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求助,新加坡招标文件翻译

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adam5850 发表于 2009-2-26 22:43:37 | 显示全部楼层 |阅读模式
跪谢,有新加坡招标文件一套,有能力的朋友帮忙翻译一下
如题,以下是部分段落,有整套文件小弟正在pdf转word,因有水印所以操作繁琐,希望新加坡工作的朋友帮我翻译一下以下的段落,还有S.O.是什么意思?业主还是监理?迷茫啊~~~~
30
LIMITS OF SURFACE SETTLEMENT

30
地面沉降控制

30.1
The method of jacking adopted by the Contractor shall be such that the initial surface settlement measured directly above the front face of the
shield during the jacking operations do not exceed 25 mm and the maximum surface settlement after the tail voids are grouted shall not exceed 50 mm. Subsequently, the ground shall be reinstated to the original level.


30.2
However, for the sections of pipeline crossing under all roads along the route of the pipeline and paved area, the Contractor shall be required to incorporate in his jacking method measures to arrest the expected settlements so as to safeguard the integrity of the road surfaces at all times. The Contractor shall ensure that the traffic flows along all roads are not affected in any way by his work.

30.3
Not withstanding the above, the Contractor shall comply with the latest Code of Practice for Railway Protection (where applicable) by LTA and all other LTA regulations and requirements.

31
CONSTRUCTION TOLERANCES

31.1
The jacked pipe shall be controlled such that;

(a)
The vertical deviation from the design grade is not greater than 25mm and

(b)
The horizontal deviation from the design alignment is not greater than 50mm.

31.2
An as-built survey shall confirm the line and level of the centre of the pipe. These surveys shall be carried out at a frequency to be agreed with the S.O.

31.3
Should the excavation be off line or grade, the return to the design line and/or grade shall be at a rate of not more than 10mm per 4m (1:400) or that shown in the pipeline drawings



-314-




31.4
The S.O. shall be notified immediately if the alignment reaches 18mm off level and 40mm off line.

31.5
In the event that the vertical or horizontal tolerances are exceeded or in the opinion of the S.O. are likely to be exceeded the Contractor shall cease advancement of the jacked pipe and submit to the S.O. for acceptance a Recovery Plan that demonstrates clearly a methodology and procedures for return to the design alignment

31.6
Under no circumstances shall the pipe jack continue once either the vertical or horizontal tolerance has been exceeded until the S.O. has accepted the Contractor's Recovery Plan.

31.7
After factory testing and before despatch, every pipe shall be marked in accordance with the Standard used. In addition, each pipe shall be stamped with a number corresponding with the order of manufacture. Test certificates from the manufacturers or other relevant authority shall be submitted to the S.O. with a copy retained by the Contractor on site and made available upon request from the S.O.

3t.8
All workmanship and materials used in the manufacture shall be subject to the acceptance of the S.O. who shall be from time to time be permitted to inspect materials at source and the manufacturing processes in the factory.

31.9
Pipes shall have roundness such that the difference between the minimum and maximum external diameter does not exceed 1% of the specified nominal external diameter or 6mm, whichever is the lesser.

31.10
Pipes shall have an outer circumference that is within -+1% of the nominal circumference or within +_12mm, whichever is the lesser.

32
SHAFrS, ACCESS MANHOLES AND CHAMBERS AND OTHER SURFACE OPENINGS

32.1
Temporary Trench Support of Surface Openings

32.1.1 Wherever the sub-soil conditions are expected to be of a soft and unstable character, the normal methods of timbering shall probably prove insufficient to avoid subsidence of the adjoining road surfaces, concrete drains and canal and other services.

32.1.2 In such circumstances the Contractor shall be required to use steel trench sheeting or steel sheet piling or some other retaining wall system adequately supported by timber struts, wailings, etc.

32.1.3
Steel sheet piles shall conform to the provision of B.S. 4360 and shall be driven where required and approved or directed by the S.O.

32.1.4 Where used the Contractor shall be required to design the layout of the temporary support system and the overall dimensions of the excavation to suit the available working space and geometry in order to provide and to give sufficient working space for the proper construction of the work.

32.1.5 The Contractor shall be expected to supply, pitch, drive and subsequently remove trench sheeting or piling in accordance with other items of the Specification and the terms "timber" or timbering" shall also apply to steel trench sheeting or steel sheet piling throughout.



-315-





32.1.6 All temporary trench support must be designed by the Professional Engineer engaged by the Contractor. The Professional Engineer must make an effort to visit the site on a regular basis to ensure and certify the adequacy of the construction of the works designed by him. He shall submit a certificate of supervision to S.O's acceptance for each shaft/trench constructed.

32.2
Working Shaft

32.2.1
The excavations for manholes/chambers may be used as working shafts. Where a working shaft is used for the construction of a manhole/chamber, the Contractor shall allow for this in his rates for construction of the manhole/chamber. Additional working shafts may be sunk with the approval of the S.O. but shall not be paid for.

32.2.2 The Contractor shall submit for approval to the S.O. dimensioned drawings and calculations of the timbering or trench sheeting details for the working shafts. Each working shaft shall have a separate ladder bay for access, which shall be isolated from the part of the shaft used for hoisting materials.

32.3
Shaft Break-Outs and Break-Ins

32.3.1 Ground improvement such as jet-grouting or other acceptable means shall be provided at shaft breakouts and break-ins as required to prevent instability of the ground as the pipeline excavation or pipejacking work exits or enters a shaft and elsewhere as required. The Contractor shall allow for such ground improvement works in his tender and no claims for extension of time and loss and expense with respect to such work shall be entertained.
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jessy 发表于 2009-2-27 07:27:33 | 显示全部楼层
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 楼主| adam5850 发表于 2009-2-27 12:08:05 | 显示全部楼层
谢谢啊,如果有人帮我翻译我需要的部分,当我们的招标文件翻译完成后的最终版,我会积极上传,谢谢
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ljmtidilgw 发表于 2009-2-27 17:47:31 | 显示全部楼层
S.O.是什么的简写要搞清楚,这个在合同或条款的其它文件里一定有,请找项目总负责人询问。大家没有必要猜想。

另外,本部分英文是很简单的技术条款,建议楼主自己翻译,有疑难,大家再解决,这么多大篇给别人,自己也提高不了,没有什么意义!当然我也支持论坛里有空闲时间的朋友帮助下楼主。
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ljmtidilgw 发表于 2009-2-27 18:02:52 | 显示全部楼层
我来第一段:
30.1
The method of jacking adopted by the Contractor shall be such that the initial surface settlement measured directly above the front face of the shield during the jacking operations do not exceed 25 mm and the maximum surface settlement after the tail voids are grouted shall not exceed 50 mm. Subsequently, the ground shall be reinstated to the original level.

承包商采用的顶管方法,应该确保顶管施工整个过程中盾构前部地面沉降实测值不超过25mm、(尾空)灌浆后最大地表沉降不超过50mm。最终,要求地面恢复到原来的高程。
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 楼主| adam5850 发表于 2009-2-27 18:57:23 | 显示全部楼层
请kangta加我QQ,411517195
这是新加坡招标文件,我已经翻译了80页左右,论坛上的是后面的东西,因为上面催的紧所以才出此下策,请论坛的朋友一起帮忙,翻译完成后我会发布中英对照版,对于新加坡招标文件的中英对照版就本论坛来说也是稀罕的东西,所以值得大家努力和分享
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ljmtidilgw 发表于 2009-2-27 20:24:01 | 显示全部楼层
wonderwhy美女版主作过TBM的翻译,估计看到这些都是小儿科!
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ljmtidilgw 发表于 2009-2-27 20:34:21 | 显示全部楼层
30.2
However, for the sections of pipeline crossing under all roads along the route of the pipeline and paved area, the Contractor shall be required to incorporate in his jacking method measures to arrest the expected settlements so as to safeguard the integrity of the road surfaces at all times. The Contractor shall ensure that the traffic flows along all roads are not affected in any way by his work.

但是,如果当顶管断面穿过地下管线和铺面区沿程所有道路时,承包商应该在其顶管加固方法中加入如何控制沉降的措施,以保证道路表面的完整性。承包商应该确沿所有道路的交通流量在任何情况下不受施工影响。
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ljmtidilgw 发表于 2009-2-27 20:38:50 | 显示全部楼层
30.3
Not withstanding the above, the Contractor shall comply with the latest Code of Practice for Railway Protection (where applicable) by LTA and all other LTA regulations and requirements.

