1. Glossary
Vietnamese English
hoÆc gian lËn trong qu¸ tr×nh engage in corrupt or fraudulent
c¹nh tranh giµnh hîp ®ång ®ang practices in competing for the contract
1 ®­îc ®Ò cËp in question
2 ChÌn khe mèi nèi Joint Sealer
3 % lät sµng theo träng l­îng % passing by weigth
4 ¡n mßn, MµI mßn ®Þa chÊt Abrasion
5 ¸p dông cho c¸I g× To be Applicable in
6 ¸p dông ph­¬ng ph¸p gia t¶i Application of Surcharge Load
7 ¸p lùc ®ong cäc v¸n Steel Piles
8 ¸p lùc ®Òu Uniform Pressure
9 ¸p lùc dßng ch¶y Stream flow pressure
10 ¸p lùc n­íc lç rçng Pore water pressure
11 ¸p SuÊt Pressure
12 §¸ d¨m /§¸ cuéi/§¸ nghiÕn Rock
13 §¸ nghiÕn Disintegrated Rock
14 §¸ sái Boulders
15 §¸ng kÓ Appreciable
16 §¸nh gi¸ chung vÒ c¸c ®Þa tÇng General Evaluation Of Stratificaation
§¸p ­ng ®­îc yªu cÇu thiÕt kÕ vµ To meet the design requirement &
17 ®iÒu kiÖn hîp ®ång contractual conditions
18 §¬n gi¸ Rate
19 §¬n gi¸ unit price
20 §¬n gi¸ Unit price
21 §¬n thÇu Form of Bid
22 §¬n thÇu vµ tãm t¾t gi¸ thÇu bid and bid summary
23 §¬n vÞ tróng thÇu successful bidder
24 §¬n xin dù s¬ tuyÓn ®Êu thÇu pre-qualification application
25 §µI cäc Pile Caps
26 §µo excavation
§µo ®¾p hay xíi ®Êt ®¸ hoÆc c¸c Excavation a placing or disposal of
27 vËt liÖu kh¸c earth, rock or other material
28 §µo kÕt cÊu Structure Excavation
29 §µo kÕt cÊu Structure Excavation
30 §µo lÊy mÉu trªn toµnbé ®é s©u To cut full depth sample
§¶m b¶o cho n­íc th¶I tho¸t
31 nhanh vµ hiÖu qu¶ Ensure Prompt & Effective Drainage
32 §¶m b¶o dßng ch¶y Preservation of Channel
§¶m b¶o sau khi ®Çm ®¹t ®é dµy To Attain the required thickness after
33 yªu cÇu compaction
34 cña of
35 §¾p ch©n mãng Foudal Fill
36 §¾p l¹i tr¶ Back - Filling
37 §¾p nÒn vµ c¸c khu vùc cÇn lÊp Formation of Embankment Areas of Fill
38 §¾p tr¶ b»ng vËt liÖu cÊp phèi Granular Backfill
39 §¾p tr¶ b»ng vËt liÖu thÊm n­íc Permeable Material

2. §¾p tr¶ vµ kh«I phôc theo hiÖn
40 tr¹ng ban ®Çu Backfilling and Reinstatement
41 §¹i diÖn ®­îc chØ ®Þnh designated representative
42 §¹i diÖn ®­îc uû quyÒn hîp ph¸p the legal authorized representative
43 §¹t ®é ®«ng kÕt ban ®Çu Attain its initial set
44 §¹t ®­îc kh¶ n¨ng chÞu t¶i Obtain a bearing Capacity
45 §­a vµo ho¹t ®éng bring into operation
46 §­a vµo ho¹t ®éng Opening to traffic
47 §æ bª t«ng to pour concrete
48 §æ bª t«ng Placing concrete
49 §Æc ®iÓm cña c¸c ®­êng cong Properties of Curve
50 §Æc ®iÓm cña tuyÕn Alignment feature
51 §Æc ®iÓm däc tuyÕn Feature along Alignment
52 §Æc tÝnh ®ñ dai F
53 §Æc tÝnh chung General Characteristics
54 §Æt cèt thÐp Placement of reinforcement
55 §Æt èng Piles Installation
56 §Æt hµng Place Order
57 §Æt khu«n Formed setting
§Æt vµo vÞ trÝ, lao l¾p, thi c«ng to place, erecton, desk slab
58 b¶n mÆt cÇu construction
