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土建工程量清单中英文对照版

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Civil Works - Bill of Quantities

AMain PlantA

1Excavation & Back Filling11.1Excavationtorequiredsideslopesbelowgroundlevelinall

kindsofordinaryandhardsoilssuchasClay,sand,sandy

clay,gravel,softmoorum,hardmoorumetc.for

foundations,pits,trenches,footingetc.includingde-watering,

shoring,struttingasnecessaryandtransportingexcess

excavatedsoiltostackorfillwithinthebasicinitialleadof

500mandunloading,stacking,filling,levellinganddressingto

requiredlevelsandgradesetc.completeasperspecifications

andasdirectedbyEngineerforfollowingdepths.(OnlyPCC

planareaasperdrawingshallbemeasuredforpayment.)The

paymentforthisitemwillbeasanexample:Foradepthof

4.0Mfromgroundleveltherateforthefirst2.0Mdepth

quantitywillbepaidasper(i)andtheremaining2.0Mportion

quantity the rate will be as per (ii) below:-1.1

i) 0.0M - 2.0MCu.M

ii) 2.0M - 4.0MCu.M

iii) 4.0M – 6.0MCu.M

iv) 6.0M – 8.0MCu.M

1.1aExcavationtorequiredsideslopesbelowgroundlevelinall

kindsofWeathered,softandDecomposedRockfor

foundations,pits,trenches,footingetc.(Bymeansof

Excavatingequipment,PickAxe)includingde-watering,

shoring,struttingasnecessaryandtransportingexcess

excavatedsoiltostackorfillwithinthebasicinitialleadof

500mandunloading,stacking,filling,levellinganddressingto

requiredlevelsandgradesetc.completeasperspecifications

andasdirectedbyEngineer-incharge,includingaleadupto

500metres(OnlyPCCplanareaasperdrawingshallbe

measured for payment.)1.1a

i) 0.0M - 2.0MCu.M

ii) 2.0M - 4.0MCu.M

iii) 4.0M – 6.0MCu.M

iv) 6.0M – 8.0MCu.M

1.1bExcavationtorequiredsideslopesbelowgroundlevelinall

kindsofHardRock(Bymeansofcontrolledblastingor

Chiseling,etc.forfoundations,pits,trenches,footingetc.

includingde-watering,shoring,struttingasnecessaryand

transportingexcessexcavatedsoiltostackorfillwithinthe

basicinitialleadof500mandunloading,stacking,filling,

levellinganddressingtorequiredlevelsandgradesetc.

completeasperspecificationsandasdirectedbyEngineer-

incharge,includingaleadupto500metres(OnlyPCCplan

area as per drawing shall be measured for payment.)1.1b

i) 0.0M - 2.0MCu.M

ii) 2.0M - 4.0MCu.M

iii) 4.0M – 6.0MCu.M

iv) 6.0M – 8.0MCu.MItem

No.DescriptionUoM项目编

号1.2Loading,transportingandunloadingtheexcessorrejected

excavatedsoiltodisposalareaortoareasidentifiedby

Engineerforfillbeyondtheinitialleadof500Mincludingre-

excavationfromstacksorheapsstackingorfilling,levelling

anddressingofdumpedmaterialtorequiredlevelsandgrades

all complete as directed by the Engineer for lead of1.2

i) 500m - 1000mCu.M

ii) 1000m - 2000mCu.M

iii) 2000m – 4000mCu.M

1.3Transportingdirectly(withoutstackingwithintheinitiallead)

theexcessorrejectedexcavatedsoiltodisposalareaorto

areasidentifiedbyEngineerforfillbeyondtheinitialleadof

500Mincludingloading,unloading,levellinganddressingfor

lead of1.3

i) 500m - 1000mCu.M

ii) 1000m - 2000mCu.M

iii) 2000m – 4000mCu.M

1.4Backfillingoffoundationpitswithinplinthwithexcavated

earthonly,frompreviouslystockpiledneartheexcavatedarea

orotherwisedisposedareaofwithin500metrestoany

sectionsandordepthafterthecastingoffoundations,etc.in

uniformlayersnotexceeding250mmcompactedthickness

includingwatering,compactionsoastoachieveproctor

densityofnotlessthan95%,transportation,alllabour,

includingre-excavationandloading,unloadingetc.complete

asdirectedbytheEngineer.(OnlyPCCplanareaasper

drawing shall be measured for payment.)Cu.M1.4

1.5Backfillingoffoundationpitswithapprovedqualityexcavated

earthfromborrowareasoutsidetheplantboundaryinlayers

notexceeding250mmofcompactedthicknessincluding

watering,compactionsoastoachieveaproctordensityofnot

lessthan95%includingexcavationinborrowpits,loading,

unloading,transportation,alllabour,equipment,allcharges

includingroyaltyetc.CompleteasdirectedbyEngineer.(Only

PCCplanareaasperdrawingshallbemeasuredfor

payment.)Cu.M1.5

1.6Providingandfillingwithapprovedqualitymooruminareas

aroundfoundationunderfootings,floorsetc.inlayersnot

exceeding150mmofcompactedthicknessincludingwatering,

compaction, etc. complete as directed by the Engineer.Cu.M1.6

1.7Providingandbackfillingwithsandofapprovedqualitytoany

sectionanddepthcarriedoutinuniformlayersofnot

exceeding250mmofcompactedthickness,wellwatered,

rammedandconsolidatedto85%relativedensity,including

costofsand,itstransportation,loading,unloading,equipment,

alllabouretc.completeincludingthetemporaryworksfor

confining the sand, if any required.Cu.M1.7

1.8Providingandlayingofapprovedqualityhardcrushedblack

basaltstonemetalsize40mmaverageintransformeryard

andinotherplaceswhererequiredasperdrawingsforany

thicknessshapeandslope,transportation,includingloading,

unloading,spreading,compacting,alllabour,materialsetc.