尽管有以上措施,承包商仍应该遵循LTA最新的铁路保护规范和所有其它LTA规定和要求。
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ljmtidilgw 发表于 2009-2-27 21:04:44 | 显示全部楼层
本帖最后由 ljmtidilgw 于 2009-2-27 22:32 编辑

31
CONSTRUCTION TOLERANCES
施工精度控制

31.1
The jacked pipe shall be controlled such that;
顶压的钢管应该如此控制

(a)
The vertical deviation from the design grade is not greater than 25mm and
垂直偏移设计面量不应大于25mm,并且
(b)
The horizontal deviation from the design alignment is not greater than 50mm.
水平偏移设计线路不应大于50mm

31.2
An as-built survey shall confirm the line and level of the centre of the pipe. These surveys shall be carried out at a frequency to be agreed with the S.O.
施工图测量应该与顶管的中心线和高程一致。这类测量应该按S.O.认可的频率进行。

31.3
Should the excavation be off line or grade, the return to the design line and/or grade shall be at a rate of not more than 10mm per 4m (1:400) or that shown in the pipeline drawings。
开挖如果偏离线路或设计面,调整到设计线或面的坡率不能大于每2.5mm/m(1:400)或按管线图要求执行。

点评

An as-built survey shall confirm the line and level of the centre of the pipe. These surveys shall be carried out at a frequency to be agreed with the S.O. 施工图测量应该与顶管的中心线和高程一致。这  详情 回复 发表于 2012-11-4 07:02
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 楼主| adam5850 发表于 2009-2-27 22:16:22 | 显示全部楼层
谢谢kangta,你让我想到了我们实况战队的kangta
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ljmtidilgw 发表于 2009-2-27 22:35:16 | 显示全部楼层
本帖最后由 ljmtidilgw 于 2009-2-27 22:44 编辑

31.4
The S.O. shall be notified immediately if the alignment reaches 18mm off level and 40mm off line.
如果线路水准偏离18mm、水平偏离40mm,应立即通知S.O.


31.5
In the event that the vertical or horizontal tolerances are exceeded or in the opinion of the S.O. are likely to be exceeded the Contractor shall cease advancement of the jacked pipe and submit to the S.O. for acceptance a Recovery Plan that demonstrates clearly a methodology and procedures for return to the design alignment
如果垂直或水平误差超限或 S.O.认为可能超限,承包商应该停止安装顶管,并向S.O.提交一个明确说明返回到设计位置的方法和步骤的恢复计划让其批准。


31.6
Under no circumstances shall the pipe jack continue once either the vertical or horizontal tolerance has been exceeded until the S.O. has accepted the Contractor's Recovery Plan.
如果水平或垂直误差超限,在S.O.没有接受承包商的恢复计划,任何情况下,顶管施工都不能继续。
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ljmtidilgw 发表于 2009-2-27 23:11:34 | 显示全部楼层
31.7
After factory testing and before despatch, every pipe shall be marked in accordance with the Standard used. In addition, each pipe shall be stamped with a number corresponding with the order of manufacture. Test certificates from the manufacturers or other relevant authority shall be submitted to the S.O. with a copy retained by the Contractor on site and made available upon request from the S.O.
在生产厂家试验后和发货前,每个钢管都要按采用的规范要求来标记。另外,每个钢管应该按加工顺序打上数字标记。厂家或其它相关机构的试验证书应该提交给S.O.,承包商自己保留1份副件在现场,以便S.O.索要时随时可以提供。

3t.8
All workmanship and materials used in the manufacture shall be subject to the acceptance of the S.O. who shall be from time to time be permitted to inspect materials at source and the manufacturing processes in the factory.
加工厂使用的所有工艺和材料都应得到S.O.认可,允许他随时去检查材料的来源和加工过程。

31.9
Pipes shall have roundness such that the difference between the minimum and maximum external diameter does not exceed 1% of the specified nominal external diameter or 6mm, whichever is the lesser.
钢管应该保持统一直径,最大和最小外径差不应超过“1%的额定外径”和“6mm”两者的小者。

31.10
Pipes shall have an outer circumference that is within -+1% of the nominal circumference or within +_12mm, whichever is the lesser.
钢管外周长应该不应超过“1%的额定周长”和“12mm”两者的小者。
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ljmtidilgw 发表于 2009-2-27 23:33:12 | 显示全部楼层
今天有点时间,再来一段


32
SHAFrS, ACCESS MANHOLES AND CHAMBERS AND OTHER SURFACE OPENINGS
竖井、下水道和洞室及其它地表井洞口

32.1
Temporary Trench Support of Surface Openings
地表地表井洞口的临时沟槽壁支护

32.1.1 Wherever the sub-soil conditions are expected to be of a soft and unstable character, the normal methods of timbering shall probably prove insufficient to avoid subsidence of the adjoining road surfaces, concrete drains and canal and other services.
遇到任何软土和不稳定地下土条件,使用常规的木支护/加固法可能难以避免交叉道路表面、混凝土排水沟、渠道和其它设施附近的地面沉降
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ljmtidilgw 发表于 2009-2-28 00:02:13 | 显示全部楼层
本帖最后由 ljmtidilgw 于 2009-2-28 00:06 编辑

