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1、Mobilization Schedule海外项目施工投动员计划MOBILIZATION SCHEDULE 1. Site Installation Plan 1.1. Contractors Site Office & Accommodation The site office and accommodation will be constructed in accordance with the requirement of construction management and considering the actual area provided by the Employer. T
2、he site office will be designed to be 1800m2 and includes site office, storage area, parking area, water tower for portable water, wash room and temporary sewerage system. There are 38 site office rooms designed which will accommodates 68 people as office. And there are 48 site accommodation rooms d
3、esigned which will accommodate 250 people. 1.2. Plants and Workshops Concrete plant, asphalt-concrete plant, tower cranes, workshops for carpenters, rebar fabrication, steel structure assembling etc., are arranged according to the construction requirement. Attached Layout Drawings Standard physical
4、mapping for site plan Standard Concrete Plant Material Equipment Office, Lab, Concrete Plant, Precast Area Layout Asphalt Plant Layout 1.3. Utility Plan 1.3.1. Utility at Site Office Water: The portable water will be sourced outside of airport and transported by water tank truck. The water tanks wil
5、l be provided on site to ensure the water supply. Water Tank Electricity: According to the site visit, the employer can provide electricity power supply based on which the power supply will be connected to access point provided by the Employer. A backup generator at capacity of 400kw will be provide
6、d on site. Generators to be provided on site 1.3.2. Utility at Construction Site Water: The water supplied for construction works, such as earth works, concrete mixing, site cleaning etc. will be provided by transporting from outside rivers and by the wells constructed at site. Water tanks to contai
7、n water will be constructed to the requirements of the construction. Temporary Reservoir Electricity According to the site visit, the employer can provide electricity power supply based on which the power supply will be connected to access point provided by the Employer. One 400kw generator, one 200
8、kw generators and two 75kw generators will be provided on site as backup. The 400kw back generator will be used backup the power system for concrete mixing station, rock crush station and Asphalt mixing station. The two 75kw back generators will be used backup the other equipments and site lighting.
9、 2. Mobilization & Demobilization Schedule 2.1. Personnel Mobilization & Demobilization Personnel mobilization and demobilization are arranged as shown in the attached “Personnel Mobilization & Demobilization Plan”. 2.2. Equipment Mobilization & Demobilization Equipment mobilization and demobilizati
10、on are arranged as shown in the attached “Equipment Mobilization & Demobilization”. 2.3. Temporary Roads 2.3.1. Temporary roads for Site Office A Temporary road for site office with 6 meter width will be constructed to connect the ring road for water treatmen and site yard. 2.3.2. Temporary Roads at
11、 Construction site Main temporary roads will be constructed as shown in the attached drawing. Other temporary roads will be constructed during the construction period according to the requirement. 2.4. Temporary Drainage 2.4.1. Temporary Drainage at Site Office The temporary drainage will be constru
12、cted with concrete block on site which shall be 300mm*400mm and 500mm away from the fencing work. The drainage shall be covered and rain water shall be connected by PVC pipe to the drainage. Drainage system 2.4.2. Temporary Drainage at Construction Site 1. The drainage plan at way extension part: th
13、e temporary drainage system will be constructed parallel to the permanent drainage system. It was designed 25meter away from the permanent drainage and 1500mm in width and 500mm in deep. To avoid disturbing the backfilling work, the additional drainage may be added to divert the water into the main
14、drainage system. The rain water will be diverted to the river through the temporary drainage system. 2. The drainage plan at apron area: with considering of the permanent drainage system, there are two-drainage with 1500mm in wide and 500mm in deep will be constructed near apron and taxi lane. The t
15、wo-drainage will divert the water into the river. The drainage system will be improved during the construction to satisfy the requirement of construction. 2.5. Fencing 2.5.1. Fencing at Site Office and Accommodation The Site Office and Accommodation areas will be fenced with 2100mm masonry-steel str
16、ucture. The steel structure will be supported with block wall and column at 5m at interval. Fencing system at Site Office and Accommodation Areas 2.5.2. Fencing at Construction Site The construction area also will be fenced with 2100mm-high steel fencing system and barbwire. To ensure the safety of construction and the airport, the regular patrol will be arranged. Fencing system at construction area 3. Construction histogram:
