tu dien giao thong (v a)

Glossary

Vietnamese English

12 ChÌn khe mèi nèi Joint Sealer3 % passing by weigth4 ¡n mßn, MµI mßn ®Þa chÊt Abrasion5 ¸p dông cho çI g× To be Applicable in6 Application of Surcharge Load7 ¸p lùc ®ong cäc v¸n8 ¸p lùc ®Òu Uniform Pressure9 ¸p lùc dßng ch¶y Stream flow pressure

10 Pore water pressure11 ¸p SuÊt Pressure12 §¸ d¨m /§¸ cuéi/§¸ nghiÕn Blinding Stone/Cobber Stone/ Crushed Rock13 §¸ nghiÕn Disintegrated Rock14 §¸ sái Boulders15 §¸ng kÓ Appreciable16 §¸nh gi¸ chung vÒ çc ®Þa tÇng General Evaluation Of Stratificaation

1718 §¬n gi¸ Rate19 §¬n gi¸ unit price20 §¬n gi¸ Unit price21 §¬n thÇu Form of Bid22 §¬n thÇu vµ tãm t¾t gi¸ thÇu bid and bid summary23 §¬n vÞ tróng thÇu successful bidder24 §¬n xin dù s¬ tuyÓn ®Êu thÇu pre-qualification application25 §µI cäc Pile Caps26 §µo excavation

2728 §µo kÕt cÊu Structure Excavation29 §µo kÕt cÊu Structure Excavation30 §µo lÊy mÉu trªn toµnbé ®é s©u To cut full depth sample

31 Ensure Prompt & Effective Drainage32 §¶m b¶o dßng ch¶y Preservation of Channel

3334 §¶m b¶o tu©n thñ çc yªu cÇu cña Ensure Adherence To the Requirement of35 §¾p ch©n mãng Foudal Fill36 §¾p l¹i tr¶ Back - Filling37 §¾p nÒn vµ çc khu vùc cÇn lÊp Formation of Embankment Areas of Fill38 §¾p tr¶ b»ng vËt liÖu cÊp phèi Granular Backfill39 Permeable Material

Cã nh÷ng hµnh vi tham nhòng hoÆc gian lËn trong qu¸ tr×nh c¹nh tranh giµnh hîp ®ång ®ang ® îc ®Ò cËp

engage in corrupt or fraudulent practices in competing for the contract in question

% lät sµng theo träng l îng

¸p dông ph ¬ng ph¸p gia t¶iPiles

¸p lùc n íc lç rçng

§¸p ng ® îc yªu cÇu thiÕt kÕ vµ ®iÒu kiÖn hîp ®ång

To meet the design requirement & contractual conditions

§µo ®¾p hay xíi ®Êt ®¸ hoÆc çc vËt liÖu kh¸c

Excavation a placing or disposal of earth, rock or other material

§¶m b¶o cho n íc th¶I tho¸t nhanh vµ hiÖu qu¶

§¶m b¶o sau khi ®Çm ®¹t ®é dµy yªu cÇu

To Attain the required thickness after compaction

§¾p tr¶ b»ng vËt liÖu thÊm n íc

40 Backfilling and Reinstatement41 designated representative42 the legal authorized representative43 §¹t ®é ®«ng kÕt ban ®Çu Attain its initial set44 Obtain a bearing Capacity45 bring into operation46 Opening to traffic47 §æ bª t«ng to pour concrete48 §æ bª t«ng Placing concrete49 Properties of Curve50 §Æc ®iÓm cña tuyÕn Alignment feature51 §Æc ®iÓm däc tuyÕn Feature along Alignment52 §Æc tÝnh ®ñ dai F53 §Æc tÝnh chung General Characteristics54 §Æt cèt thÐp Placement of reinforcement55 §Æt èng Piles Installation56 §Æt hµng Place Order57 §Æt khu«n Formed setting

58 to place, erecton, desk slab construction59 §Çm / §Çm kü Compact / Thoroughly Compact60 §Çm b»ng tay/ §Çm b»ng m¸y Tamper / Compactor61 §Çm bµn ngoµI Sureface pan type62 §Çm cèt liÖu theo cÊp Compacting Graded63 §Çm dïi(bªn trong) Internal Pan type 64 §Çm èng Tube Vibrator65 §Çm rung Vibrating Beam66 Pre-compaction67 §Çm, nÖn / §Çm ®Êt Tamp / Tamp the ground68 §Çu chèt Dowel end69 §Çu trªn At Its Upper End70 §é ®Çm chÆt Degree of Compaction71 §é b·o hßa Degree of Saturation72 §é chèng va ®Ëp the degree of impact preventing73 §é dèc Grades74 §é dèc däc Grade75 §é dèc däc Vertical Gradient76 §é dèc ngang Cross slop77 §é Èm kh«ng ®¸ng kÓ Slightly damp78 §é ph¼ng bÒ mÆt Surface smoothness79 Void Filled with asphalt80 §é sôt slump81 §é thÊm tèi thiÓu The minimum filter velocity82 §é va ®Ëp Compact Compression83 §èi víi phÇn cßn l¹i as for the remaining fortion84 Through way/Frontage road85 Vertical Curve86 Transition Curve

§¾p tr¶ vµ kh«I phôc theo hiÖn tr¹ng ban ®Çu§¹i diÖn ® îc chØ ®Þnh§¹i diÖn ® îc uû quyÒn hîp ph¸p

§¹t ® îc kh¶ n¨ng chÞu t¶i§ a vµo ho¹t ®éng§ a vµo ho¹t ®éng

§Æc ®iÓm cña c¸c ® êng cong

§Æt vµo vÞ trÝ, lao l¾p, thi c«ng b¶n mÆt cÇu

§Çm tr íc

Asphalt

§ êng ch¹y xuèt / § êng gom§ êng cong ®øng§ êng cong chuyÓn tiÕp

87 Horizontal Curve88 Super elevated Curve89 public highway90 Grade Lines91 Diameter92 Ramp 93 Exoshing asphalt pavement94 §éng thæ ground breaking95 detour96 access road

97

9899 Be uniformly applied

100 Place and Compact

101 Shall be paid under - mentioned

102103 §iÒu chØnh ®é Èm Moistrure Content104 §iÒu kho¶n ¸p dông Applicable Provisions 105 §iÒu kho¶n ¸p dông Applicable Provisions of Clause106 §iÒu kho¶n chung general condition of the contract107 §iÒu kiÖn ®Þa chÊt kü thuËt chung Geotechnical Condition108 §iÒu kiÖn chung cña hîp ®ång General condition of Contract109 §iÒu tra, Kh¶o s¸t Investigation / Survey110 §ñ cøng Harden sufficiently111 §Ó cã nguån tµi trî for finance112 §Ó th«ng b¸o for notice113 §o thÓ tÝch vËt liÖu Volumetically measuring the Material114 §Ò xuÊt offer115 alterternative offers116 §oé rçng trong toµn bé hçn hîp Voids in total Mix117 §Öm bóa Hammer Cushion118 §Öm cäc Piles Cushion119 §Òn bï Compensastion120 §ßn c©n Piose121 §Þa chÊt Geology / Soil122 §Þa h×nh Topography 123 Weight Calibraf Of Aggregate Feed124 ®¸ cuéi, sái pebble125 ®¸p øng yªu cÇu trong kho¶n 15,1 responsive to sub-clause 15,1126 ®×nh chØ suspend127 sound environmental management128 ®¶m b¶o hiÖu lùc ph¸p lý legally required for validity129 ®¶m b¶o........... to secure the approvals of sb130 ®¹o luËt statutes131 ®å uèng chøa cån vµ matuý alcoholic liquor and drugs

§ êng cong n»m § êng cong siªu cao§ êng d©n sinh§ êng dèc§ êng kÝnh§ êng nh¸nh nèi rÏ§ êng nhùa cò

§ êng tr¸nh§ êng vµo § îc ký rµng buéc vÒ ph¸p lý ®èi víi tÊt c¶ çc bªn

to be signed so as to be legally binding on all partners

§ îc m« t¶ chi tiÕt trong çc h¹ng môc d íi ®©y

Which are here in after described in detail under seprate heading

§ îc r¶I ®Òu§ îc r¶I vµ ®Çm chÆt§ îc thanh to¸n çc h¹ng môc d íi ®©y§iÓm giao cña çc ® êng tiÕp sóc vµ ® êng dèc

The piont of Intersection of Tangents and Grade lines

§Ò xuÊt ph ¬ng ¸n

§Þnh cá träng l îng cña èng cèt liÖu

êng

132

133134 drain135 ®Ëp t¹m temporary dam136 ®Ëp vì to break up137 ®Êt ®¸ vµ çc lo¹i vËt liÖu soil and material spillage138 derive any rights from 139 to be computed140 to be authorized to do st

141 be authorized to incur liabilities,---142 ®iÒu kiÖn tiÒm Èn latent condition143 ®iÒu kiÖn tù nhiªn physical condition144 ®o¹n section145 ®óc s½n precast (adj)146 extraction pf bitument147 ®Þnh nghÜa vµ diÔn gi¶i definition and interpretation

148 effect of water on bituminous mixtures149 2 b¶n copy cña st 2 copies thereof150 2 trô ®iÓn h×nh 2 typical piers

151 Chemical Soil Stabilization152 Under Disturbance153 Asphalt ®«ng ®Æc nhanh Rapit - Curving cut black asphalt154 Asphalt ®«ng ®Æc trung b×nh Medium - curving cut back asphalt155 B¨ng t¶i Conveyer belt156 Radius / Diameter157 B¸n kÝnh tèi thiÓu Minimum Radius158 B¸nh h¬i Pneumatic Tyres159 B¸nh xe mµI mßn Abrasne wheel160 B¸o ço thùc hiÖn statement of performance161 b»ng chi phÝ cña m×nh at his own expense162 B×nh diÖn tuyÕn Horizontal Agliment163 B×nh diÖn tuyÕn Hozirontal Agliment164 B×nh diÖn tuyÕn The horizontal alignment165 bµn giao cuèi cïng final hand - over166 Bµn xoa çn dµi Long handed fload167 B¶n bª t«ng Slap168 B¶n l¸t bª t«ng Concrete paving slab169 B¶n mÆt cÇu Deck surface170 B¶n mÆt cÇu Deck Slab

171

172 B¶n tho¶ thuËn liªn danh173 b¶n vÏ hoµn c«ng as-built drawing

®Æc ®iÓm, chÊt l îng, khèi l îng c«ng viÖc tiÕn hµnh

character, quality, and quantities of the work to be performed

®é mµi mßn cña cèt liÖu b»ng m¸y Los-angerles

abrasion of aggregate by Los Angeles Machine

® êng tho¸t n íc

® îc quyÒn tõ® îc tÝnh to¸n® îc uû quyÒn® îc uû quyÒn chÞu tr¸ch nhiÖm tr íc mäi nghÜa vô ph¸p lý

®oé gi·n në cña nhùa ® êng

¶nh h ëng cña n íc ®èi víi ®é gi·n në nhùa ® êng

æn ®Þnh nÒn ®Êt b»ng ph ¬ng ph¸p ho¸ hocAnh h ëng qu¸ møc

B¸n kÝnh / § êng kÝnh

B¶n sao tµi liÖu gi¸ trong ®Üa mÒm m¸y tÝnh

copy of pricing documents on computer dishJoint enterprise agreement or affidavit of joint enterprise agreement

174 b¶n vÏ thi c«ng working drawing175 B¶n vÏ vµ chÜ dÉn kü thuËt Drawings and Specification176 B¶ng ®¬n gi¸ Schedule of unit rates177 B¶ng ®¬n gi¸ vµ gi¸ Shedule of Rate and Price

178 priced schedule of rates and prices179 B¶ng gi¸ thÇu Bid schedule

180 detailed price analysis of pay items181 B¶ng ph©n tÝch chi tiÕt gi¸ vËt liÖu detailed price analysis of materials182 b¶ng thèng kª lao ®éng returns of Labor183 Bill of Quantities184 priced bill of quantities185 B¶ng tÝnh thiÕt kÕ Design Calculation 186 B¶o hµnh vµ söa ch÷a sai sãt warranty and defects187 b¶o hiÓm c«ng tr×nh insurance of works188 b¶o hiÓm tr¸ch nhiÖm bªn thø 3 the third party insurance189 civil responsibility insurance for workmen190 b¶o qu¶n b¶n vÏ custody of drawings191 Protection of Paverment192 production yard /plants193 B·I chøa Storage Yard194 b¾t ®Çu l¹i resume195 B¾t ®Çu, Khëi ®Çu Commence(v)196 b¹o lo¹n rebellion197 bá ®i omissions

198 Pavement Quality Concrete199 Bª t«ng lo¹i 2 t« mÇu tr¨ng Concrete type 2 white bigmented200 Bª t«ng nghÌo Lean Concrete201 Bª t«ng trén s½n Ready-mixed Concrete202 Bª t«ng xi m¨ng Cement Concrete203 Bã vØa Cerbs204 bæ sung additions205 Bé nèi hai m¶nh 2- piece- connection206 Bé phËn khuÊy tù ®éng An Automatic Agitator207 site management208 Bè trÝ mÆt b»ng tæng thÓ production yard plan209 Bè trÝ nhÞp Span Arrangement210 BÊc thÊm Plastic board Drain211 Bét ®¸ v«i Limestone Dust212 Bét kho¸ng Mineral Filler213 Biªn b¶n ghi chÐp record214 Biªn độ dạng thấp Low Deformation215 BiÓn b¸o Warning sign216 BiÖn ph¸p kh¾c phôc Countermeasure217 BiÖn ph¸p thi c«ng construction method statement218 BiÖn ph¸p thi c«ng Method statement

