It is assumed that any soil change

It is assumed that any soil change or any site filling done has started from verified hard layer as described in point 6,
and that the filling is done with course granular material, compacted in, depending of compaction equipment, suitable layers with
an all thru compaction level of min. 95 % Modified Proctor.
9. Access to site
It is assumed that the access to the site is suitable for heavy transportation, and that no access road / access road improvement of any kind is
needed
10. Connection points
It is assumed that connection points for rain water, water, sewage, fuel or other piping, power (for construction) and other utilities
are at the site boundary. No work outside site boundary is included.
11. Laydown area
It is assumed that a for the project sufficient laydown and working area is available, free of charge, at site or adjacent to the site
(has the same boundary line).
12. Construction obstacles
It is assumed that no limitations and restrictions of any kind are affecting the construction work (like working time restrictions, noise,traffic etc).
All the works or items mentioned here includes all material (provided, cut, fixed, supported, transported, fabricated, insulated or otherwise provided) and installation necessary
to finalise the work properly, even if not separately mentioned.
All installation shall be performed taking in account OSHA and other requirements regarding safety, like for example excavation for underground installations and temporary
supports of excavated trenches
Also all the works or items mentioned here shall include all the complementary flashings-, fastening-, sealing- and clean-up works according to installation instructions and drawings.
Steel frame inst. must also include re-tightening of bolted joints.
Structural filling-, subbase/base filling layers must be compacted to 95% modified proctor.
All amounts are theoretical amounts, calculated and given without spillage, (waste), material delivered by Wärtsilä includes normal waste (normally 2…10 %, fastening
material 15 %). All filling is calculated as ready compacted. Note! Unit prices shall be for theoretical amounts. Contractor shall automatically calculate and include
necessary spillage (extra) in the unit prices.
All reinforcement is calculated with weights according to mm-bars (Eurocode). If ASTM or other inch. reinforcement is used possible additional weight must be taking
in account by the contractor.
The concrete compression strength mentioned is for a specimen cube with dimension 150x150x150 mm.
If necessary the civil contractor shall use a layer of lean-concrete (50 mm/2"), and include it, even if it is not mentioned in the enclosed documentation.
Material that is ready-painted, and during the installation get damaged, or scratched shall be re-painted by the Contractor using paint supplied by the material manufacturer,
or by paint specified by him. The paint shall be applied in accordance with his specification.
All materials used shall be handled and fixed in accordance with the manufacturers instructions.
The quantities given are preliminary, the detailed engineering has higher priority.
Note! This Bill of Quantity list and corresponding drawings (even if not mentioned here) are complementing each other.
must be included in the price.
Certain smaller items mentioned in the drawings are not listed separately in the Bill of Quantity list.

結果 (中文) 1:

它被假定任何土壤变化或做任何网站充填已开始从已验证的硬层中点 6 处，所述灌浆通过课程颗粒状材料，压实中，取决于压实设备，适用于层通过压实水平至少 95%的所有修改的学监。9.对网站的访问它假设，对网站的访问是适合重型运输，和那没有通路访问道路改善的任何一种是需要10.连接点它假定连接点为雨水、 水、 污水、 燃料或其他管道、 功率 (建设) 和其他实用程序是在站点边界。工地界线外的没有什么工作是包括的。11.放下地区它假设，可用的项目足够放下和工作区，免费的在站点或相邻站点(具有相同的边界线)。12.施工障碍它被假定没有限制和规定的任何一种都影响施工工作 (像工作时间限制，噪音、 交通等)。所有的作品或这里提到的项目包括的所有材料 (提供、 剪切、 固定、 支持、 运输、 制备、 绝缘或另有规定外) 和安装必要要正确，完成的工作，即使不单独提及。应同时考虑 OSHA 和其他要求有关安全，例如喜欢开挖地下设施和临时执行所有安装supports of excavated trenchesAlso all the works or items mentioned here shall include all the complementary flashings-, fastening-, sealing- and clean-up works according to installation instructions and drawings.Steel frame inst. must also include re-tightening of bolted joints.Structural filling-, subbase/base filling layers must be compacted to 95% modified proctor.All amounts are theoretical amounts, calculated and given without spillage, (waste), material delivered by Wärtsilä includes normal waste (normally 2…10 %, fasteningmaterial 15 %). All filling is calculated as ready compacted. Note! Unit prices shall be for theoretical amounts. Contractor shall automatically calculate and includenecessary spillage (extra) in the unit prices.All reinforcement is calculated with weights according to mm-bars (Eurocode). If ASTM or other inch. reinforcement is used possible additional weight must be takingin account by the contractor.The concrete compression strength mentioned is for a specimen cube with dimension 150x150x150 mm.If necessary the civil contractor shall use a layer of lean-concrete (50 mm/2"), and include it, even if it is not mentioned in the enclosed documentation.Material that is ready-painted, and during the installation get damaged, or scratched shall be re-painted by the Contractor using paint supplied by the material manufacturer,or by paint specified by him. The paint shall be applied in accordance with his specification.使用的所有材料应处理和固定按照制造商的说明。给出的数量是初步的详细的工程具有更高的优先级。请注意!此计价清单及相应图纸 (即使在这儿没有提及) 相互补充。必须包括在价格中。某些较小的项目图纸中提到未量清单列表中单独列出。

結果 (中文) 3:

它是假定，任何土壤变化或任何网站填做了验证硬质层开始作为描述在点6，
，灌装完成课程的粒状材料，压实，取决于压实设备的，合适的层
所有穿过压实水平至少95%的改性普罗克特。
9。访问网站假定该网站的访问适合于重型运输，而且没有任何种类的接入道路/接入道路的改善是必要的，10。连接点：假定雨水、水、污水、燃料或其他管道、电力（建筑）及其他公用设施的连接点是在工地边界。没有外部站点边界的工作包括在内。
堆放区这是假设一个项目有足够的堆放和工作地区是可用的，免费的，在现场或附近的场地
（具有相同的边界线）。
12。建筑障碍，假定任何种类的限制和限制都会影响到施工作业（如工作时间限制、噪音、交通等）。所有的作品或物品这里提到的包括所有材料（提供，切割，固定，支持，运输，制造，绝缘或另有规定）和安装必要
敲定的正常工作，即使没有单独提及。
所有安装工作应被执行以在帐户OSHA和其他要求的安全，喜欢例子开挖对地下设施和临时
支持挖掘战壕
同时所有的作品或物品这里提到应包括所有的互补flashings -，紧固-，密封-和清理工作按照安装说明和图纸。
钢框架的来信必须也包括重新拧紧螺栓接头。
结构填充-，基层基础/填充层必须压实95 %改性普罗克特。
所有金额是理论量，计算给定无泄漏，（废物），送料采用Wärtsilä包括正常浪费（通常2……10 %，紧固
材料15%）。所有填充物计算为准备压实。注意！单位价格应为理论金额。承包商应自动计算，包括
必要溢出（额外）的单位价格。
所有加固计算的权重根据毫米酒吧（欧洲）。如果ASTM或其他英寸。钢筋使用可能增加的重量必须以
帐户由承包商。
混凝土抗压强度指的是一150x150x150 mm的试样尺寸
立方体。如果必要土建承包商应使用一层贫混凝土（50毫米/ 2”），和包括它，甚至如果它没有提及的封闭的文档。
材料，准备好画，并在安装被损坏，或划伤应被重新画的承包商使用油漆供应的材料制造商，
或涂料由他指定的。油漆应被应用在按照他的规格。
所有使用的材料应被处理和固定按照制造商的指示。
给予的数量是初步的，详细的工程设计具有更高的优先级。注意
！这账单数量清单及相应的图纸（即使没提到）是相辅相成的。
必须包括在价格中。
一些较小的项目图纸中提到不单独列在工程量清单的账单。