施工条件验收标准翻译-中英对照
a. 投标商必须保护现有设备和表面，不得有影响涂装作业的沉淀物、灰尘和其它影响涂装作业的不利因素。
b. 涂层必须在设备安装完工后或按照业主的要求进行涂装。
质量管理和保证
a. 涂层系统材料的应用必须相符涂层制造商提供的关于涂装表面的备制、材料混合、材料应用、固化和修理标准。
b. 材料信息.
c.符合涂装制造商要求的涂层系统应用、固化和检测的文档必须提交给业主。
d. 投标商要求进行管沟表面的电火花试验的电压标准文件必须提交给业主。
验收标准
表面涂层系统在业主验收之前必须符合下列标准.
a. 地板表面必须分配均匀防滑；
b. 管沟表面必须光滑；
c. 表面必须没有起泡、脱层、裂缝以及裂缝；
d. 涂层系统必须符合业主要求的最小和最大薄膜厚度要求；
e. 表面的质地、颜色和外观必须统一；
4.4.3.24.7砌筑作业
总则
砌筑施工包括砖料或混凝土蜂窝砌块的砌筑施工；按照工作要求全部相关的强化支架、锚固、联结和防水层的施工作业。
材料
红砖
砖材必须使用印度尼西亚I型：125毫米x75毫米x250毫米尺寸，并且获得当地制造商的批准，并符合印度尼西亚N.I. 10标准 Bangunan Bahan sebagai Merah的各项规定。
砖材必须烧制完好，不得有较深或者较大的裂缝，边缘和角落没有损坏，卵石和石灰颗粒的影响。在进行切面检查时，必须显现相同的质地。
混凝土空心砌块
混凝土空心砌块必须符合JISA 5406或者类似业主批准的标准。
尺寸： 390 x 190 x 150 390x 190x 100
混凝土的空心砌筑必须没有严重变形、裂缝或者缺陷。
凝土空心砌筑中使用的水泥、沙料和骨料必须是“混凝土施工”中指定的材料。砌筑中的粗骨料的尺寸不得大于空心砌筑最窄宽度的5 分之1(1/5)。
配套的薄瓷砖
瓷砖的大小大约为200毫米x 250毫米x 6毫米、标准质量、采用隔开式包装的釉膜瓷砖。
业主要求颜色和图案.
应用范围：
a. 洗手间 全部墙壁
b. 浴室 墙壁1.75米
c. 厨房 全部墙壁
砌筑灰浆
灰浆必须符合ASTM C270的适用要求，最小抗压强度为176 千克/厘米2，使用期限为28日；由下列材料组成：
a. 沙料：符合ASTM C144标准，只允许使用冲积的天然砂料；
b. 石灰：
b1 生石灰： ASTM C5
b2 熟石灰： ASTM C207， S型
c. 波兰水泥：ASTM C150，I型
d. 混合水： ASTM C270
使用下列任何一个混合方式(以体积计)作为最佳配合工作，要求产生最佳的工艺品质。
a. 波兰水泥石灰沙混合
a.1波兰水泥或者批准的类似的材料
I型 一部分
a.2熟石灰，S型或者石灰
油灰填塞 不少于1/2部分也不多于 1-1/3部分
a.3砌筑沙料 水泥和石灰的体积总数的2-1/4到3倍。
b. 砌筑水泥沙料混合
b.1个砌筑水泥 一部分
b.2砌筑沙料 砌筑水泥体积的3到4倍。
混合
根据ASTM C270要求使用机械式分批混和器.
加固、联结和锚固，
连续的配筋接合(双倍的半砖隔墙)
a. 钢材、重型的或者特别沉重的连续桁架类型、加工后的热镀锌必须符合ASTM A82标准。
b. 联结宽度：比砌筑总厚度少5厘米。
尖轨连接杆锚固
a．型号
可调整尖轨连接杆；可在与钢架焊接连接杆锚固装置上滑动，或者在连接杆上滑动，或者与楔形榫锚固槽紧密的连接，或者与混凝土或砌筑背衬锚接。
d. The Bidder shall include all cutting and fitting tiles to abutments and protecting floor tiles after lying. The tiles shall be polished, washed and left
clean on completion.