B¶ng ®¬n gi¸ vµ gi¸ cho khèi l îng c«ng viÖc bæ sung ®· ®iÒn gi¸

B¶ng ph©n tÝch chi tiÕt gi¸ cña c¸c h¹ng môc thanh to¸n

B¶ng tiªn l îngB¶ng tiªn l îng ®· ®iÒn gi¸

b¶o hiÓm x· héi cho ng êi lao ®éng

B¶o vÖ mÆt ® êngB·I ®óc dÇm/x ëng

Bª t«ng cã chÊt l îng ®Ó r¶I mÆt ® êng

Bé phËn qu¶n lý hiÖn tr êng

219 construction method statements and others220 Testing methods for organic coatings221 BiÖn ph¸p xö lý bæ xung Addisional Treatment222 BiÕn thiªn cho phÐp Allowable Variation223 BiÓu ®å chematic plan224 S - curve graph225 BÒ m¾t cøng Firm Surface226 BÖ mãng Struture Footing227 Bóa ®ãng cäc Piles Driving Hammer228 Bóa h¬i diesel Diesel steam hammers229 Bóa m¸y Falling weight impact hammers230 Bóa rung Vibrator231 bÖnh dÞch epidemics232 bÞ kiÖn to be sued233 BÞ ph©n tÇng Segregation234 BÞ r¸ch Floating235 Çc bé phËn chuyÓn ®éng Moving Parts236 quality control method237 Drainage Facilities238 Çc chç låi lìm Irregularities & Depression

239

240 Unstable,Corrugated or damaged area241 Çc h¹ng môc thanh to¸n Pay Items242 Çc khèi bª t«ng mÆt cÇu Deck surface units243 Çc kho¶n trõ deductions244 Çc khóc gç Logs245 çc khu nhµ ë, lÒu tr¹i, nhµ kho living quaters, sheds and stores246 çc lç khoan vµ ®µo th¨m dß boreholes and exploratory excavation247 Çc mÐp trong Inside Faces248 Çc mèc cÇu, cäc cÇu Bridge markers 249 Çc mèi nèi Joints or Connectiãn250 Finished work Sample251 pre-qualified eligible bidders

252 the interested eligible bidders

253

254 test on penetration grades asphalt cement255 Çc vÊn ®Ò ®i kÌm, ®éi hé tèng escorts256 çch m¹ng revolution257 Çch nhiÖt Insulate258 ÇI cµo Rake259 Saw(n) /Slab260 Çnh trộn Paddle261 Çt lẫn sỏi cuội / sỏi cuội lẫn çt Gravelly Sand / Sandy Gravel

BiÖn ph¸p thi c«ng vµ nh÷ng tµi liÖu kh¸cc¬

BiÓu ®å ® êng cong h×nh ch÷ S

Çc biÖn ph¸p ®¶m b¶o chÊt l îngÇc c«ng tr×nh tho¸t n íc

çc chi tiÕt ph¶i ® îc kü s chÊp nhËnall details will be subject to the engineer's approval

Çc diÖn tÝch bÞ h háng, hoÆc l în sãng, Ko æn ®Þnh

thiÖntuyÓn Çc nhµ thÇu mong muèn tham gia ®Êu thÇuÇc thÝ nghiÖm ®èi èng vµ èng tho¸t n íc bª t«ng

Test on concrete sewer, storm drain and culvert pipe

çc thÝ nghiÖm ®èi víi xi m¨ng asphalt lo¹i thÊm nhËp

ÇI c a /TÊm, thanh , miÕng

262 Çt nghÌo Poorly Graded Sand263 Çt s¾c c¹nh Angular, manufacture sand264 Çt th« / Lµm b»ng çt th« Coarse Sand / To be form of Coarse Sand265 C«ng cô lµm ph¼ng liªn kÕt Joint leveling Device266 C«ng cô pha trén Bending device267 c«ng nh©n lµm thÐp steel worker268 Normal Capacities / Full Capacities

269 Column Jet Grout work for column 1b270 C«ng t¸c lµm ®Êt Road earthwork271 C«ng t¸c lµm ®Êt Road Earthwork272 C«ng t¸c thi c«ng Construction273 C«ng t¸c thÝ nghiÖm Experimental works274 C«ng thÐp Steel Culvert 275 C«ng thøc trén Job- mix Formular276 utilities277 c«ng tr×nh c«ng céng utilities278 C«ng tr×nh c¶ng Port facility279 c«ng tr×nh phôc vô c«ng céng public services280 C«ng tr×nh t¹m thêi temporary work281 C«ng tr×nh thu phÝ Toll plaza282 Irrigation Facility283 C«ng v¨n sè In leter Ref284 C©n tiÓu li Precision balance285 C©n xe Truck Scale286 C©u dÉn Approach Bridge287 railway authorities

288 Pertinent agencies regarding traffic control289 Tribural of competent jurisdiction290 irrigation authorities291 Cµn phun tay Hand operated lance292 Cµo / Cµo b»ng tay Rake / Hand Raking293 c¶n trë dßng ch¶y obstruction to flow in water - courses294 C¶n trë dßng ch¶y Impelde the Flow water

295296 C¾m mèc vµ ®Þnh vÞ setting out297 C¾t gän gµng Cut neatly298 To cut back on the previos Run299 cã quyÒn lµm g× to reserve the right to do st300 Cã ®é thÊm cao High Permeability301 Cã ®ñ kinh nghiÖm have adequate experience302 Concrete saw 303 Standby saw in good working order304 cã gi¸ trÞ cao h¬n privail over st

305306 Cã hoÆc kh«ng ®ôc lç Perforated or Unperforated

tèi ®aC«ng t¸c b¬m v÷a ¸p lùc cao cho cét v÷a

c«ng tr×nh ®iÖn n íc th«ng tin

C«ng tr×nh t íi tiªu

c¬ quan ® êng s¾tc¬ quan chøc n¨ng vÒ kiÓm so¸t giao th«ngC¬ quan t ph¸p cã thÈm quyÒnc¬ quan t íi tiªu thuû lîi

c¾m cäc ®Ó x¸c ®Þnh vÞ trÝ çc c«ng tr×nh ngÇm trªn hiÖn tr êng

surface pegs fixed on the site to indicate the location of all underground utilities

C¾t vµo ® êng ch¹y tr íc

C a bª t«ngC a dù phßng cßn lµm viÖc tèt

Cã hiÖu lùc tr íc ngµy më thÇu lµ 28 ngµy

on the date 28 days prior to the date of bid opening

307 Cã quyÒn ®èi víi kho¶n vay claim to loan proceeds308 to be entitled to refer the matter to sb309 Cäc c¨t Sand Drain310 Cäc çt , cäc vËt liÖu , cäc thÊm Sand Drain, Packed Drain & Fiber Drain311 Cäc çt ®Çm chÆt Sand Compaction Piles312 Cäc cøng ®Çm chÆt Solid Column by Compaction313 Cäc khoan nhåi bª t«ng t¹i chç Cast in-place bored RC pile314 Cäc v¸n thÐp Steel sheet pile315 Cäc v¸n thÐp cè ®Þnh Permanent Steel Sheet Piles316 Cam kÕt s¬ tuyÓn pre-qualification affidavit

317 watching, lighting and security318 Canh t¸c trång rau Vegtable Cultivation319 Cao ®é Elevation320 Cao ®é ®¸y mãng The Elevation of the bottoms of footing321 Cao ®é hoµn thiÖn cña vïng v¸ söa The finished level of the patched area322 Cao ®é m¸y Invert level323 Cao ®é mÆt c¾t ngang Cross- sectional Elevation324 Cao độ lỗ khoan Elevation of Borehold

325

326327 CÇn phun Spray Bar328 CÇn phun hoµn toµn Full Circulation Spray Bar

329

330331 PC continuous girder main bridge332 CÇu dÇm hép Box Girder Bridge

333334 simple prestressed concrete I - girder335 CÇu dÉn 1 Approach bridge I 336 CÇu dÉn dÇm I bª t«ng dù øng lùc PC I - girder approach bridge

337 PC continuous girder approach bridge338 Cçu t¹m vµ vßng v©y cäc v¸n temperary bridge and cofferdams339 Crossover340 dyke bridge

341342 Pavement bridge or crossover343 Cè kÕt Consolidation 344 Cè kÕt hoµn toµn Bethoroughly cosodidated345 Cè t×nh khai sai sù thËt be willful mis-statement346 yield point

ai

canh g¸c, ®Ìn chiÕu s¸ng vµ ®¶m b¶o an ninh

CÇn cã ®Ó ®¶m b¶o tiÕn ®é c«ng tr×nh

it is necessary to allow satisfactory execution of work in progress

CÇn n¾m râ t×nh h×nh liªn quan ®Õn çc c«ng tr×nh

should thoroughly acquaint himself with the situation

CÇu 3 nhÞp dÇm hép bª t«ng dù ng lùc liªn tôc ¸p dông biÖn ph¸p ®óc hÉng

3-span continuous prestressed concrete box girder by cantilevel erection.CÇu 6 nhÞp dÇm hép liªn tôc bª

t«ng dù øng lùc víi biÖn ph¸p ®óc hÉng

6-span continuous prestressed concrete box girder by cantilevel erection

lùc

CÇu dÇm hép liªn tôc bª t«ng dù øng lùc

Continuous prestressed concrete box girder bridge

øng lùc

CÇu dÉn dÇm hép liªn tôc bª t«ng dù øng lùc

Cçu v îtCÇu v ît ®ª CÇu v ît ®ª dÇm hép liªn tôc bª t«ng dù øng lùc dµi 290m

290m long PC continuous box girder dike bridge

Cçu v ît qua kÕt cÊu mÆt ® êng

c êng ®é ®µn håi/giíi h¹n ch¶y

347 Characteristic strength348 Concrete Strength349 Strength class 1

350 The minimum site working flexural strength351 Road Intensity352 Retained Strength353 Rainffall Intensity354

355356 Yield Point of the Pile Material357 Crushing strength358 Flexunal strength359 Minimum 20 day flexural strength360 culvert361 CÊp ®é /Trôc Grate /Axle362 CÊp giÊy phÐp to grant permission363 CÊp HHBTN The Grate of Bituminous material364 CÊt gi÷ nguyªn vËt liÖu storage of materials365 Cèt liÖu Aggregate366 Cèt liÖu Aggregate 367 Cèt liÖu lät m¾t sµng.. Aggregate passing the 0.65mm Seive

368369 cèt liÖu mÞn fine aggregate370 Cèt liÖu phñ Cover Aggregate

371372 cèt liÖu th« coarse aggregate373 Cèt liÖu th« / Cèt liÖu mÞn Coarse Aggregate /Fine Aggregate374 cèt thÐp reinforcing steel375 Cèt thÐp Rainforcing Steel376 Cèt thÐp Re-bar377 Cèt thÐp Reinforcement378 Cèt thÐp Reinforcing Steel379 Cèt thÐp Reinforing Stell380 CÊu kiÖn bª t«ng cÇn gia cè Concrete units which require reiforcement381 ch÷a l¹i rectify382 Ch©n ®Õ mãng Footing383 Ch¶y dÔ Free Flowing384 Chæi quÐt soay qu¹t ®iÖn A rotary power broom385 Chæi quÐt vµ qu¹t giã ®iÖn Power Broom and Blower386 Chæi thÐp Wire broom387 Chång lªn Offset388 Chªnh lÖch deviation389 Chç c¸ch qu·ng Skipper Area390 Chç nèi theo chiÒu däc The longitudinal Joit391 Chç trèng, Ch©n kh«ng Void(n)

C êng ®é ®Æc tr ngC êng ®é bª t«ng C êng ®é cÊp 1C êng ®é chÞu uèn ®éng tèi thiÓu t¹i c«ng tr êng C êng ®é giao th«ngC êng ®é liªn kÕtC êng ®é l îng m ac êng ®é nÐn cña c¸c mÉu bª t«ng specimentsC êng ®é nÐn vì nhá nhÊt sau 28 ngµy theo thÝ nghiÖm h×nh trô

Minimum 28 day compressive strength by cylinder test

C êng ®é ph¸ hñy cña vËt liÖu cäcC êng ®é ph¸ huûC êng ®é uènC êng ®é uèn tèi thiÓu sau 20 ngµycèng n íc, èng d©y ®iÖn ngÇm

Cèt liÖu lät sµng 2.36mm qua sµng 0.150mm

Aggregate passing the 2.36mm throungh the 0.150mm Sieve

Cèt liÖu qua sµng 4.75mm vµ sµng lín h¬n

Aggregate passing the 4.75mm and large Sieve

392 termination for convenience of employer393 cessation of employer's liability394 UV - Stabilized

395396 Resist sliding

397 approval of materials not implied398 chÊp thuËn c«ng tr×nh ®¹t yªu cÇu to approve satisfactory work399 Chèt Dowel / Pin400 ChÊt ®én Filler401 ChÊt chÌn khe chÕ t¹o s½n Preformed joint filler402 ChÊt chÌn khe co gi·n The expansion joint filler403 ChÊt dÎo Plasticiser404 ChÊt h÷u c¬ Organic Matter405 ChÊt ho¸ nhiÖt Thermo-chemical406 ChÊt kho¸ng phi dÎo Non- Plastic Mineral matter407 ChÊt tÈy Detergent 408 ChÊt trén Filler409 Chèt xoay Pintle410 ChÊtphô gia ®«ng kÕt Accelerating AdmixtureC411 chi phÝ costs

412413 Chi phÝ qu¶n lý chung overhead expenses414 cost of test not provided for415 Chỉ số nÐn Compression Index 416 chi tiªu expenses

417418 Chi tiÕt vÒ thÇu phô dù kiÕn proposed subcontractors detail419 Chi tiÕt vÒ tr×nh tù Detail of the Sequence

420421 ChÌn lÊp, §Æt vµ ®æ bª t«ng Bedding, Taying & Surrounding of piles422 chiÕm quyÒn usurped power423 Length of taper424 ChiÒu dµI nhÞp cÇu Span Lengths425 ChiÒu dµI thö nghiÖm Trial length426 Edge thickness of the pavement427 Effective width (between curbs)428 ChiÒu s©u danh nghÜa Norminal Depth429 indemnity by employer430 Employer

431

ChÊm døt hîp ®ång v× quyÒn lîi cña chñ ®Çu t t Chèng ® ¬c tia cùc tÝmChèng hçn hîp dÝnh xuèng ®¸y thïng

To prevent the mixture from adhering to the bed.

Chèng tr îtchÊp nhËn sö dông vËt liÖu ngoµi dù kiÕn

chi phÝ ph¸t sinh trong ®iÒu kho¶n nµy ® îc tÝnh vµo h¹ng môc thanh to¸n

The cost of complying with this clauseshall be deemed to have been included iin Pay Items 1,19

®Þnh

Chỉ tiªu cơ lý và cơ học của c¸c mẫu đất

Physical & mechanical Properties on Soil Sample

Chiều sâu tầng chịu lực để đặt lớp móng kết cấu

Bearing Strata Depth for structure 's Foudation

ChiÒu dµI ® êng vuèt nèi

ChiÒu dµy mÐp mÆt ® êngvØa)

chñ ®Çu t båi th êngChñ ®Çu t Chñ ®Çu t sÏ kh«ng ph¶i chÞu tr¸ch nhiÖm vÒ chi phÝ trong bÊt kú tr êng hîp nµo

The employer will in no case be responsible or liable for those costs.

