determined to be Rp 32.726.633.498,28 with the cost to be Rp 6.020.239,19/m2 and the project duration is 331 days.

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