complete.Cu.M1.8

合集下载

建筑施工合同中英文对照(2020版)

建筑施工合同中英文对照(2020版)

建设工程施工合同

发包方（甲方）xxxx

Party A: xxxx

承包方（乙方）xxxx

Party B: xxxx

本合同由如上列明的甲、乙双方按照《中华人民共和国合同法》、《建筑安装工程承包合同条例》以及国家相关法律法规的规定，结合本合同具体情况，于xx年x月x日在xx签订。

This contract is signed by the two Parties in xxxx on xxxx according to the “Contract Law of the

People’s Republic of China”, the “Regulation on Building and Installation Contracting Contract”,

and other relevant national laws and regulations, as well as the specific nature of this project

第一条 总则

Article 1 General Principles

1.1合同文件

Contract Documents

本合同包含合同、展示、施工图纸、作法说明、招投标文件以及合同所指的其他文件，它们均被视为合同的一部分。合同文件应该能够相互解释，互为说明。组成本合同的文件及优先解释的顺序如下：本合同、中标通知书、投标书及其附件、标准、规范及有关技术文件、图纸、工程量清单及工程报价单或预算书。合同履行中，发包人承包人有关工程的洽商、变更等书面下一或文件视为本合同的组成部分。

This contract includes the contract itself, exhibits, construction drawings, explanations of

work procedures, tender documents, as well as other documents specified by the contract.

土木建筑工程英语词汇用语及插图

土木建筑工程英语词汇用语及插图

清单第1课

Site Clearance 场地清理

Workmanship 工艺

Preambles To Trades 工程量计算原则

preamble

/ primbl / n [C, U] ~ (to sth) opening statement explaining the purpose of the book,

document, lecture, etc that follows （书籍﹑ 文件﹑ 讲演等的）前言, 序言, 开场白: He launched into his statement without any preamble. 他开门见山地发表言论.

清单第2课

Site Clearance场地平整，场地清理

Wash trough 洗车槽，洗槽，洗涤池，冲洗槽

Booster 美 ['bust]

n. 升压机；支持者；扩爆器

booster pump增压泵

sprinkle 美 ['sprkl]

n. 撒，洒；少量

vt. 洒；微雨；散置 vi. 洒，撒；下稀疏小雨；喷

sprinkler head喷头，(喷水装置的)喷嘴，

stop cock止水阀

outfall排水口，出水口

run-off channel径流通道

hardcore硬底层（碎砖垫层）

mesh reinforcement钢筋网

UC Beam工字钢梁

reinforcement bar Y25 at 75mm centers钢筋中心距

crusher run 或crusher run road碎石道路

Consolidate 使固结，巩固，加强

consolidated thickness 压实厚度

cambers, gradients and crossfalls拱形曲面、坡面、横向放坡

camber路拱

crown （车道横断面的）路拱顶点 crossfall 横向放坡；fall 落差，放坡

建设工程施工合同中英文对照版

建设工程施工合同中英文对照版

建设工程施工合同中英文对照版

中英文建设工程施工合同

Contract for Construction Project

本合同是由承包人（以下简称“甲方”）和业主（以下简称“乙方”）共同订立，旨在规定双方在建设工程项目中的权益和义务。

This contract is entered into by and between the Contractor (hereinafter

referred to as "Party A") and the Owner (hereinafter referred to as "Party B")

to regulate the rights and obligations of both parties in the construction

project.

总则 General Provisions

第一条 项目名称及工程地点：本工程名称为_________，位于_________。

Article 1: Project Name and Location: The name of the project is

__________, located in __________.

第二条 总承包范围：甲方应按照乙方的要求，完成工程项目的设计、施工、验收等工作。

Article 2: Scope of General Contracting: Party A shall complete the

design, construction, and acceptance of the project in accordance with Party

B's requirements.

第三条 施工期限：本工程的施工期限为_________，甲方必须按时完成工程，并交付乙方使用。 Article 3: Construction Period: The construction period of this project is

土建工程量清单(2024)

土建工程量清单(2024)

土建工程量清单

1 / 3引言概述正文内容1.工程概况1.1工程名称与位置：介绍土建工程项目的具体名称和所在位置。1.2工程设计单位：说明土建工程项目的设计单位。1.3工程范围：描述土建工程项目的具体范围和内容。1.4工程周期：概述土建工程项目的预计时间周期。2.工程量计算2.1分部分项工程量计算：介绍将土建工程项目划分为分部分项，并计算每个分项的工程量。2.2单项工程量计算：详细说明针对每个分项工程，通过测量和计算得出具体的工程量。2.3计算方法和技巧：介绍常用的土建工程量计算方法和注意事项。3.工程量清单编制3.1工程量清单的格式和要求：说明土建工程量清单的常见格式和组织要求。土建工程量清单

2 / 33.2清单编号和命名规则：介绍土建工程量清单的编制编号和命名规则。3.3清单项的编制和填写：详细说明每个清单项的编制步骤和内容填写要求。3.4清单项的审核和审批：阐述土建工程量清单的审核和审批程序和要求。4.工程量清单的应用4.1工程造价测算：描述土建工程量清单在工程造价测算中的重要性和应用。4.2工程进度计划：说明土建工程量清单在制定工程进度计划中的作用和意义。4.3材料和设备采购：阐述土建工程量清单在材料和设备采购中的应用和参考价值。5.工程量清单的管理和更新5.1清单管理制度：介绍土建工程量清单的管理制度和标准。5.2清单更新和维护：说明土建工程量清单的更新和维护程序和方法。5.3清单变更管理：详述土建工程量清单的变更管理程序和要求。土建工程量清单

3 / 3总结