32.1.2 In such circumstances the Contractor shall be required to use steel trench sheeting or steel sheet piling or some other retaining wall system adequately supported by timber struts, wailings, etc.
在这种情况下,承包商应使用钢槽板桩或钢板桩或其它有足够支撑能力的木支撑支护的挡土墙系统

321.3
Steel sheet piles shall conform to the provision of B.S. 4360 and shall be driven where required and approved or directed by the S.O.
钢板桩应遵循英国BS 4360规范,按S.O.的要求安装,并得到S.O.的批准和指导.

32.1.4 Where used the Contractor shall be required to design the layout of the temporary support system and the overall dimensions of the excavation to suit the available working space and geometry in order to provide and to give sufficient working space for the proper construction of the work.
为了给工程施工提供一个充足的工作空间,使用临时支护系统的地方,承包商应该自行设计其布局和开挖的总体尺寸,以满足已有的工作空间和几何形态。


32.1.5 The Contractor shall be expected to supply, pitch, drive and subsequently remove trench sheeting or piling in accordance with other items of the Specification and the terms "timber" or timbering" shall also apply to steel trench sheeting or steel sheet piling throughout.
承包商应该根据技术规程的其它项目要求提供、搬运、打入和拆卸槽板桩或桩。术语“木”或“木支护”应该同时也适合于钢槽桩或钢板桩。
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ljmtidilgw 发表于 2009-2-28 00:18:40 | 显示全部楼层
-315-
32.1.6 All temporary trench support must be designed by the Professional Engineer engaged by the Contractor. The Professional Engineer must make an effort to visit the site on a regular basis to ensure and certify the adequacy of the construction of the works designed by him. He shall submit a certificate of supervision to S.O's acceptance for each shaft/trench constructed.
所有临时边坡支护必须由承包商雇佣的职业工程师来设计。职业工程师必须定期参观现场,以确保和验证他设计的施工工程是否安全充分。他应向SO呈交每个井槽施工的监理证书,并得到SO的认可。

32.2
Working Shaft
工作竖井

32.2.1
The excavations for manholes/chambers may be used as working shafts. Where a working shaft is used for the construction of a manhole/chamber, the Contractor shall allow for this in his rates for construction of the manhole/chamber. Additional working shafts may be sunk with the approval of the S.O. but shall not be paid for.
可能需要开挖下水道/洞室作为工作竖井。工作竖井用作为永久下水道/洞室时,承包商应该把这个项目包括到他的费用里。SO可能批准开挖额外工作竖井,但不付费。
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ljmtidilgw 发表于 2009-2-28 00:44:41 | 显示全部楼层
32.2.2 The Contractor shall submit for approval to the S.O. dimensioned drawings and calculations of the timbering or trench sheeting details for the working shafts. Each working shaft shall have a separate ladder bay for access, which shall be isolated from the part of the shaft used for hoisting materials.
承包商应该向SO提交并待批准其工作竖井图,标有尺寸标识和木支护或钢板桩计算祥图。每个工作竖井都有一个独立的放置梯子的空间来进入。这个空间应该与上下运送材料的通道分离开来。

32.3
Shaft Break-Outs and Break-Ins
竖井的进口和出口

32.3.1 Ground improvement such as jet-grouting or other acceptable means shall be provided at shaft breakouts and break-ins as required to prevent instability of the ground as the pipeline excavation or pipejacking work exits or enters a shaft and elsewhere as required. The Contractor shall allow for such ground improvement works in his tender and no claims for extension of time and loss and expense with respect to such work shall be entertained. 在竖井的进口和出口进行如旋喷或其它可接受的地基处理方法,以防止在管线开挖或顶管工程结束或进入竖井或其它地方出现失稳情况。承包商的标书应该包括地基处理,不能索赔时间、损失和费用。
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ljmtidilgw 发表于 2009-2-28 06:59:49 | 显示全部楼层
很多词没有把握,有不当的地方请指正.

S.O.可能是Superintending Officer,就是总监官员,是代表甲方的。
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 楼主| adam5850 发表于 2009-2-28 08:30:19 | 显示全部楼层
就是这个Superintending Officer,我们总工说是业主。。。。。

点评

是总监吧?  发表于 2013-4-25 21:25
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 楼主| adam5850 发表于 2009-2-28 08:34:01 | 显示全部楼层
你为我这个翻译忙到凌晨1点,真是感激不尽
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