432 chØ do sb gi÷ remain in the sole custody of st433 ChØ giíi Lines434435 cho phÐp sb do st make available to sb st436 ChØ sè kÌm lón Penetration Grate437 ChØ tiªu Properties438 ChØ tiªu / Ph¹m vi Criteria,Properties / Scope439 ChØ tiªu c¬ lý cña ®Êt Estimated Soil Properties440 ChØ tiªu cá lý cña ®Êt Properties of the soil441 Chøng chØ hµng th¸ng ®Çu tiªn the first monthly certificate442 substantiation of claims

443 We hereby certify and atlest that444 chØnh tuyÕn t¹m thêi dßng ch¶y Temporary realignment of the flow445 ChÞu chi phÝ to bear all costs446 Chu kú trén khÐp kÝn A complete mixing cycle447 ChuÈn bÞ ®óc cäc t¹i nhµ m¸y Pile casting preparationa at the factory448 ChuÈn bÞ bÒ mÆt Preparal of Surface449 chuyªn dông' exclusive use450 Conversion to single currency

451452 Cì h¹t tèi ®a cña cèt liÖu th« Maximum Partical size of coarse aggregate453 Now it has jointly agree upon, and decided:454 cïng víi in conjunction with455 Outlet Ditch / Dam456 Cøng Rigid457 Cót / Khíp / KÑp Nèi Coupling /Fitting /Band458 Cửa xả Dump Gate459 Cùc tÝm, tö ngo¹i Ultraviolet 460 Cung cÊp furnish

461462 Cung cÊp cèt liÖu aggregate supply463 cung cÊp chøng tõ production of vouchers

464465 cung cÊp lao ®éng provision of labour466 Đ¸ gốc / Đ¸ v«i Mother Rock / limestones467 D÷ liÖu kh¶o s¸t ®Þa chÊt soil investigation data468 D÷ liÖu thuû v¨n Hydrological data469 D§óc dÇm I bª t«ng dù øng lùc PC I - girder casting470 Low carbon steel wires471 chainlink wire netting472 the provision to indemnify employer473 d®o ®¹c measurement474 setting out475 Pedestrian (v,n)476 D¶I an toµn Protected shoulder

Cho nªn çc bªn thèng nhÊt nh sau Now this agreement witnessth as follows

thÇuChóng t«I xin x¸c nhËn vµ chøng thùc r»ng

tÖChuyÓn vµo çc ng¨n riªng s½n sµng ®Ó ®ãng mÎ

To Convey into separate Compartments ready for batching

sau

Cöa tho¸t n íc / §Ëp ng¨n n íc

Cung cÊp b»ng chøng cminh tÝnh hîp lÖ cña nhµ thÇu

provide such evidence of their eligibility satisfactory to sb

Cung cÊp giÊy b¶o l·nh thùc hiÖn hîp ®ång theo yªu cÇu

to furnish the required performance security

D©y thÐp cã hµm l îng çc bon thÊp d©y thÐp l íi m¾t ço ®Çu t

d®Þnh vÞ ngoµi hiÖn tr êngDµnh cho ng êi ®I bé

477 D¶I ph©n chia parting strip478 along and adjacent to the road479 Dair b¨ng giÊy X©y dùng A strip of building paper

480 List of Contractor's senior staff481 Danh môc thiÕt bÞ thi c«ng List of Construction equipment plant482 DÇm hép bª t«ng dù øng lùc PC(Prestressed Concrete) box-girder483484 DÇm I bª t«ng dù øng lùc PC I girder485 DÇm mãng Foudation Beams486 DÇu / Mì / RØ s¾t Oil / Grease / Millscale487 DÇu s«i vµ dÇu h¹t lanh s«i Boiled oil and boiled linseed oil488 Underpasses489 Dì bá dismantle490 di chuyÓn to remove491 Di dêi kªnh Channel Relocation492 DÔ dµng ®iÒu chØnh ®é cao Facilitate The Regulation of Level493 Độ dẻo bằng kh«ng No plasticity494 a sole enterprise495 Dông cô ®Þnh cì cöa më Mean of Calibraf of Gate Openings496 Dông cô bï g¹t kh¸c Other Compensating devices497 Dßng ch¶y vµo vµ dßng ch¶y ra Inflow and Outflow of the Water498 Dßng xe ch¹y Traffic Flow499 DÞch chuyÓn sang ngang Move Laterally 500 Dù to¸n chi phÝ x©y dùng Contruction cost Estimates

501 Tolerance in pavement thickness502 Dung sai bÒ mÆt Surface Tolerance

503 Job-mix Tolerance 504 Dung träng kh« lín nhÊt The maximum dry densify505 Dung trọng kh« tối đa The maximum Dry Density506 Dung tÝch tÞnh The net volumetic content 507 Duy tr× vµ ®¶m b¶o giao th«ng Maintainance and protection of traffic508 DÝnh b¸m Adhension509 èng ®Êt cã ®ôc lç Perforated clay piles510511 èng bª t«ng ®ôc lç Perforated Concrete piles512 èng bª t«ng tæ ong Porous Concrete piles513 èng ch×m Immersed Tube514 Sleeve515 èng mao dÉn capillazy516 èng thÐp Steel sleeve517 Drainage Piles518 Under-drain Piles519 Sub-drain Piles520 èng trèng b»ng thÐp steel casing pipe521 èng trßn ®¬n / èng trßn ®«i A single / A double Pile Culvert522 Steam Coil

däc vµ gÇn ® êng

Danh môc nh©n sù cao cÊp cña nhµ thÇu

chç Girders

D êng chui, Cèng chui

®éng

Dung sai ®èi víi ®é dµy kÕt cÊu mÆt ® êng

Dung sai cho phÐp ®èi víi c«ng t¸c trén

èng b»ng ®Êt c êng ®é lín piles

x«ng

èng tho¸t n ícèng tho¸t n íc ngÇmèng tho¸t n íc phô

èng xo¾n h¬I n ícc

523 F Project site524 G¾n khe mèi nèi Sealing joint525 Brick wet Masonry526 Gãc nh¸nh xuèng vµ gãc nh¸nh lªn Off/On ramp angle527 gang pig-iron528 Gç bäc ®Õ thÐp Steel-shod hardwood529 Gèi cÇu Bridge Bearing530 Gèi vµ khe co gi·n Bearings and joints531 Ghi l¹i to itemize532 Gi¸ bá thÇu Bid prices533 Gi¸ bá thÇu Bid prices534 Gi¸ trän gãi lump sums535 gi¸ trÞ hîp ®ång contract sum

536 Gross sum of monthly certificate537 Gi¸m s¸t Inspection / Supervision538 Gi¸m s¸t thi c«ng Construction Supervision

539

540 gi÷ cho ai v« h¹i541 Giµn gç Crib542 Gi¶I ph©n c¸ch Median543 Gi¶I phãng mÆt b»ng Land Acquisition / Right of way Acquisition544 Gi¶I phñ Overlay545 Gi¶i quyÕt tranh chÊp settlement fo disputes546 Gia cè / Lón Reinforcement / Settlement547 Giã l¹nh Chilling wind548 Giai ®o¹n cuèi cïng Ultimate Stage549 Giai ®oa¹n nghiÖm thu Acceptance Stage550 Giai ®oan ®¸u thÇu Tendering stage551 Curving Period552 Giao b»ng Grate Intersection553 Giao c¾t,Nót giao th«ng ®ång møc Intersection554 Giao nhiÖm vô cho ai, ®Ò cö ai Assign

555 Road transport / Road Network556 GiÊy b¶o l·nh dù thÇu bid security557 GiÊy b¶o l·nh dù thÇu Bid security558 giÊy b¶o l·nh t¹m øng advance payment security or securities559 giÊy chøng nhËn bµn giao t¹m thêi the provisional hand - over certificate560 certificate of final completion561 giÊy chøng nhËn nghiÖm thu certificates of inspection562 GiÊy gäi cña toµ process summons563 GiÊy phÐp ho¹t ®éng operating license564 Giíi h¹n, chç tiÕp sóc Abuttal565 GiÕng ch×m Caission566 loss and damage arising567 H×nh / B¶ng / Phô lôc Figure / Table / Appendix

G¹ch v÷a ít

Gi¸ trÞ tæng céng cña c¸c gi¸ trÞ h µng th¸ng

gi¸m s¸t trong qu¸ tr×nh thùc hiÖn c«ng viÖc

provide superintendence during execution of the workssave harmless and indemnify sb from and against st

Gian ®o¹n b¶o d ìng

Giao th«ng ® êng bé / Hé thèng ® êng bé

cïng

h h¹i vµ mÊt m¸t

568 H×nh chiÕu Projection569 Water content570 Hµng l«ng chæi turf of the broom571 hµnh ®éng cña kÎ thï ngo¹i bang act if foreign enemies572 hµnh vi ph¹m ph¸p v« kû luËt disorderly conduct573 H¹n chÕ constraints

574575 Deadline for submission of bids

576577 h¹ng môc bÞ lo¹i bá eliminated items578 H¹ng môc c«ng tr×nh Work Items579 H¹ng môc c«ng viÖc ph¸t sinh Other incidental Items of work580 H¹t Partical /Grain581 Hª cao ®é / HÖ täa ®é ph¼ng Vertical Datum / Horizontal Datum582 Hå s¬ chi tiÕt chÝnh thøc Process Verbal583 sealed bids584 Hå s¬ hoµn c«ng As-built Document585 Hå s¬ mêi thÇu Tender documents586 Hå s¬ mêi thÇu Bidding Document587 Hå s¬ thÇu bidding documents/Bid

588589 Hå s¬ x¸c thùc authentic document590 Hàm lượng ẩm Moisture Content591 Hàm lượng nước tự nhiên Water Content Test592 Hçn hîp bª t«ng nhùa Bituminous Material593 Hçn hîp bª t«ng nhùa trén m¸y Bituminous Plant Mix- Material594 Hçn hîp míi r¶i Freshly laid mixture595 Hçn hîp nhùa kiÓu nguéi Cold-Type Bituminous596 The Laboratory trial mix597 Hè mãng Foundation Pit598 Hè thu/Hè th¨m Catch - Basin /Manhole599 Héi ®ång xÐt thÇu Bidding committee600 Héi nghÞ tiÒn ®Êu thÇu chÝnh thøc Formal pre-bid meeting601 Hèn hîp cè kÕt The Consolidated Mixture602 Hép c©n Weight Box603 Hép c©n Weight Box604 Line / Level

605606 Instruction to Bidders607 Instructions to Bidders608 Reconnaissance / Site reconnaissance609 HiÖp ®Þnh vay vèn Loan Agreement610 Compounds for curving 611 Curing Compound612 HÖ kÝch thuû lùc Hydraulic Jacks

Hµm l îng n íc

H¹n cuèi cïng cho çc nhµ thÇu göi yªu cÇu lµm râ hå s¬ mêi thÇu

deadline for bidders to request clarification of bid documents

thÇuH¹n cuèi cïng tr×nh nép tuyªn bè ý ®Þnh dù thÇu

deadline for submission of declaration of intention to bid

Hå s¬ dù thÇu ® îc niªm phong kÝn

Hå s¬ thÇu kh«ng ® îc phÐp thay ®æi, g¹ch bá, hay bæ sung

the bid shall contain no alternations, omissions or additions

nghiÖm

H íng / Cao ®éH íng dÉn ®Êu thÇu ®èi víi çc dù ¸n sö dông kho¶n vay ODA cña JBIC

Guidelines for Procurement under JBIC ODA Loan

H íng dÉn cho çc nhµ thÇuH íng dÉn cho çc nhµ thÇuHiÖn tr êng / Kh¶o s¸t hiÖn tr êng

Hîp chÊt ®Î b¶o d ìng bª t«ng Hîp chÊt b¶o d ìng

613 HÖ sè gi·n në nhiÖt Coefficient of Thermal Expansion614 HÖ sè thÊm Permeable Coefficient615 HÖ sè thÊm cña çt Permeable Coefficient of Sand616 HÖ sè tØ lÖ Scale factor617 HÖ thèng cÊp cèt liÖu nguéi The cold aggregate feeching system618 street lighting shall be relocated619 The Natural Drainage of Water Flowing620 HÖ thèng tuÇn hoµn Circulating System

621622 Hoµn thiÖn bÒ mÆt Surface finishing623 Hoµn thiÖn thiÕt kÕ chi tiÕt Finalization of Detail Design624 Hoµn tr¶ tiÒn t¹m øng Repayment of the advance payment625 hoµn trõ repayment626 ho¹t ®éng g©y rèi riot627 ho¹t ®éng khëi nghÜa insurrection628 Ho¹t ®éng l¾p ®Æt Installation Operation629 ho¹t ®éng qu©n sù millitary630 ho¹t ®éng thï ®Þch hostility631 invasion632 Hoè thu çt Sand Trap 633 Deck drain box634 Hợp chất silic ph©n huỷ Dissolved Silica635 damage to perssons and property636 instruction to be in writting637 huû bá reverse638 Huy ®éng qu©n mobilization639 Kªnh dÉn dßng Diversion Channel640 Irrigation cannals641 kÐo dµI ra bªn ngoµi Extent outward642 Kh¸ng l¹i xung kÝch Withstand without visible spring643 Kh« vµ nøt Dry out and Crack

644645 Kh«ng bªn nµo ngo¹i trõ No party other than646 Kh«ng chÞu tr¸ch nhiÖm to be undÎ no liability

647648 Kh«ng g©y ¸ch t¾c giao th«ng not to cause excessive delay to traffic649 kh«ng gi¶m nhÑ not to relieve

650651 Entrapped air652 kh«ng ph¶i lµ tiªu chuÈn VN non - Vietnamese standard653 kh«ng tu©n thñ failure to comply654 Kh¶ n¨ng ch¹y lïi Capable of reversing without back - lash655 Kh¶ n¨ng chÞu lùc Bearing capacity656 Kh¶ n¨ng t¹o hçn hîp ®Òu Capable of producing a uniform mixture

dêiHÖ thèng tho¸t n íc tù nhiªn

Hoµn thµnh c«ng tr×nh theo çc yªu cÇu kü thuËt còng nh tiÕn ®é hoµn thµnh

to complete the works in accordance with the specification and the time for completion

ho¹t ®éng x©m l îc

Hoép tho¸t n íc b¶n mÆt cÇu

hu h¹iHu íng dÉn b»ng v¨n b¶n

Kªnh t íi tiªu

Kh«ng ® îc lç chç, chÌn or thñng hçn hîp

Whithout Tearing, shoving or gouging the mixture

kh«ng chÞu tr¸ch nhiÖm ph¸p lý vÒ st

not be liable for or in respect of any damages or compensation payable at law in ---

Kh«ng khuyÕn khÝch use cement cã hµm l îng cao.