59 §Çm / §Çm kü Compact / Thoroughly Compact
60 §Çm b»ng tay/ §Çm b»ng m¸y Tamper / Compactor
61 §Çm bµn ngoµI Sureface pan type
62 §Çm cèt liÖu theo cÊp Compacting Graded
63 §Çm dïi(bªn trong) Internal Pan type
64 §Çm èng Tube Vibrator
65 §Çm rung Vibrating Beam
66 §Çm tr­íc Pre-compaction
67 §Çm, nÖn / §Çm ®Êt Tamp / Tamp the ground
68 §Çu chèt Dowel end
69 §Çu trªn At Its Upper End
70 §é ®Çm chÆt Degree of Compaction
71 §é b·o hßa Degree of Saturation
72 §é chèng va ®Ëp the degree of impact preventing
73 §é dèc Grades
74 §é dèc däc Grade
75 §é dèc däc Vertical Gradient
76 §é dèc ngang Cross slop
77 §é Èm kh«ng ®¸ng kÓ Slightly damp
78 §é ph¼ng bÒ mÆt Surface smoothness
79 Asphalt Void Filled with asphalt
80 §é sôt slump
81 §é thÊm tèi thiÓu The minimum filter velocity
82 §é va ®Ëp Compact Compression
83 §èi víi phÇn cßn l¹i as for the remaining fortion
84 §­êng ch¹y xuèt / §­êng gom Through way/Frontage road
85 §­êng cong ®øng Vertical Curve
86 §­êng cong chuyÓn tiÕp Transition Curve

3. 87 §­êng cong n»m Horizontal Curve
88 §­êng cong siªu cao Super elevated Curve
89 §­êng d©n sinh public highway
90 §­êng dèc Grade Lines
91 §­êng kÝnh Diameter
92 §­êng nh¸nh nèi rÏ Ramp
93 §­êng nhùa cò Exoshing asphalt pavement
94 §éng thæ ground breaking
95 §­êng tr¸nh detour
96 §­êng vµo access road
§­îc ký rµng buéc vÒ ph¸p lý ®èi to be signed so as to be legally binding
97 víi tÊt c¶ c¸c bªn on all partners
§­îc m« t¶ chi tiÕt trong c¸c h¹ng Which are here in after described in
98 môc d­íi ®©y detail under seprate heading
99 §­îc r¶I ®Òu Be uniformly applied
100 §­îc r¶I vµ ®Çm chÆt Place and Compact
101 ®©y Shall be paid under - mentioned
§iÓm giao cña c¸c ®­êng tiÕp The piont of Intersection of Tangents
102 sóc vµ ®­êng dèc and Grade lines
103 §iÒu chØnh ®é Èm Moistrure Content
104 §iÒu kho¶n ¸p dông Applicable Provisions
105 §iÒu kho¶n ¸p dông Applicable Provisions of Clause
106 §iÒu kho¶n chung general condition of the contract
107 chung Geotechnical Condition
108 §iÒu kiÖn chung cña hîp ®ång General condition of Contract
109 §iÒu tra, Kh¶o s¸t Investigation / Survey
110 §ñ cøng Harden sufficiently
111 §Ó cã nguån tµi trî for finance
112 §Ó th«ng b¸o for notice
113 §o thÓ tÝch vËt liÖu Volumetically measuring the Material
114 §Ò xuÊt offer
115 §Ò xuÊt ph­¬ng ¸n alterternative offers
116 §oé rçng trong toµn bé hçn hîp Voids in total Mix
117 §Öm bóa Hammer Cushion
118 §Öm cäc Piles Cushion
119 §Òn bï Compensastion
120 §ßn c©n Piose
121 §Þa chÊt Geology / Soil
122 §Þa h×nh Topography
123 liÖu Weight Calibraf Of Aggregate Feed
124 ®¸ cuéi, sái pebble
125 15,1 responsive to sub-clause 15,1
126 ®×nh chØ suspend
127 tr­êng sound environmental management
128 ®¶m b¶o hiÖu lùc ph¸p lý legally required for validity