Uses
a. Office areas
b. Kitchen and dining areas
c. Hallways and stair landings
d. Other areas unless otherwise indicated.
UN-GLAZED TILES
Requirements
a. Glazed tiles shall be prime quality and the tile color, size and pattern
shall be approved by the Owner.
b. The tiles shall be installed per Clause 'Ceramic Tile1
Uses
a. Toilet
b. Shower rooms
c. Locker areas
CHEMICAL RESISTANT SPECIAL COATING WORK Scope
a. The Bidder shall arrange for the services of a qualified special
coatings manufacturer to provide coating system(s) for the areas and
under the conditions specified. Such systems(s) shall be guaranteed
by the Bidder for the period of time and to the extent herein specified.
b. The areas involved are indicated on the approved drawings including
concrete surfaces of floors, trenches, curbs and embedded steel
items etc. in the following structures:
b.1 Water Treatment Plant.
b.2 Waste Water Treatment Plant.
b.3 Chlorination Plant.
c. The work Includes the selection of the total coating systems,
preparation of substrate surfaces, priming, coating application,
preparation of each coating to accept next coating, for a multi-coating
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application and treatment of the finish surface. The Bidder shall propose the coating material for the approval. Epoxy coating similar to Master-top is
recommended for b.1 and b.2 and flak line or approved equal shall be used for b.3. The Owner will select the color of the coating.
Documentation to be Submitted
The Bidder shall submit the following minimal documents for the Owner's review before selection of a coating:
a. Generic description and identification numbers of proposed materials,
recommended dry film thickness of each coating, application and
color if different for each area.
b. Preparation procedures for concrete and steel, application
procedures including, but not limited to sketches of corner, concrete
crack, drain, curb, equipment base, joint treatment and curing
methods.
c. Ambient environmental and safety conditions required, prior to,
during and after application until curing is completed.
d. Test and experience data indicating proposed system's past success
in performing under similar conditions.
e. Detailed repair procedures.
Warranty
a. The Bidder shall guarantee the coating system(s) provided, for a
period of five years following the commercial operation.
b. This guarantee shall cover any failure of the coating system(s)
relative to abrasion, cracking, blistering, delaminating and
discontinuities which occur during exposure to the service conditions
specified in "Chemical Resistant Special Coating Work".
c. Upon notice by the Owner of any failures the Bidder shall promptly
visit the site, examine the failure and advise the methods of repairs,
time when repair can be made and environmental conditions required
for repairing the failure.
d. Repairs under the guarantee shall be at no cost to the Owner and
shall be performed promptly at the Owner's convenience.
e. Such repair or removal and replacement shall be guaranteed for the
remaining time of the original guarantee.
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PART 4.4. Civil Works 4.4.3 Technical Specification
f. If desired the Bidder will be allowed to periodically inspect the coating system as to continuation of specified service conditions and possible signs of
imminent failure.
Service and Surface Conditions
a. Chemical exposures
a.1 Floor surfaces shall be considered as subject to "splash and spillage", trenches shall be considered as totally immersible areas, with trenches immersed
50 percent of the time. These conditions will prevail throughout the estimated service life of the coating system(s).
a.2 Coated areas may be exposed to either acidic or caustic conditions based on the worst possible combinations of the fluids as determined by the Bidder.
b. Abrasion exposure
b.1 Floor Surfaces: Constant foot traffic, occasional rubber wheeled fork lift traffic, empty and loaded.
b.2 Trenches: Slow flow of effluent.
c. Temperature
c.1 Floor Surface: Operating temperature range varies from 20°C to 50°C.
c.2 Trenches and Sump Surfaces: Operating temperature range, 20°C to 50°C; temperature shock as determined by the Bidder for the effluent.
d. Existing Conditions of Surfaces.
d.1 Concrete Cracks: Concrete surfaces may have shrinkage cracks, the coating system shall accommodate, without cracking (failure) a 0.2-5 mm in width movement of the existing cracks and the occurrence of new cracks in the concrete.
d.2 Concrete finish shall have a minimum age of 30 days prior to the application of the coating. Concrete shall be made using type II cement and shall have minimum of 250-kg/cm2 compressive strength at 28 days.
d.3 Steel Surfaces may or may not have shop applied prime coats.
2013.5.16