The use of very high cement content is depreciated

hÕt

657 Kh¶ thi Feasibility658 Primary Control Survey659 Kh¶o s¸t ®Þa chÊt soil survey660 Kh¶o s¸t ®Þa chÊt Siol Investigation661 Kh¶o s¸t viªn surveyor662 kh¼ng ®Þnh, x¸c nhËn confirm663 Khãa ®ång hå Time lock

664 Vertical & Horizontal clearance665 Khai th¸c / Bơm çt To Quarry / Pump666 Sawn constration joint667 Khe co gi·n ngang Transverse Expansion Joint668 Khe co ngãt d®Þnh h×nh ngang Transverse formed contracs joint669 Khe co ngãt d¶I ngang Transverse strip contrac joint670 Khe co ngãt ngang Transverse contraction joint671 Khe nèi Joint Box672 Khëi c«ng c«ng tr×nh Commencement of Works673 Mass percent passing674 estimated quantities675 estimated quantities676 KhÊu hao depreciation

677 contractor may bypass traffic over a detour678 khiÕu n¹i claim679 Kho¸ däc mèi nèi thi c«ng A key way along the construction joint680 kho¶n dù phßng provisional sums

681682 kho¶n t¹m tÝnh provisional sums683 Kho¶ng çch çc cÇn g¹t The Clearance of Blades684 Kho¶ng çch chç nèi chång lªn nhau Length of Overlap In the Join

685 Minimum Interval / Variable Interval686 Khoan Drill 687 Khoan læi Core drill688 Khoan thñy häc Jetting689 Khoong bãn côc Free From Lumps690 Khử tÝnh kiềm Reduction in Alkalinity691 Khu vôc cÇn ph¶I lÊp In Ereas of Fill692 Khu vùc / Vïng ®· x¸c ®Þnh Localized area693 Khu vùc bªn c¹nh, gÇn immediate area694 Khu vùc bÞ rç tæ ong Minor areas of honeycomb695 khu vùc c«ng tr×nh working area696 work site

697 site for detour, plant and other uses698 Khu vùc tròng Depress Area699 Khu«n Mould

(GPS)

Khæ giíi h¹n chiÒu ®øng vµ chiÒu ngang

Khe co gãt c a

Khèi l îng % lät sµngKhèi l îng dù kiÕnkhèi l îng dù tÝnh

Khi ® îc kü s chÊp nhËn th× nhµ thÇu míi ® îc chuyÓn giao th«ng sang ® êng tr¸nh

Kho¶n phÝ kh«ng hoµn l¹i b»ng tiÒn mÆt

cash payment of a non-refundable fee of-----

Kho¶ng çch tèi thiÓu / Kho¶ng çch sai lÖch

khu vùc c«ng tr êngkhu vùc dµnh cho ® êng tr¸nh, thiÕt bÞ vµ çc c«ng tr×nh kh¸c

700 Khu«n bªn tÜnh Stationary Side Form701 Side form702 Templates And Straightedges703 KhuÊy trén cèt liªu liªn tôc Continuosly Agitate the Aggregates704 KÌ b¶o vÖ vµ b¶o vÖ lßng s«ng revetment and river bed protection705 Kiểm tra khớp nhau Interlocking control706 KÌm theo st bound with st707 KÏm, tr¸ng kÏm, m¹ kÏm Zinc708 KiÓm chøng verification709 KiÓm tra bÒ mÆt Sureface test710 KiÓm tra s¬ bé Preliminary examination711 kiÖn tông proceeding

712 temporary traffic control plan713 KÕ ho¹ch an toµn thi c«ng project safety plan714 KÕ ho¹ch giao nhËn vËt liÖu Material delivery schedule715 kÕ ho¹ch huy ®éng nh©n lùc Labor master schedule716 KÕ ho¹ch thanh to¸n t¹m thêi payments717 KÕ ho¹ch thanh to¸n t¹m thêi Provisional payment schedule718 KÕ ho¹ch thêi gian thi c«ng construction time schedule719 KÕt cÊu bª t«ng Concrete Structure720 KÕt cÊu bª t«ng dù øng lùc Prestressed Concrete Structure721 KÕt cÊu èng më ba chiÒu722 Pavement723 Pavement Structure724 Rigid pavement725 Pavemetn and finishing work726 Substructure / Superstructure727 KÕt thóc hîp ®ång determination728 Concrete pre-stressed engineer729 site engineer

730 Planning Engineer (Technical Manager)731 Foundation/Piling engineer732 engineer to act impartially733 Quality control engineer734 Material Engineer735 kü thuËt viªn bª t«ng dù øng lùc PC technician736 Ký t¾t initialed737 Dimention738 Interior Dimension 739 Structural Dimension740 Pile cross-section Demention741 Sieve size742 L¸ng mÆt To be screened743 L¸t b»ng ®¸ x©y v÷a Lines with mortared stone work744 Lµm chËm l¹i Retard 745 damage to persons and property746 lµm lo¹n commotion

Khu«n s ênKhu«n vµ th íc th¼ng

KÕ ho¹ch ®iÒu khiÓn giao th«ng t¹m thêi

StructureKÕt cÊu mÆt ® êngKÕt cÊu mÆt ® êngKÕt cÊu mÆt ® êng cøngKÕt cÊu mÆt ® êng vµ hoµn thiÖntrªn

Kü s bª t«ng dù øng lùckü s hiÖn tr êngKü s kÕ ho¹ch (gi¸m ®èc phô tr¸ch kü thuËt)Kü s nÒn mãng (®ãng cäc)kü s ph¶i hµnh ®éng v« t Kü s qu¶n lý chÊt l îngKü s vËt liÖu

KÝch th íckÝch th íc bªn trongKÝch th íc kÕt cÊuKÝch th íc mÆt c¾t ngangKÝch th íc sµng

lµm h¹i ®Õn ng êi vµ cña

747 Lµm s¹ch To be Splonged748 Lµm s¹ch kh«ng dÝnh ®Êt xèp Be cleaned all loose material749 Clean and Trim all such Drainage Ditch750 Lµm suy yÕu,gi¶m sót Impair (v)751 To accelerate / To accelerate Consodilation752 Lµm thµnh bËc In Echelon

753 working in navigable waters754 Lµn xe ®æi tèc ®é Speed change lanes755 Lµn xe phô Auxiliary lanes756 Lµn xe t¨ng tèc vµ gi¶m tèc Deceleration and Acceleration lanes757 L¾p ®iÖn, ®Ìn chiÕu s¸ng, Electrical/Lighting Installation758 Lâi Core759 Låi/lâm Crest/Sag760 Lång s¾t Re-bar cage761 lao ®éng cã tay nghÒ cao skilled labor762 lao ®éng hç trî viÖc kh¶o s¸t surveyor laborers763 lao l¾p Erection764 Lèi ®i Passage765 Lêi tùa Preamble to st766 LËp b¶n vÏ hoµn c«ng as-built drawings767 LËp b¶n vÏ thi c«ng working drawing768 LËp dù to¸n ®¬n thÇu Base Bid Estimates769 Acception Sampling and Testing770 Liªn quan ®Õn associated with771 liªn quan ®Õn in respect of 772 A- water Cooled diamond edge san blade773 Mat of steel fabric reinforcement774 Subgate775 Líp ®Öm Binder776 Surface Course / Pavement structure777 Líp chèng thÊm Seal Coat778 Subgrate779 Líp dÝnh b¸m Bituminous Tack coat780 Líp dÝnh b¸m Tack coat781 Base / Subbase782 Líp mãng trªn sö lý b»ng asphalt Asphalt treated base course783 líp nhùa lãt Bituminous prime coat784 Líp nhùa lãt / Líp dÝnh b¸m Prime coat / Tack coat785 LÔ héi vµ t«n gi¸o festivals and religious customs786 Lỗ khoan Drilling Hole787 lỗ khoan Drilling Hole788 Solid wall-type piers789 F Vibrating twin beam compactor790 Lo¹i dÖt / Sîi polyme kh«ng dÖt Woven / A non woven Polyester fabric791 Lo¹i khe h×nh thµnh däc The longitudinal Formed joint792 Lo¹i kÌn trumpet vµ lo¹i hoa thÞ Trumpet/Clover leaf Type793 Cantilever wall-type Abutment794 Lo¹i Sµng Sieve Designal

Lµm s¹ch vµ thu rän c¸c r·nh n íc

cè

lµm viÖc trªn nh÷ng khu vùc cã dßng ch¶y cã giao th«ng ®i l¹i

thu

L ìi c a kim c ong ® îc lµm l¹nhL íi cèt thÐp b»ng cèt thÐp kÕt cÊuLíp ®¸y ¸o ® êng

Líp bÒ mÆt / KÕt cÊu mÆt ® êng

Líp d®¸y ¸o ® êng

Líp mãng / líp mãng d íi

Lo¹i trô t êng ®Æc

Lo¹i mè t êng c¸nh hÉng

795 Lo¹i vá bäc dÇu Oil jacket type796 LÖch Deviate (V)797 Below new Embankment798 lÖnh thay ®æi change order799 Lß ®øng/cao Blast furnace800 Roadbed / Road way801 LÞch sö kiÖn tông the litigation status802 Traffic Volume803 Daily traffic volume804 Runoff Discharge Calculator Sheet805 marked - up record of document

806807 Lùc däc Longitudinal Force808 Lùc l¾c ngang Shacking Force809 Lùc ly t©m Centrifugal Force810 Lùc t¸c ®éng Due Forces811 Lùc t¸c ®éng trªn khu«n Moulding Load of ..812 Lùc va tÇu Ship collipsion force813 Lùc xung kÝch Impact814 LuËt law815 M¸I dèc Steep slope816 Embankment slope817 Slope Gradient818 M¸y ®Çm Vibtator 819 M¸y ®Çm lo¹i nhá Small Conpactor820 M¸y ®o cè ®Þnh Permanent gauge821 M¸y ®Õm mÎ c¬ khÝ A Mechanical Batch Couter822 M¸y ®un nhùa Bitument Heater823 m¸y b¬m dump824 M¸y b¬m bª t«ng di ®éng dù phßng Stand -by mobile concrete pump825 M¸y b¬m hót c¸t Pumping Machines826 M¸y cÊp cèt liÖu cho m¸y sÊy Feeder for Drier827 M¸y dÇm Mechanical Rammer828 M¸y hoµn thiÖn theo chiÒu ngang The transverse finishing machine829 m¸y kinh vÜ theodolite830 M¸y lu Rung Vibrating Roller831 M¸y nghiền đ¸ Stone Crusher832 M¸y r¶i Paver 833 M¸y r¶I cèt liÖu Aggregate Spreader

834835 M¸y r¶I nhùa Bitument Distributor836 Bituminous paver837 M¸y r¶I vµ m¸y hoµn thiÖn Speading and finshing Machine838 M¸y sµng Screen839 M¸y trén Plant - Mix840 M¸y trén liªn tôc Continuos Mixing Plant841 M¸y trén tõng mÎ Batch Mixing Plant

Lón d íi nÒn ® êng ®¾p

Lßng ® êng / Hµnh lang ® êng

L u l îng giao th«ng L u l îng giao th«ng ngµyL u l îng tho¸t lò dùa trªn b¶ng tÝnhl u tr÷ tµi liªu râ rµng

Lu«n ph¶i cã sù cho phÐp cña kü s always subject to the authorization of the engineer

M¸I dèc nÒn ® êngM¸I dèc nÒn ® êng

M¸y r¶I líp mãng trªn sö lý b»ng Asphalt

Machine laying of Asphalt treated base course

M¸y r¶I nhùa ® êng

842 M¸y xoa c¬ khÝ Machenical fload843 m« t¶ b»ng lêi narrative description

844 descriotion of pay items to be sublet845 M©u ®Çm thÝ nghÞªm Laboratory Compacted Specimens846 M©u bª t«ng Sampling of concrete847 Ditch848 M¶nh Strip849 M¶nh ®óc s½n Premoulded Strip 850 M¾t sµng sieve designation (mm)851 M¹ng cèt thÐp, (v) Khíp nhau Mesh 852 Railway Network853 Cocrete pavement854 Concrete pavement855 Damaged existing Pavement856 Bituminous Pavement

857 Pavement and its appurternances858 MÆt ®øng elevation859 MÆt b»ng xung yÕu Planes of weakness860 MÆt c¾t cÇu c¹n Profile of Viaduct861 mÆt c¾t ngang cross-sectional profile862 MÆt c¾t ngang Cross section863 MÆt c¾t ngang /MÆt c¾t däc Cross section /Profile864 MÆt ph¼ng Level Surface865 Mãng cäc Piles Foundation866 to bare the following identification867 Mãng tiªu chuÈn Statisfactory Foundation868 Mẫu nguyen dạng Undisturb Samples869 Më thÇu vµ xÐt thÇu Bid openning and Evaluation870 Mèi nèi Joint 871 Mèi nèi däc Longitudinal Joint872 Mèi nèi ngang Transverse Joint873 Mèi nèi x©y dùng ngang Transverse construction joint

874

875876 mÊt hiÖu lùc (hîp ®ång) frustration

877 Bedding layer of granular backfill Material878 Mét sè thiÕt bÞ ch«n s½n Pre-embeded device879 mÊt trËt tù disorder880 an irrevocable letter of credit881 Méu h×nh trô Cylinder882 guide form

m« t¶ h¹ng môc thanh to¸n giao thÇu phô

M ¬ng, hµo r·nh

M¹ng l íi ® êng s¾tMÆt ® êng bª t«ngMÆt ® êng bª t«ngMÆt ® êng hiÖn t¹i ®· h hángMÆt ® êng nhùaMÆt ® êng vµ çc kÕt cÊu kh¸c cña mÆt ® êng

sau

Mét b¶n sao cña b¶n tho¶ thuËn ® îc çc bªn liªn danh tham gia ký kÕt

a copy of the agreement entered into by the joint venture partnersMét hå s¬ thÇu ®¸p øng nh÷ng yªu

cÇu c¨n b¶n lµ 1 hå s¬ tu©n thñ tÊt c¶ çc ®iÒu kho¶n, ®iÒu kiÖn, vµ chØ dÉn kü thuËt cña hå s¬ mêi thÇu mµ kh«ng cã sai lÑch lín hoÆc ®iÒu kiÖn h¹n chÕ nµo

a substantially responsive bid is one which conform to all the terms, conditions and specifications of the bidding documents without materials deviaton or reservation.