129 ®¶m b¶o........... to secure the approvals of sb
130 ®¹o luËt statutes
131 ®å uèng chøa cån vµ matuý alcoholic liquor and drugs

4. ®Æc ®iÓm, chÊt l­îng, khèi l­îng character, quality, and quantities of the
132 c«ng viÖc tiÕn hµnh work to be performed
®é mµi mßn cña cèt liÖu b»ng abrasion of aggregate by Los Angeles
133 m¸y Los-angerles Machine
134 ®­êng tho¸t n­íc drain
135 ®Ëp t¹m temporary dam
136 ®Ëp vì to break up
137 ®Êt ®¸ vµ c¸c lo¹i vËt liÖu soil and material spillage
138 ®­îc quyÒn tõ derive any rights from
139 ®­îc tÝnh to¸n to be computed
140 ®­îc uû quyÒn to be authorized to do st
®­îc uû quyÒn chÞu tr¸ch nhiÖm
141 tr­íc mäi nghÜa vô ph¸p lý be authorized to incur liabilities,---
142 ®iÒu kiÖn tiÒm Èn latent condition
143 ®iÒu kiÖn tù nhiªn physical condition
144 ®o¹n section
145 ®óc s½n precast (adj)
146 ®oé gi·n në cña nhùa ®­êng extraction pf bitument
147 ®Þnh nghÜa vµ diÔn gi¶i definition and interpretation
¶nh h­ëng cña n­íc ®èi víi ®é
148 gi·n në nhùa ®­êng effect of water on bituminous mixtures
149 2 b¶n copy cña st 2 copies thereof
150 2 trô ®iÓn h×nh 2 typical piers
æn ®Þnh nÒn ®Êt b»ng ph­¬ng
151 ph¸p ho¸ hoc Chemical Soil Stabilization
152 Anh h­ëng qu¸ møc Under Disturbance
153 Asphalt ®«ng ®Æc nhanh Rapit - Curving cut black asphalt
154 Asphalt ®«ng ®Æc trung b×nh Medium - curving cut back asphalt
155 B¨ng t¶i Conveyer belt
156 B¸n kÝnh / §­êng kÝnh Radius / Diameter
157 B¸n kÝnh tèi thiÓu Minimum Radius
158 B¸nh h¬i Pneumatic Tyres
159 B¸nh xe mµI mßn Abrasne wheel
160 B¸o c¸o thùc hiÖn statement of performance
161 b»ng chi phÝ cña m×nh at his own expense
162 B×nh diÖn tuyÕn Horizontal Agliment
163 B×nh diÖn tuyÕn Hozirontal Agliment
164 B×nh diÖn tuyÕn The horizontal alignment
165 bµn giao cuèi cïng final hand - over
166 Bµn xoa c¸n dµi Long handed fload
167 B¶n bª t«ng Slap
168 B¶n l¸t bª t«ng Concrete paving slab
169 B¶n mÆt cÇu Deck surface
170 B¶n mÆt cÇu Deck Slab
B¶n sao tµi liÖu gi¸ trong ®Üa copy of pricing documents on
171 mÒm m¸y tÝnh computer dish
Joint enterprise agreement or affidavit
172 B¶n tho¶ thuËn liªn danh of joint enterprise agreement
173 b¶n vÏ hoµn c«ng as-built drawing
174 b¶n vÏ thi c«ng working drawing

5. 175 B¶n vÏ vµ chÜ dÉn kü thuËt Drawings and Specification
176 B¶ng ®¬n gi¸ Schedule of unit rates
177 B¶ng ®¬n gi¸ vµ gi¸ Shedule of Rate and Price
B¶ng ®¬n gi¸ vµ gi¸ cho khèi l­îng
178 c«ng viÖc bæ sung ®· ®iÒn gi¸ priced schedule of rates and prices
179 B¶ng gi¸ thÇu Bid schedule
B¶ng ph©n tÝch chi tiÕt gi¸ cña
180 c¸c h¹ng môc thanh to¸n detailed price analysis of pay items
181 liÖu detailed price analysis of materials
182 b¶ng thèng kª lao ®éng returns of Labor
183 B¶ng tiªn l­îng Bill of Quantities
184 B¶ng tiªn l­îng ®· ®iÒn gi¸ priced bill of quantities
185 B¶ng tÝnh thiÕt kÕ Design Calculation
186 B¶o hµnh vµ söa ch÷a sai sãt warranty and defects
187 b¶o hiÓm c«ng tr×nh insurance of works
188 b¶o hiÓm tr¸ch nhiÖm bªn thø 3 the third party insurance
189 ®éng workmen
190 b¶o qu¶n b¶n vÏ custody of drawings
191 B¶o vÖ mÆt ®­êng Protection of Paverment
192 B·I ®óc dÇm/x­ëng production yard /plants
193 B·I chøa Storage Yard
194 b¾t ®Çu l¹i resume
195 B¾t ®Çu, Khëi ®Çu Commence(v)
196 b¹o lo¹n rebellion
197 bá ®i omissions
Bª t«ng cã chÊt l­îng ®Ó r¶I mÆt
198 ®­êng Pavement Quality Concrete
199 Bª t«ng lo¹i 2 t« mÇu tr¨ng Concrete type 2 white bigmented
200 Bª t«ng nghÌo Lean Concrete
201 Bª t«ng trén s½n Ready-mixed Concrete
202 Bª t«ng xi m¨ng Cement Concrete
203 Bã vØa Cerbs
204 bæ sung additions
205 Bé nèi hai m¶nh 2- piece- connection
206 Bé phËn khuÊy tù ®éng An Automatic Agitator
207 Bé phËn qu¶n lý hiÖn tr­êng site management
208 Bè trÝ mÆt b»ng tæng thÓ production yard plan
209 Bè trÝ nhÞp Span Arrangement
210 BÊc thÊm Plastic board Drain
211 Bét ®¸ v«i Limestone Dust
212 Bét kho¸ng Mineral Filler
213 Biªn b¶n ghi chÐp record
214 Biªn độ dạng thấp Low Deformation
215 BiÓn b¸o Warning sign
216 BiÖn ph¸p kh¾c phôc Countermeasure
217 BiÖn ph¸p thi c«ng construction method statement
218 BiÖn ph¸p thi c«ng Method statement
BiÖn ph¸p thi c«ng vµ nh÷ng tµi construction method statements and
219 liÖu kh¸c others

6. 220 h÷u c¬ Testing methods for organic coatings
221 BiÖn ph¸p xö lý bæ xung Addisional Treatment
222 BiÕn thiªn cho phÐp Allowable Variation
223 BiÓu ®å chematic plan
224 BiÓu ®å ®­êng cong h×nh ch÷ S S - curve graph
225 BÒ m¾t cøng Firm Surface
226 BÖ mãng Struture Footing
227 Bóa ®ãng cäc Piles Driving Hammer
228 Bóa h¬i diesel Diesel steam hammers
229 Bóa m¸y Falling weight impact hammers
230 Bóa rung Vibrator
231 bÖnh dÞch epidemics
232 bÞ kiÖn to be sued
233 BÞ ph©n tÇng Segregation
234 BÞ r¸ch Floating
235 C¸c bé phËn chuyÓn ®éng Moving Parts
236 îng quality control method
237 C¸c c«ng tr×nh tho¸t n­íc Drainage Facilities
238 C¸c chç låi lìm Irregularities & Depression
c¸c chi tiÕt ph¶i ®­îc kü s­ chÊp all details will be subject to the
239 nhËn engineer's approval
C¸c diÖn tÝch bÞ h­ háng, hoÆc
240 l­în sãng, Ko æn ®Þnh Unstable,Corrugated or damaged area
241 C¸c h¹ng môc thanh to¸n Pay Items
242 C¸c khèi bª t«ng mÆt cÇu Deck surface units
243 C¸c kho¶n trõ deductions
244 C¸c khóc gç Logs
245 c¸c khu nhµ ë, lÒu tr¹i, nhµ kho living quaters, sheds and stores
246 c¸c lç khoan vµ ®µo th¨m dß boreholes and exploratory excavation
247 C¸c mÐp trong Inside Faces
248 C¸c mèc cÇu, cäc cÇu Bridge markers
249 C¸c mèi nèi Joints or Connectiãn
250 thiÖn Finished work Sample