Mét líp mãng b»ng vËt liÖu ®¾p cÊp phèi

Mét tÝn dông th kh«ng huû ngang

MÉu h íng dÉn

883 MÉu tr×nh nép hå s¬ dù thÇu Bid submission form884 schematic illustration

885 waiver of subrogaton886 MiÕng chÌn bª t«ng Plugs of concrete887 miÖng thïng cÊp liÖu Feeding Oirifice888 MiÕng, tÊm, thanh, phiÕn Slap889 Mỏ c¸t Sand Pit890 Møc ®é chªnh lÖch Variation891 MÒm / ¦ít Soft / Mucky892 mua/ký H§ b¶o hiÓm insure893 in indelible ink894 Muéi Soot 895 Mui ch¾n Dust Hood896 N¨ng lùc th«ng hµnh traffic capacity897 N¨ng lùc th«ng hµnh Traffic Capacity898 Below of the level of the Concrete pile bed899 N¾p b»ng miÕng tÊm kim lo¹i A loose sheet metal cover900 Nèi vµo Entrance901 Nèi, C¾t gät c¸c mÐp vµ lµm s¹ch Joint, Triming Edges & Clean-up902 Nèi, ghÐp /Hµn/§ãng cäc Weld / Splice/Drive903 Nearly water -tight as practicable904 Janpan Bank for International Cooperation905 Ngµy bµn giao t¹m thêi the provisional hand-over906 Ngµy c«ng daywork907 ngµy lÞch liªn tiÕp consecutive calendar days908 Engineering Study / Design909 NghiÒn / Sµng Crush / Screen910 Annual leave / Day's leave911 NghÞ ®Þnh decrees912 nghÜa vô chung general obligation913 NghÜa vô chung mutual obligation914 Nguån tµi trî Source of Funds915 at the bidder's option916 Aspecified in Clause917 Nh¸nh lªn vµ nh¸nh xuèng On - ramp and Off - ramp way918 Nh»m lµm g× to be subject to do st919 further drawings and instruction920 nh÷ng lêi b×nh luËn thÝch ®¸ng pertinent comments

921 Documents comprising the bid922 nh÷ng thay ®æi variations923 Nh©n c«ng labour924 Quantity surveyor925 Nh©n viªn phô tr¸ch an toµn Safety official/officer926 Nhµ ®Êu thÇu hîp lÖ Eligible bidders927 nhµ c©n weigh - house928 Wheatherproof Buiding 929 tenement

Minh ho¹ d íi d¹ng biÓu ®åmiÔn trõ viÖc chuyÓn quyÒn ®ßi båi th êng

Mùc kh«ng xo¸ ® îc

N»m d íi cao ®é èng trßn

Ng¨n kh«ng cho n íc vµoB¶n

thuËt

phÐp

Nh 1 phÇn cña hå s¬ dù thÇuNh quy ®Þnh trong ®iÒu

nh÷ng b¶n vÏ vµ h ìng dÉn bæ sung

Nh÷ng tµi liÖu bao gåm trong hå s¬ dù thÇu

Nh©n viªn kh¶o s¸t khèi l îng

Nhµ che ® îc m a n¾ngNhµ chung c

930 Nhµ thÇu Bidder/Contractor931 Nhµ thÇu Contractor932 take-over of site by contractor

933934 assignment and subcontracting935 duties rendered936 NhiÖt ®ä hçn hîp trong thïng The Temperature of the Content of the Tank

937938 NhiÒu ®o¹n èng ng¾n Muntiple Sputs939 NhÞp / Trô / Mè /Cäc cÇu Spans / Piers /Abutments/ Pile940 Surface water run-off 941 Ground water942 Excess water943 Irrigation Flow944 Embankment945 NÒn ®Êt yÕu Soft Soil layer

946947 Grate and Elevated type948 Nót giao,Nót giao th«ng kh¸c møc Interchange

949950 øng só©t ®¬n vÞ Unit stress951 øng suÊt bª t«ng Concrete Stresses952 øng suÊt/Dù øng lùc Stress/Ptrestres953 ph¸ bá to full down954 Ph¸ dì Demolition955 Ph¸t hµnh hå s¬ mêi thÇu Issue of bid documents956 insuance of instruction957 Ph¸t sinh ngoµi VN arising outside VN958 Ph©Çn ®Þa chÊt máng Thin Strata959 Ph©n ®o¹n ®Þa chÊt Division Model960 Stepped / Serrated 0961 Classification of Expressway962 Ph©n tÇng / Trén Separate / Blend963 Ph©n xe ch¹y Carriage way964 Proposal Method965 Alternative proposal by bidders966 3st point method967 cantilever construction968 Adequate meas of Protect969 Plastic board drain mehtod 970 Machenical method

971 Pre-Loading Method or Surcharge Method972 Arc method

nhµ thÇu nhËn bµn giao hiÖn tr êngNhµ thÇu ph¶i tiÕn hµnh c«ng viÖc cña m×nh sao cho Ýt g©y c¶n trë, bÊt tiÖn vµ t¾c nghÏn giao th«ng

the contractor shall so conduct his operations as to offer the least possible obstruction, inconvenience, and delay to traffic

Nh îng hîp ®ång vµ thÇu phôNhiÖm vô ® îc giao

NhiÖt ®é hçn hîp bª t«ng nhùa khi ra khái m¸y trén

The Temperature of the Mix leaving the Mizer

N íc ch¶y tù do trªn bÒ mÆtN íc ngÇmN íc thõaN íc t íi tiªuNÒn ® êng

Nón cè kÕt vµ æn ®Þnh nÒn ® êngConsolidation Settlement and Ground Stablity Of Embankment

Nót giao b»ng vµ nót giao v îtNÕu thay ®æi th× n¨ng lùc th«ng hµnh ph¶i b»ng víi n¨ng lùc ban ®Çu

If diversions are provided these must be of the same trffic capacity as the original one

Ph¸t hµnh h íng dÉn

Ph©n b íc / Ph©n lo¹iPh©n lo¹i ® êng cao tèc

Ph ¬ng ¸n ®Ò xuÊtPh ¬ng ¸n ®Ò xuÊt cña nhµ thÇuPh ¬ng ph¸p ®iÓm thø 3Ph ¬ng ph¸p ®óc hÉngPh ¬ng ph¸p b¶o vÖ thÝch hîpPh ¬ng ph¸p bÊc thÊmPh ¬ng ph¸p c¬ häcPh ¬ng ph¸p gia t¶I tr íc hoÆc ph ¬ng ph¸p ®¾p thªmPh ¬ng ph¸p hå quang

973 Vertical Drain Method974 Static Method975 Accurate Mechanical Means976 Hauling Equitment977 To be thinly coated

978 to comply with the following requirements979 ph¶n ®èi chØ ®Þnh objection to nomination980 ph¶n ®èi nh©n viªn objection to employee981 Ph¹m vi Extent 982 Ph¹m vi ®Êu thÇu Scope of bid983 ph¹m vi chiÕm dông ROW984 ph¹m vi cña hîp ®ång extent of contract985 Space for bicycle users986 Rampway987 PhÇn chÝnh pertinent parts

988 Traveled way / Through Pavement989 PhÇn xe ch¹y bªn ngoµi Outer carriage way990 PhÇn xe ch¹y bªn trong Inner carriage way991 Phèi hîp nghiªn cøu Cooperate in the Study992 Phï hîp víi In compliance with993 Phï hîp víi In Conformily with994 Phï hîp víi yªu cÇu Comform to the Requitment995 Water reducing Agent996 Phô lôc Addenda997 Phô lôc (kÌm theo kho¶n II) addenda (in accordance with clause II)998 Phô lôc ®¬n thÇu Appendix to the bid999 PhÕ th¶i Displaced Material

### Phô tïng spare parts### For the Discharge of Runoff Water### Phôt v÷a Grout (v)### Field Laboratory### Mean of Laboratory Sieve### Bituminous Spray### phÝ tæn charges### Qu¶ bóa Drive head### quan hÖ theo hîp ®ång thÇu phô subcontractual relation

### Lightly brushed with hot asphalt cement### Quy ®Þnh provision### Quy ®Þnh regulation### authority of the engineer### QuyÒn h¹n vµ nghÜa vô authority and duties### quyÒn hoa lîi usufruct### quyÒn s¸ng chÕ patent right

### procession of site by contractor### Rµ so¸t, xem xÐt Review

Ph ¬ng ph¸p tho¸t n íc th¼ng ®øngPh ¬ng ph¸p tÜnh häcPh ¬ng tiÖn c¬ khÝ chÝnh s¸cPh ¬ng tiÖn vËn chuyÓnPh¶I ® îc tr¸ng mángPh¶i tu©n thñ ®Çy ®ñ nh÷ng yªu cÇu sau

PhÇn ® êng cho xe th« s¬PhÇn ® êng nh¸nh nèi rÏ

PhÇn xe ch¹y / mÆt ® êng cho xe xh¹y xuèt

Phô gia rót n íc

Phôc vô cho viÖc tho¸t n íc

Phßng thÝ nghiªm hiÖn tr êngPhu ¬ng tiÖn sµng thÝ nghÞªmPhun nhùa ® êng

QuÐt nhÑ b»ng bª t«ng nhùa ® êng nãng

quyÒn h¹n cña kü s

quyÒn sö dông hiÖn tr êng cña nhµ thÇu

### R¶I / Cµo / miÕt / §Çm Spread / Rake / Lute / Compaction### R¶I b»ng tay Hand spreading### R¶I líp mãng trªn Placing of Base Course### Applical of bituminous material### R¶I phñ lªn vµ söa l¹i Overlay and Regulating ### R¶I theo c¸c líp ®ång ®Òu Place in Uniform layers### R¶I vËt liÖu thÊm Applical of Blotter### r·nh ditch### R·nh bª t«ng h×nh ch÷ U Concrete U -Ditch### R·nh biªn / R·nh ngang Site / Interception Ditch### R·nh h×nh mãc Hook shape ditch

### Bituminised-fible non-Pressure Sewer Drain### Inlet and Outlet Ditch### R·nh xoi Groove### R·nh xoi ®Þnh h×nh Formed groove### Ranh giíi Boundary### Ranh giíi vµ cao ®é lines and grades### rñi ro risks### rñi ro lo¹i trõ excepted risks### RØ láng or sÖt Loose or thick rust### s Tar-Epoxy resin Paint### S¸c xuÊt Probability### site staff organisation chart### site organisation### Relervant Biodata of key personel### S¬n bôi kÏm chèng ¨n mßn Zinc dust anticorrosive paint### S¬n ch× ®á chèng ¨n mßn red-lead anticorrossive paint### S¬n ch× chèng ¨n mßn Suboxide lead suboxide anticorrosive paint### S¬n ch× Cyanamide chèng ¨n mßn Lead Cyanamide anticorrosive Paint### basic lead choromate anticorrosive paint

### anticorrosive paint for general use### Red-lead Zinc chromate anticorrosive paint### S¬n kÏm Cromat chèng ¨n mßn Zinc chromate anticorrosive paint### S¬n lãt chèng ¨n mßn Etching Primer### S¬n nh«m aluminium paint### S¬n trén s½n ready mixed paint### s¶n suÊt bª t«ng concrete manufacturing### precast concrete unit production### S¶n xuÊt theo kÝch cì , §ång cÊp To be sized, Uniformly Graded### s¾c lÖnh ordinances### Sai lÖch variation### sai sãt cña nhµ thÇu default of contractor### Sai sãt to¸n häc arithmetic errors### San Strike - off### Sao cho In such manner that### Hereinafter referred to as JBIC### Sau khi c©n nh¾c kü, on balance

R¶I nhùa ® êng

R·nh tho¸t n íc kh«ng ¸p sîi tÈm nhuémR·nh thu vµ tho¸t n íc

êngS¬ ®å tæ chøc hiÖn tr êngchèt

mßnS¬n chèng ¨n mßn dïng cho môc ®Ých th«ng th êngmßn

s½n

Sau ®©y ® îc gäi t¾t lµ JBIC

### SÐ th«ng b¸o chÝnh thøc will romally notify### SÐc b¶o chi certified check### SÐt pha çt / SÐt pha bïn Sandy Clay / Silty Clay### pay items numbers to be sublet### Sè liÖu ®ia chÊt Soil Data### Sè liÖu chÝnh x¸c vµ ®¸ng tin cËy Accurate and reliable recorded Data### Sè n¨m c«ng t¸c years of service### Sè n¨m kinh nghiÖm vÒ years of experience in### Sè tham chiÕu cña Hå s¬ thÇu bid reference number### shall be deemed to include the cost of---### SÏ bÞ lo¹i will be disqualified### Siªu cao Super Elevation### Siªu cao Super-elevation### level### extraordinary traffic### Sîi chØ Yarn ### Sñi bät Foam (v)### Sô ch¸y nhá giät Dripping ### Số liệu lỗ khoan Drill Log### So s¸nh s¬ bé Rough Comparison### Söa Amendment### söa ®æi alterations### Söa ch÷a bÒ mÆt Surface correction### st ph¸t hµnh c«ng khai cho st to be open to sb

###### sù cè contingencies### Sù chia t¸ch çc vËt liÖu Segregation of the material### Removal >< Replacement

###### Sù kh¸c biÖt discrepancy### Sù liªn kÕt Bond### Sù t¸ch biÖt cña bª t«ng ®· trén Segregation of the mix ture concrete### Sù thiÕu hôt Dificiency ### sù tu©n thñ observance### Sù tu©n thñ Compliance### Improve the Sub-soil Stability### adverse impact### Zinc Coated Corrugrated Iron### T«n mói Corrugrated Iron### T×nh tr¹ng c«ng viÖc Status of work### T×nh tr¹ng sù viÖc Status of incident### tµi liÖu bµn giao t¹m thêi provisional hand-over process-verbal### Tµi liÖu chung General documents### Tµi liÖu diÔn gi¶i chung documents mutually explanatory### Tµi liÖu gi¸ pricing document### Tµi liÖu thÇu Bid documents### t¶i träng ®Æc biÖt special loads

phô

SÏ ® îc tÝnh bao gåm c¶ chi phÝ---

siªu tr êng siªu trängsiªu tr êng siªu träng

sù c¶n trë giao th«ng vµ çc c«ng tr×nh liªn kÕt

interference with traffic and adjoining properties

ban ®ÇuSự đồng bộ hãa ống dẫn cốt liệu vµ ống dẫn vật liệu nh a ® êng

Synchronization of Aggregate Feed and Bitumious Materail Feed

®ÊtT¸c ®éng ng îc l¹iT«n l în sãng m¹ kÏm

### T¶I träng bÊt biÕn Constant load### T¶I träng trôc ®¬n Single axle load### T¶I träng/ TÜnh t¶I / Ho¹t t¶i Load/ Dead Load/ Live load### T¾c nghÏn giao th«ng Traffic Congestion### T¹i trô P25 at pier P25### T¹o gê Edging### T¹o líp mµng máng Liquid Membrane Forming ### T¹o th©nh mét thÓ thèng nhÊt construct to form 1 unit### Shape / Maintain### Tæ hîp chuyÓn t¶i Load transfer assembly### Tæ hîp t¶I träng Combination of load### Tæng gi¸ trÞ bá thÇu bid sum### Tæng danh môc thiÕt bÞ Master list of equipment### Tæng danh môc thiÕt bÞ Master list of equipment

### Net sum of all previous monthly certificates### labor master schedule

###### Tæng tiÕn ®é thi c«ng Pveral Construction schedule

### accident or injury to workmen### Tay cÇm ngang Evener Arm### tay nghÒ c«ng nh©n workmanship### TÇm nh×n h·m xe Stoping sign distance### Subsoil### Water discharge capacity### Tèc ®é tiÕn Forward Speed### TÊm giÊy x©y dùng Sheet of buiding paper### TÊm mµng chèng thÊm Slip Sheet Memberane### TÊm mµng chèng thÊm Slip Sheet Membrane### TÊm ng¨n trung gian Intermediate bulkhead### TÊm v¶I ®Þa kü thuËt Goe-Textile Sheet### TÊm v¶I nhùa, v¶I dÇu Tarpaulin(n)### Parapets### Headwall### Wing walls### Retaining Wall### Concrete retaining walls

###

######### Letter of Acceptance### Invitation for bid### Invitations for Bids### standby letter of credit### application for final payment

Taä khu«n / B¶o d ìng

Tæng gi¸ trÞ thùc cña çc chøng chØ hµng th¸ng tr íc ®©yc«ngTæng sè tiÒn nµy sÏ ® îc thanh to¸n theo tû lÖ nh sau

payment of this sum will be made in installments, as follows

tai n¹n hay tæn th ¬ng ®èi víi ng êi lao ®éng

TÇng ®©t çt, ®Þa tÇng thæ nh ìngTèc ®é thoat n íc

T êng ®ÇuT êng ®ÇuT êng bªn, t êng çnhT êng ch¾nT êng ch¾n bª t«ngTÊt c¶ çc b¶n ®Ò co ý nghÜa ph¸p lý vµ gi¸ trÞ nh nhau

All copies pocess equal legal satus and strength

tÊt c¶ çc tay nghÒ ph¶i ë tr×nh ®é tèt nhÊt

all workmanshep shall be the best of its particular kind

Th cam kÕt hç trî tµi chÝnh supportTh chÊp thuËnTh mêi thÇuTh mêi thÇuTh tÝn dông dù phßngth yªu cÇu thanh to¸n cuèi cïng

### site visit prior to the pre-bid meeting### Th¸o ®æ bª t«ng Discharge of concrete### Th¸o dì v¸n khu«n Removal of form### to remove water### Th«ng b¸o khëi c«ng notice to proceed### th«ng b¸o khëi c«ng notice to proceed### th«ng b¸o trao thÇu notice of award

###### Th«ng tin bæ sung supplementary information### information not to be divulged### Th«ng tin vÒ nh©n sù cao cÊp senior staff information### Th«ng xe Traffic opening### thµnh phÇn cÊp phèi mix proportion### Thµnh PhÇn cèt liÖu Aggregate Fraction### Thµnh phÇn cÊu t¹o vËt liÖu The Constituent Material### Thµnh phÇn hçn hîp Composition of Mixture### Thµnh phÇn hçn hîp Constituents of the mix### Th¹ch cao gypsum### assignment by subcontractor### Tham chiÕu ng©n hµng bank reference### Tham kh¶o hå s¬ mêi thÇu bidding document reference### Thanh ®Çm Bean### Thanh g¹t Straightedge Runner### Thanh gi»ng Tie bar ### Thanh gi»ng thÐp biÕn d¹ng Deformed steel tie bar### Thanh ngang ®Òu nhau Equalizing Runner### Osilating type transverse screed### thanh to¸n t¹m øng advance payment### thanh to¸n t¹m thêi interim payment### thay ®æi to vary### ThÇu phô Sub-contracting### thÇu phô chØ ®Þnh nominated subcontractors### ThÇu phô dù kiÕn proposed sub-contractor### ThÇu phô dù kiÕn proposed subcontractor### thÐp ®óc h×nh cÇu cã graphÝt spheroidal graphite iron castings### ThÐp c¸n dïng cho kÕt cÊu chung rolled steel for general structures### ThÐp dù øng lùc prestressing steel

###

### carbon steel pipes for ordinary piping

###### ThÐp gia cè Reinforcing steel### structural steel for temporary work### ThÐp ray Rail steel### thêi gian b¶o hµnh period of warranty

Th¨m hiÖn tr êng tr íc héi nghÞ tiÒn ®Êu thÇu

th¸o n íc, tho¸t n íc

Th«ng qua c¬ quan thùc hiÖn cã thÈm quyÒn lµ

through thier authorized executing agency referred to as---

th«ng tin kh«ng ® îc tiÕt lé

thaÇu phô nh îng hîp ®ång

®éng

ThÐp èng c¸cbon vu«ng dïng cho môc ®Ých kÕt cÊu chung

carbon steel square pipes for general structures purposes

ThÐp èng cacbon dïng cho èng dÉn th«ng th êngThÐp èng cacbon dïng cho môc ®Ých kÕt cÊu chung

carbon steel tubes for general structures purposes

thêi

###### Thêi gian chê Holding Time### commencement time and delays### Bid validity### Thêi h¹n chÝnh key dates### Thêi h¹n cô thÓ nµo ®ã for the specified additional period### ThÊm Penetrate### Theo c¸c ®iÒu kho¶n cña hîp ®ång### Theo chÝnh s¸ch nµy JBIC sÏ In persuance of this policy, JBIC;### Theo khèi By mass### In The Manner Specified Below### theo sù lùa chän cña at one's opinion### in reverse chronological order

### anticipate### thî ®iÖn electrician### Thi c«ng Set out### Thi c«ng ®¹i trµ Mass- constructed### Thi c«ng b¶o vÖ lßng s«ng riverbed protection construction### Thi c«ng cäc cho trô P25 piing for P25### pile constructon, 2,0m dia### Thi c«ng khu«n Constructure of form### Thi c«ng kÌ b¶o vÖ bê s«ng Dyke revetment Contruction### Thi c«ng kÕt cÊu phÇn trªn superstructure construction

###### thî c¬ khÝ mechanic### thî c¶, qu¶n ®èc, ®èc c«ng foreman### Thî chôp ¶nh cã kü n¨ng a competent photographer### Thi nghiệm chống mài mòn Abration Resistance Test### Thî vËn hµnh thiÕt bÞ equipment operator### Scraping straight-edge### straightedge### steel measuring### ThiÐt bÞ kiÓm so¸t thêi gian trén Control of Mixing time### Thïng / T¶I träng Bucket / Load### Thïng /Ng¨n Bin / Compatment### ThiÕt bÞ equipment### Bituminous Mixing Plant### ThiÕt bÞ c©n Plant Scale### ThiÕt bÞ c©n c«ng céng Public Weighing Facilities### thiÕt bÞ kh¶o s¸t surveying equipment### ThiÕt bÞ lµm ngu«i c¬ häc Equitment for Mechanical Cooking### thiÕt bÞ t¸i xuÊt re-export of plant### ThiÕt bÞ thi c«ng construction equipment### ThiÕt bÞ thi c«ng construction Plan### ThiÕt bÞ trén nhùa Bitunios mixing plant### ThiÕt bÞ truyÒn t¶i Load tranfer device

Thêi gian cao ®iÓm cña c¸c luång xe xÐt ®Õn

peak period for the traffic movement under considerarion

trÔthÇu

contract

Theo quy ®Þnh d íi ®©y

Theo tr×nh tù thêi gian ng îcThÊy tr íc, biÕt tr íc, ®o¸n tr íc, l êng tr íc

Thi c«ng cäc, ® êng kÝnh 2,0

Thi c«ng mãng cäc bª t«ng ®óc s½n khu vùc ®µI cäc thang m¸y

Pre-cast concrete piling for the elevator pile cap

Th íc g¹tth íc th¼ngTh íc thÐp

ThiÕt bÞ ®un nh a

### ThiÕt bÞ vËn chuyÓn kh«ng khuÊy Non-Agitating hauling equipment

### Mechanically or manually operated device### ThiÕt kÕ theo giai ®o¹n Stage design### Hydrological / Hydraulic### Thö nghiÖm ®é ®ång ®Òu Test on Conformity### Thö søc nÐn vì cña bª t«ng Concrete Compressive test### Blind Drain### Underdrains### Road side drain

### Vertical Soil Drain

### recognise a contractor as ineligible### clearance of site on completion### Thu håi expropriation### Thùc hiÖn undertake### Thùc hiÖn chèng ®Êt tam thêi Intermittent Soil Support### Thùc hiÖn hîp ®ång undertake the contract

###### thuÕ tµi nguyªn royalty### thuû thñ sailor### ThÝ nghiªm ®Þa chÊt Soil Testing### ThÝ nghiệm xuyªn tĩnh The Static Cone Penetration Test### ThÝ nghiÖm nÐn Cempression Test### ThÝ nghiÖm ®o ¸p lùc ngang Lateral loading test### ThÝ nghiÖm nÐn tÜnh Static load test

### Marshall resistance to flow### thÝ nghiÖm vËt liÖu test and examine### ThÝ nghiÖm xuyªn tiªu chuÈn Standard Penetration Test### Tỉ trọng riªng Specific Gravity Test### Qualification of Bidders### Wet / Dry### Prime(v) / Furnish / Patch### Center line of the road### Center line of the piles### TiÕn ®é ngµy/giê day/hour schedule

### TiÕn ®é thêi gian ®Êu thÇu### TiÕn ®é thi c«ng construction schedule### TiÕn ®é thi c«ng Construction Schedule### TiÒn gi÷ l¹i Retention money

###### TiÕn hµnh ®ãng cäc to set construction stakes### TiÒn thuª má royalties### TiÕp qu¶n mÆt b»ng Possession of site

ThiÕt bÞ vËn hµnh b»ng tay hoÆc ®éng c¬

Thñy v¨n / thñy l c

Tho¸t n íc d¹ng thÊmTho¸t n íc ngÇmTho¸t n íc phÝa ® êngTho¸t n íc trong ®Êt theo ph ¬ng ph¸p th¼ng ®øngThõa nhËn 1 nhµ thÇu lµ kh«ng ®ñ t c¸chthu dän hiÖn tr êng khi hoµn thµnh

Thùc hiÖnc«ng viÖc theo h íng dÉnexecute the work to the instruction and directions of the engineer

ThÝ nghiÖm søc kh¸ng dßng ch¶y Marshall

thÇuT íi / lµm kh«T íi nhùa lãt /Cung cÊp /v¸Tim ® êng Tim ® êng èng

The sequence of dates for carrying out the bidding

TiÕn hµnh // theo chiÒu däc víi tim ® êng

To Proceed longitudinally parallel to the road centre Line

### TiÕp sóc víi In contact with ### Weight Proportioning### From 7th lift up to top of pier column### Tõ chèi mét hå s¬ ®Ò suÊt reject a proposal forward

###

###### Percentage passing by weight### TØ lÖ cèt yÕu Aggregate Proportioning### TØ lÖ mµI mßn /Natri The % of Wear /Sodium### TØ lÖ ngang / tØ lÖ ®øng Hozirontal / Vertical Scale### Maximum water / cement ratio### Proportion & batch weights### TØ träng bÊt biÕn Constant Rate### Toµn bé vµ tõng phÇn Complete and Paitrally### toµn phÇn/1 phÇn wholly/in part

### Total of work completed to date### tr¸ch nhiÖm b¶o hiÓm chÐo cross liability### tr¸ch nhiÖm cña nhµ thÇu contractor's liability

### personal liability of the public officials### as opposed to### Tr¸nh qu¸ nãng côc bé To avoid overheading### Tr¸nh sai lÖch vÞ trÝ Avoid Disloding### tr«ng nom c«ng tr×nh care of works### Tr×nh ®é chuyªn m«n professional qualifications### Tr×nh tù thi c«ng cäc piling construction sequence###### Tr×nh tù vµ bè trÝ mÆt b»ng sequence and plan### tr¶ tiÒn gi÷ l¹i release of retension monies

### to payment under the contract### Tr¶i asphalt líp mÆt asphalt surfacing### Tr¾c däc Vertical Agliment### Tr¾c däc / Tr¾c ngang Transverse / longitudinal profile### Tr¾c däc ®Þa chÊt Soil Profiles### Tr¹m b¬m Pump station### Meteorological Station### A proper condif of tackiness### Tra vßng ngoµI cña vßng ch½n Inspection of their Exterior### Trªn ¶nh vµ trªn phim in the print and negative### Trªn mÆt ®Êt The surface of the Ground### in all respects### Trªn nÒn ®Êt yÕu On the soft ground### Tare weight

### Gross weight /Tare weight / net Weight

Tir lÖ khèi l îngtrô

TØ lÖ % cèt liÖu quy ®iÞnh qua mçi lo¹i sµng

The percentage of aggregate passing each specified sieve

TØ lÖ % HHBT nhùa bæ sung trªn tæng sè cèt liÖu

The% of Bituminous material to be added on the total aggregate basic

îng

TØ lÖ n íc / xi m¨ng tèi ®aTØ lÖ vµ khèi l îng mÎ

toæng c«ng viÖc ®· h oµn thµnh ®Õn nay

tr¸ch nhiÖm ph¸p lý ç nh©n cña çc viªn chøc nhµ n íc Tr¸i víi, t ¬ng ph¶n víi

b¶n piers

tr¶ vµo çc kho¶n thanh to¸n theo hîp ®ång

Tr¹m khÝ t îng thñy v¨nb¸m

Trªn mäi ph ¬ng diÖn

Träng l îng c¶ b×Träng l îng c¶ b× /Träng l îng b× / Träng l îng tÞnh

### specific weight### Träng tµi arbitration### Trao hîp ®ång Award of contract### Trao hîp ®ång Awarding of the Contact### Trén lÉn, pha trén, hîp nhau Blend(v)### Preceding placement of the covering course### Pior to ST### Prior to final incorporation in the work### Before displayed for sale

###### Price escalation### trõ excluding### Trô cÇu Bridge piers### Trô chèng çnh dÇm Flange brace### Trõ khi cã çc quy ®Þnh kh¸c Unless otherwise provided### Trô l¨n / B¸nh l¨n Drive roll /whell### Trô nèi cøng Integrated Piers### Trô nhÞp cÇu chÝnh Intermediate Piles

###### Solid wall Hammerhead Piers### Trôc t©m Mandrel### Display the lines### in no case### Trong kho¶ng thêi gian thÝch hîp In Due Time

###

### During Embankment Work### in the event of

###### in exceptional circumstances### Truëng gi¸m s¸t (gi¸m s¸t dù ¸n) General superintendent (project Manager)### Truô cÇu, ch©n cÇu, mãng cÇu pier ### tÞch thu forfeit### Tû gi¸ b¸n The selling rates

### percentage of pay items to be sublet

### percentage of total bid price to be sublet### Tû lÖ víi proportional to st### Tû träng riªng The Specific Gravity### tu©n thñ compliance with---### compliance with policy condition

Träng l îng riªng

Tr íc khi gi¶I líp trªnTr íc khi lµm g×Tr íc khi tËp cèt liÖu t¹i c«ng tr×nhTr íc khi xuÊt x ëngTr íc ngµy hÕt h¹n thêi h¹n hiÖu lùc ban ®Çu cña hå s¬ dù thÇu

prior to expiry of the original bid validity period

Tr ît gi¸

Trõ phi cã quy ®Þnh kh¸c trong hå s¬ mêi thÇu

Unless stated otherwise in the bidding documents

Trô t êng ®Æc ®Çu h×nh bóa

TrÖch ® êng LuTrong bÊt kú tr êng hîp nµo

Trong ph¹m vi thêi gian víi giíi h¹n trong ®iÒu---

within the time constraints given in clause---

Trong suèt qu¸ tr×nh thi c«ng nÒn ® êngtrong tr êng hîpTrong tr êng hîp cã sù kh¸c biÖt gi a çc b¶n hå s¬ th× b¶n gèc cã gi¸ trÞ cao h¬n

in the event of discrepancy between them the original shall prevail

Trong tr êng hîp ngo¹i lÖ

Tû lÖ % giao thÇu phô trªn gi¸ trÞ h¹ng môc thanh to¸nTû lÖ % giao thÇu phô trªn tæng gi¸ bá thÇu

hiÓm

###### oblige to comply with st### TÜnh kh«ng Clearance### TÜnh kh«ng th«ng thuyÒn Navigation Clearance

### Flood and Navigation Clearance### Tuú theo quy ®Þnh cña m×nh at its discretion### tuy nhiªn notwithstanding### tuyÕn alignment### TuyÕn /C¶I tuyÕn Agliment/Re-agliment### tuyÓn dông lao ®éng Engagement of labor### Tỷ trọng kế Hydrometer### Tỷ trọng ướt Wet Density Test### TÝnh ®¸p øng çc yªu cÇu Responsiveness### TÝnh ®Õn Make allowance for### nature of site### TÝnh chÝnh x¸c cña cÊp ®é Trueness of Grate

###### TÝnh nhít, Deo,®é nhít Viscosity = Viscidity### TÝnh to¸n ®é xãi Calculation of Scour### TÝnh to¸n thiÕt kÕ Design Calculation

### office/lab/accommodation### Patching of existing pavement ### V¸ch ®øng / V¸ch xiªn Vertical webs / Sloping webs### V¸ch cña hè vµ r·nh ®µo The sideÐ of pits and trenches### V¸ch r·nh The Sides of Trenches### V¸n khu«n Form ### V¸n khu«n Form line### V¸n khu«n Form work### V¸n khu«n cong xiªn trªn Form with bent top surface### V¸n khu«n mÆt trªn xiªn Form with battered top surface### Steel side form### Steel side form### Straigh side form### V¸n khu«n vì trªn xiªn Form with broken top surface### V¸n khu«n xo¸n trªn xiªn Form with twisted top surface### v× kh«ng ®¸p øng yªu cÇu as nonresponsive### V÷a xi m¨ng Cement Mortar### V¹ch chia nhá nhÊt Minimum Gradas### Vá bäc h¬i Steam Jacket### Vá läc Filter Jacket### Outer shoulder### Inner shoulder### Vªnh Warping### vËn chuyÓn transportation

Tu©n thñ ë møc cao nhÊt çc nguyªn t¾c trong qu¸ tr×nh ®Êu thÇu vµ thùc hiÖn çc hîp ®ång

to observe the highest standard of ethics during the procurement and execution of such contract

tu©n thñ tÊt c¶ çc (h íng dÉn)

TÜnh kh«ng tho¸t lò vµ tÜnh kh«ng th«ng thuyÒn

TÝnh chÊt hiÖn tr êng

tÝnh hîp lý vµ kh¶ n¨ng cña çc gi¶i ph¸p kü thuËt

appropriateness and feasibility of technical solutions

V¨n phßng, phßng thÝ nghiÖm, n¬I ¨n ëV¸ söa mÆt ® êng hiÖn t¹i

V¸n khu«n s ên ÐpV¸n khu«n s ên ÐpV¸n khu«n s ên th¼ng

Vai ® êng ngoµiVai ® êng trong

### VËn chuyÓn / R¶I vËt liÖu Hauling / Speading

###### VËt liệu đất đắp Soil Material### VËt liÑu nhùa ®un nãng Bituminous Material### VËt liÖu materials### VËt liÖu ®æ theo yªu cÇu Poured material as required### Curing material### VËt liÖu bäc d¹ng h¹t Gramelar filter Material### Curing material ### VËt liÖu c¸t Sand Fill Material### VËt liÖu cÊp phèi Granular material### VËt liÖu chÌn khe mèi nèi Poured Sealer for Joint### VËt liÖu chÌn nãng Material for seal applied hot### VËt liÖu dÝnh b¸m Cohesne material ### VËt liÖu kh«ng th©m nhËp Impervios Material### VËt liÖu kh«ng thÝch hîp Unsuitable Material### VËt liÖu khai th¸c má Quarry material ### VËt liÖu l¾ng Material Deposited### VËt liÖu líp mÆt Surface course material### VËt liÖu mãng cøng Hard Foundation Material### Borrow Materal### Excess bituminous material### VËt liÖu nÒn Bedding Material### VËt liÖu r¶I phñ Cover coat material### VËt liÖu thÊm Blotter material### VËt liÖu v¶I ®Þa Drain Material### VËt liÖu v¶I ®Þa kü thuËt Geo-Textile Material### Vì, G·y, r¹n, nøt Fracture### Vietnamese English

###### ViÖc gi¸m s¸t cña nhµ thÇu contractor's superintendence### ViÖc gi¶i ng©n Disbursement

###### arms and ammunition### VÕt nèi / Khe hë Seam / Crevice### VÕt xe Rut### Vßng v©y cäc v¸n Coffer - dam

### Complete and Sealed coffer- dam### vÞ trÝ location### VÞ trÝ gãc trªn trôc Angular position on the shafts### VÞ trÝ nghiªng, ®é nghiªng Tilt(v,a)

### setting out the work and staking### X¸c ®Þnh ®Æc tÝnh cña ®Êt Ascertain Nature of soil

VËn chuyÓn cäc/ §Þnh vÞ / §ãng cäc / Ðp cäc

Pile hauling, Positioning, Pile driving and pressing

VËt liÖu b¶o d ìng

VËt liÖu bao d ìng

VËt liÖu m înVËt liÖu nhùa ® êng thõa

Víi sù chøng kiÕn, c¸c bªn tham gia ®· ký tªn vµ ®ãng dÊu t¹i

In witness whereof the participating parties have hereto placed their signature and seals at----onthis----day of

ViÖc huy ®éng vµ l¾p ®Æt ph¶i dùa trªn h¹ng môc c«ng viÖc thùc tÕ

delivery and placing to be set against the actual work item

vò khÝ vµ ®¹n d îc

Vßng v©y cäc v¸n ®· hoµn chØnh vµ ® îc g¾n kÝn

X¸c ®Þnh ranh giíi c«ng tr×nh vµ c¾m cäc

### x¸c ®Þnh giê specify the hours during the day### Probability of rainfall### x©m lÊn, x©m ph¹m to encroach on/upon### X©y bª t«ng bÞt ®¸y Concrete Foundal Seal### the construction of temporary water course### bridge and highway construction### x©y dùng cÇu bª t«ng dù øng lùc the construction of PC concrete bridge ### Xãi Scarify### Xãi trô cÇu Scour on piers### XÐt thÇu Bid Evaluation### Xe khuÊy Truck agitator### Xe lu b¸nh h¬i Pneumtic - Type Roller### Xe lu nÆng b¸nh tr¬n Smooth - Wheel Power Roller### Sprinkler Truck### Xe trén Truck mixture### Xem xÐt take into account### Xèp Loose(a)### Scariify Pavement### xin chÊp thuËn require to obtain approval### XÎng Shovel### remedy on failure to insure### xö lý vµ quyÒn h¹n remedies and powers### Xung ®éng cña m¸y ®Çm bµn The frequency of the sureface vibrator### XÝch / B¸nh r¨ng trªn ®Üa xÝch Chain / Spocket### Yªu cÇu required ### yªu cÇu demand

###### Yªu cÇu nÕu cã ¸p dông required if applicable### yªu cÇu thiÕt kÕ ph¶i ghi râ rµng design requirements to be expressly stated### Special specification### Yªu cÇu tiªu chuÈn kü thuËt chung General Specification### Yªu cÇu vÒ m¸y trén tõng mÎ Requitment for batching plant### Ýt x¸o trén Cause a Minimum Disturbance to st

X¸c suÊt l îng m a

x©y c¸c ® êng dÉn n íc t¹m thêiX©y dùng cÇu ® êng

Xe phun n íc

Xíi nhùa ® êng

xö lý ®èi víi tr êng hîp ch a b¶o hiÓm

Yªu cÇu nhµ thÇu chó ý ®Õn quy ®Þnh trong kho¶n 28

The attention of bidders is drawn to the provisions of clause 28

biÖt

Joint Sealer% passing by weigthAbrasionTo be Applicable inApplication of Surcharge Load

Uniform PressureStream flow pressurePore water pressurePressure

Disintegrated RockBouldersAppreciable

Unit pricePile Caps

Structure ExcavationTo cut full depth sample

Preservation of Channel

Foudal FillBack - Filling

Granular BackfillPermeable MaterialBackfilling and ReinstatementAttain its initial setObtain a bearing CapacityOpening to trafficPlacing concreteProperties of CurveAgliment featureFeature along Alignment

The Compressive Driving Stress for Steel Piles

Blinding Stone/Cobber Stone/ Crushed Rock

StratificaationTo meet the design requirement & contractual conditions

Excavation a placing or disposal of earth, rock or other material

Drainage

To Attain the required thickness after compactionEnsure Adherence To the Requirement of

Formation of Embankment Areas of Fill

General CharacteristicsPlacement of reinforcementPiles InstallationPlace OrderFormed settingCompact / Thoroughly CompactTamper / CompactorSureface pan typeCompacting GradedInternal Pan type Tube VibratorVibrating BeamPre-compactionTamp / Tamp the groundDowel endAt Its Upper EndDegree of CompactionDegree of SaturationGradesGradeVertical GradientCross slopSlightly dampSurface smoothnessVoid Filled with asphaltslumpThe minimum filter velocityThrough way/Frontage roadVertical CurveTransition CurveHorizontal CurveSuper elevated CurveGrade LinesDiameterRamp Exoshing asphalt pavement

Be uniformly appliedPlace and CompactShall be paid under - mentioned

Moistrure Content

Sufficient strength-elongation characteristic

Which are here in after described in detail under seprate heading

The piont of Intersection of Tangents and Grade lines

Applicable Provisions Applicable Provisions of ClauseGeotechnical ConditionInvestigation / SurveyHarden sufficiently

Voids in total MixHammer CushionPiles CushionCompensastionPioseGeology / SoilTopography

Chemical Soil StabilizationUnder Disturbance

Radius / DiameterMinimum RadiusPneumatic TyresAbrasne wheelHorizontal AglimentHozirontal AglimentThe horizontal alignmentLong handed floadSlapConcrete paving slabDeck SlabDesign Calculation Protection of PavermentStorage YardCommence(v)Pavement Quality Concrete

Lean ConcreteReady-mixed ConcreteCement Concrete2- piece- connectionAn Automatic AgitatorSpan ArrangementPlastic board DrainLimestone DustMineral FillerLow Deformation

Volumetically measuring the Material

Feed

asphaltasphalt

bigmented

Warning signCountermeasureMethod statementAddisional TreatmentAllowable VariationFirm SurfaceStruture FootingPiles Driving HammerDiesel steam hammersFalling weight impact hammersVibratorSegregationFloatingMoving PartsDrainage FacilitiesIrregularities & Depression

LogsInside FacesBridge markers Joints or ConnectiãnFinished work SampleInsulateRakeSaw(n) /SlabPaddleGravelly Sand / Sandy GravelPoorly Graded SandAngular, manufacture sand

Joint leveling DeviceBending device

Road EarthworkExperimental worksSteel Culvert Job- mix FormularToll plazaIrrigation FacilityIn leter RefTruck ScaleApproach Bridge

Unstable,Corrugated or damaged area

Coarse Sand / To be form of Coarse Sand

CapacitiesColumn Jet Grout work for column 1b

Hand operated lanceRake / Hand RakingImpelde the Flow waterCut neatlyTo cut back on the previos RunHigh PermeabilityConcrete saw

Perforated or Unperforated Sand Drain

Sand Compaction PilesSolid Column by CompactionCast in-place bored RC pileSteel sheet pilePermanent Steel Sheet PilesVegtable CultivationElevation

Invert levelCross- sectional ElevationElevation of BoreholdSpray BarFull Circulation Spray BarBox Girder BridgeCrossoverPavement bridge or crossoverConsolidation Bethoroughly cosodidatedCharacteristic strengthConcrete StrengthStrength class 1

Road IntensityRetained StrengthRainffall Intensity

Yield Point of the Pile MaterialCrushing strengthFlexunal strength

order

Sand Drain, Packed Drain & Fiber Drain

The Elevation of the bottoms of footingpatched area

The minimum site working flexural strength

Minimum 28 day compressive strength by cylinder test

strength

Grate /Axle

AggregateAggregate

Cover Aggregate

Rainforcing SteelRe-barReinforcementReinforcing SteelReinforing Stell

FootingFree FlowingA rotary power broomPower Broom and BlowerWire broomOffsetSkipper AreaThe longitudinal JoitVoid(n)UV - Stabilized

Resist slidingDowel / PinFillerPreformed joint fillerThe expansion joint fillerPlasticiserOrganic MatterThermo-chemicalNon- Plastic Mineral matterDetergent FillerAccelerating AdmixtureCCompression Index

Detail of the Sequence

material

SeiveAggregate passing the 2.36mm throungh the 0.150mm Sieve

Aggregate passing the 4.75mm and large SieveAggregate

Concrete units which require reiforcement

To prevent the mixture from adhering to the bed.

Physical & mechanical Properties on Soil Sample

Length of taperSpan LengthsTrial length

Norminal DepthCompact CompressionLinesPenetration GratePropertiesCriteria,Properties / ScopeEstimated Soil PropertiesProperties of the soilA complete mixing cycle

Preparal of Surface

Outlet Ditch / DamRigidCoupling /Fitting /BandDump GateUltraviolet Mother Rock / limestonesPedestrian (v,n)Protected shoulderparting stripA strip of building paper

Foudation BeamsOil / Grease / MillscaleUnderpassesChannel Relocation

No plasticity

Other Compensating devices

Bearing Strata Depth for structure 's FoudationBedding, Taying & Surrounding of piles

pavement

Pile casting preparationa at the factoryTo Convey into separate Compartments ready for batchingMaximum Partical size of coarse aggregate

girderCast-in-place Prestressed Concrete box Girders

Level

Openings

Water

Traffic FlowMove Laterally Contruction cost Estimates

Surface ToleranceJob-mix Tolerance The maximum dry densifyThe maximum Dry DensityThe net volumetic content AdhensionPerforated clay piles

Perforated Concrete pilesPorous Concrete pilesImmersed TubeSleeveSteel sleeveDrainage PilesUnder-drain PilesSub-drain PilesA single / A double Pile CulvertSteam CoilProject siteSealing jointBrick wet MasonryOff/On ramp angleSteel-shod hardwoodBridge BearingInspection / SupervisionConstruction SupervisionCribMedian

OverlayReinforcement / SettlementChilling windUltimate StageAcceptance StageTendering stageCurving PeriodGrate IntersectionIntersectionAssign

thickness

Extra strength and Standard strength clay piles

Land Acquisition / Right of way Acquisition

Network

AbuttalCaissionFigure / Table / AppendixProjectionWater contentturf of the broomWork ItemsOther incidental Items of workPartical /Grain

As-built DocumentBidding DocumentMoisture ContentWater Content TestBituminous MaterialBituminous Plant Mix- MaterialFreshly laid mixtureCold-Type BituminousThe Laboratory trial mixFoundation PitCatch - Basin /ManholeThe Consolidated MixtureWeight BoxWeight BoxLine / Level

Compounds for curving Curing CompoundHydraulic Jacks

Permeable CoefficientPermeable Coefficient of SandScale factor

Circulating SystemSurface finishingFinalization of Detail DesignInstallation OperationSand Trap Dissolved SilicaDiversion ChannelIrrigation cannalsExtent outwardWithstand without visible spring

Datum

reconnaissance

Expansion

systemThe Natural Drainage of Water Flowing

Dry out and Crack

Entrapped air

Bearing capacity

FeasibilityPrimary Control SurveySiol InvestigationTime lockVertical & Horizontal clearanceTo Quarry / PumpSawn constration jointTransverse Expansion Joint

Transverse strip contrac jointTransverse contraction jointJoint Box

The Clearance of BladesLength of Overlap In the Join

Drill Core drillJettingFree From LumpsReduction in AlkalinityIn Ereas of FillLocalized areaMinor areas of honeycombDepress AreaMouldStationary Side FormSide formTemplates And Straightedges

Interlocking controlZincSureface testPrestressed Concrete Structure

Whithout Tearing, shoving or gouging the mixtureThe use of very high cement content is depreciated

Capable of reversing without back - lash

Capable of producing a uniform mixture

joint

A key way along the construction joint

Interval

Aggregates

Pavement StructureRigid pavementSubstructure / SuperstructureDimentionInterior Dimension Structural DimensionPile cross-section DementionSieve sizeTo be screenedLines with mortared stone workRetard To be SplongedBe cleaned all loose material

Impair (v)

In EchelonSpeed change lanesAuxiliary lanes

CoreCrest/SagRe-bar cagePassageBase Bid Estimates

SubgateBinder

Seal CoatSubgrateBituminous Tack coatTack coatBase / SubbaseAsphalt treated base courseBituminous prime coatPrime coat / Tack coatDrilling HoleDrilling Hole

A three Dimensional Open labyrinth Structure

Clean and Trim all such Drainage Ditch

To accelerate / To accelerate Consodilation

lanes

TestingA- water Cooled diamond edge san bladereinforcement

structure

Solid wall-type piersVibrating twin beam compactor

The longitudinal Formed jointTrumpet/Clover leaf TypeCantilever wall-type AbutmentSieve DesignalOil jacket typeDeviate (V)Below new EmbankmentRoadbed / Road wayTraffic VolumeDaily traffic volume

Longitudinal ForceShacking ForceCentrifugal ForceDue ForcesMoulding Load of ..Ship collipsion forceImpactSteep slopeEmbankment slopeSlope GradientVibtator Small ConpactorPermanent gaugeA Mechanical Batch CouterBitument Heater

Pumping MachinesFeeder for DrierMechanical Rammer

Vibrating RollerStone CrusherPaver Aggregate Spreader

Bitument DistributorBituminous paverSpeading and finshing MachineScreenPlant - Mix

Woven / A non woven Polyester fabric

Sheet

pump

machine

Machine laying of Asphalt treated base course

Continuos Mixing PlantBatch Mixing PlantMachenical fload

Sampling of concreteDitchStripPremoulded Strip Mesh Railway NetworkCocrete pavementConcrete pavementDamaged existing PavementBituminous Pavement

Planes of weaknessProfile of ViaductCross sectionCross section /ProfileLevel SurfacePiles FoundationStatisfactory FoundationUndisturb SamplesJoint Longitudinal JointTransverse JointTransverse construction joint

Pre-embeded deviceCylinderPlugs of concreteFeeding OirificeSlapSand PitVariationSoft / MuckySoot Dust HoodTraffic Capacity

A loose sheet metal coverEntranceJoint, Triming Edges & Clean-upWeld / Splice/Drive

Specimens

appurternances

Bedding layer of granular backfill Material

Below of the level of the Concrete pile bed

Engineering Study / DesignCrush / ScreenAnnual leave / Day's leaveAspecified in ClauseOn - ramp and Off - ramp wayWheatherproof Buiding

Muntiple SputsSpans / Piers /Abutments/ PileSurface water run-off Ground waterExcess waterIrrigation FlowEmbankmentSoft Soil layer

Grate and Elevated typeInterchangeUnit stressConcrete StressesStress/PtrestresThin StrataDivision ModelStepped / Serrated 0Classification of ExpresswaySeparate / BlendCarriage wayProposal Method3st point methodAdequate meas of ProtectPlastic board drain mehtod Machenical method

Arc methodVertical Drain MethodStatic MethodAccurate Mechanical MeansHauling EquitmentTo be thinly coatedExtent

practicable

The Temperature of the Content of the TankThe Temperature of the Mix leaving the Mizer

Consolidation Settlement and Ground Stablity Of Embankment

Pre-Loading Method or Surcharge Method

Rampway

Cooperate in the StudyIn Conformily withComform to the RequitmentWater reducing AgentDisplaced Material

Grout (v)Field LaboratoryMean of Laboratory SieveBituminous SprayDrive head

Review

Hand spreadingPlacing of Base CourseApplical of bituminous materialOverlay and Regulating Place in Uniform layersApplical of BlotterConcrete U -DitchSite / Interception DitchHook shape ditch

Inlet and Outlet DitchGrooveFormed grooveBoundaryLoose or thick rustProbabilityTo be sized, Uniformly GradedStrike - offIn such manner thatSandy Clay / Silty ClaySoil Data

Super ElevationSuper-elevationYarn Foam (v)Dripping Drill Log

Pavement

Water

Lightly brushed with hot asphalt cement

Compaction

Bituminised-fible non-Pressure Sewer Drain

Data

Rough ComparisonSurface correctionSegregation of the materialRemoval >< Replacement

Bond

Dificiency ComplianceImprove the Sub-soil StabilityZinc Coated Corrugrated IronCorrugrated IronStatus of workStatus of incidentConstant loadSingle axle loadLoad/ Dead Load/ Live loadTraffic CongestionEdgingLiquid Membrane Forming Shape / MaintainLoad transfer assemblyCombination of loadEvener ArmStoping sign distanceSubsoilWater discharge capacityForward SpeedSheet of buiding paperSlip Sheet MemberaneSlip Sheet MembraneIntermediate bulkheadGoe-Textile SheetTarpaulin(n)HeadwallWing wallsRetaining WallConcrete retaining wallsDischarge of concreteRemoval of formAggregate FractionThe Constituent MaterialComposition of MixtureConstituents of the mixBean

Synchronization of Aggregate Feed and Bitumious Materail Feed

concrete

Straightedge RunnerTie bar Deformed steel tie barEqualizing Runner

Reinforcing steelRail steelHolding TimePenetrateBy massIn The Manner Specified BelowSet outMass- constructedConstructure of form

Abration Resistance TestScraping straight-edgeControl of Mixing timeBucket / LoadBin / CompatmentBituminous Mixing PlantPlant ScalePublic Weighing Facilities

Bitunios mixing plantLoad tranfer device

Stage designHydrological / HydraulicTest on ConformityConcrete Compressive testBlind DrainUnderdrainsRoad side drainVertical Soil DrainIntermittent Soil SupportSoil Testing

Cempression TestLateral loading testStatic load testStandard Penetration TestSpecific Gravity Test

screed

Pre-cast concrete piling for the elevator pile cap

Cooking

equipmentMechanically or manually operated device

Test

Wet / DryPrime(v) / Furnish / PatchCenter line of the roadCenter line of the piles

Possession of siteIn contact with Weight Proportioning

Percentage passing by weightAggregate ProportioningThe % of Wear /SodiumHozirontal / Vertical ScaleMaximum water / cement ratioProportion & batch weightsConstant RateComplete and PaitrallyTo avoid overheadingAvoid DislodingVertical AglimentTransverse / longitudinal profileSoil ProfilesPump stationMeteorological StationA proper condif of tackinessInspection of their ExteriorThe surface of the GroundOn the soft groundTare weight

Awarding of the ContactBlend(v)

Pior to ST

Bridge piersFlange braceUnless otherwise provided

To Proceed longitudinally parallel to the road centre Line

columnThe percentage of aggregate passing each specified sieveThe% of Bituminous material to be added on the total aggregate basic

Gross weight /Tare weight / net Weight

Preceding placement of the covering course

Prior to final incorporation in the work

Drive roll /whellIntegrated PiersIntermediate PilesSolid wall Hammerhead PiersMandrelDisplay the linesIn Due TimeDuring Embankment WorkThe Specific GravityClearanceNavigation ClearanceFlood and Navigation ClearanceAgliment/Re-aglimentHydrometerWet Density TestTrueness of GrateViscosity = ViscidityCalculation of ScourDesign CalculationPatching of existing pavement Vertical webs / Sloping websThe sideÐ of pits and trenchesThe Sides of TrenchesForm Form lineForm workForm with bent top surfaceForm with battered top surfaceSteel side formSteel side formStraigh side formForm with broken top surfaceForm with twisted top surfaceCement MortarMinimum GradasSteam JacketFilter JacketWarpingQuarry material Hauling / Speading

Soil MaterialBituminous MaterialPoured material as requiredCuring material

Pile hauling, Positioning, Pile driving and pressing

Gramelar filter MaterialCuring material Sand Fill MaterialGranular materialPoured Sealer for JointMaterial for seal applied hotCohesne material Impervios MaterialUnsuitable MaterialMaterial DepositedSurface course materialHard Foundation MaterialBorrow MateralExcess bituminous materialBedding MaterialCover coat materialBlotter materialDrain MaterialGeo-Textile MaterialFractureSeam / CreviceRutCoffer - dam

Angular position on the shaftsTilt(v,a)Ascertain Nature of soilProbability of rainfallConcrete Foundal SealScarifyScour on piersTruck agitatorPneumtic - Type RollerSmooth - Wheel Power RollerSprinkler TruckTruck mixtureLoose(a)Scariify PavementShovel

Chain / SpocketRequitment for batching plant

dam

The frequency of the sureface vibrator

to st

tu dien giao thong (v a)

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