251 tuyÓn pre-qualified eligible bidders
C¸c nhµ thÇu mong muèn tham
252 gia ®Êu thÇu the interested eligible bidders
C¸c thÝ nghiÖm ®èi èng vµ èng Test on concrete sewer, storm drain
253 tho¸t n­íc bª t«ng and culvert pipe
c¸c thÝ nghiÖm ®èi víi xi m¨ng test on penetration grades asphalt
254 asphalt lo¹i thÊm nhËp cement
255 C¸c vÊn ®Ò ®i kÌm, ®éi hé tèng escorts
256 c¸ch m¹ng revolution
257 C¸ch nhiÖt Insulate
258 C¸I cµo Rake
259 C¸I c­a /TÊm, thanh , miÕng Saw(n) /Slab
260 C¸nh trộn Paddle
261 C¸t lẫn sỏi cuội / sỏi cuội lẫn c¸t Gravelly Sand / Sandy Gravel
262 C¸t nghÌo Poorly Graded Sand
263 C¸t s¾c c¹nh Angular, manufacture sand

7. 264 C¸t th« / Lµm b»ng c¸t th« Sand
265 C«ng cô lµm ph¼ng liªn kÕt Joint leveling Device
266 C«ng cô pha trén Bending device
267 c«ng nh©n lµm thÐp steel worker
C«ng suÊt trung b×nh / C«ng
268 suÊt tèi ®a Normal Capacities / Full Capacities
C«ng t¸c b¬m v÷a ¸p lùc cao cho
269 cét v÷a Column Jet Grout work for column 1b
270 C«ng t¸c lµm ®Êt Road earthwork
271 C«ng t¸c lµm ®Êt Road Earthwork
272 C«ng t¸c thi c«ng Construction
273 C«ng t¸c thÝ nghiÖm Experimental works
274 C«ng thÐp Steel Culvert
275 C«ng thøc trén Job- mix Formular
276 c«ng tr×nh ®iÖn n­íc th«ng tin utilities
277 c«ng tr×nh c«ng céng utilities
278 C«ng tr×nh c¶ng Port facility
279 c«ng tr×nh phôc vô c«ng céng public services
280 C«ng tr×nh t¹m thêi temporary work
281 C«ng tr×nh thu phÝ Toll plaza
282 C«ng tr×nh t­íi tiªu Irrigation Facility
283 C«ng v¨n sè In leter Ref
284 C©n tiÓu li Precision balance
285 C©n xe Truck Scale
286 C©u dÉn Approach Bridge
287 c¬ quan ®­êng s¾t railway authorities
c¬ quan chøc n¨ng vÒ kiÓm so¸t Pertinent agencies regarding traffic
288 giao th«ng control
289 C¬ quan t­ ph¸p cã thÈm quyÒn Tribural of competent jurisdiction
290 c¬ quan t­íi tiªu thuû lîi irrigation authorities
291 Cµn phun tay Hand operated lance
292 Cµo / Cµo b»ng tay Rake / Hand Raking
293 c¶n trë dßng ch¶y obstruction to flow in water - courses
294 C¶n trë dßng ch¶y Impelde the Flow water
c«ng tr×nh ngÇm trªn hiÖn tr­ indicate the location of all underground
295 êng utilities
296 C¾m mèc vµ ®Þnh vÞ setting out
297 C¾t gän gµng Cut neatly
298 C¾t vµo ®­êng ch¹y tr­íc To cut back on the previos Run
299 cã quyÒn lµm g× to reserve the right to do st
300 Cã ®é thÊm cao High Permeability
301 Cã ®ñ kinh nghiÖm have adequate experience
302 C­a bª t«ng Concrete saw
303 C­a dù phßng cßn lµm viÖc tèt Standby saw in good working order
304 cã gi¸ trÞ cao h¬n privail over st
Cã hiÖu lùc tr­íc ngµy më thÇu on the date 28 days prior to the date of
305 lµ 28 ngµy bid opening
306 Cã hoÆc kh«ng ®ôc lç Perforated or Unperforated
307 Cã quyÒn ®èi víi kho¶n vay claim to loan proceeds

8. 308 cho ai to be entitled to refer the matter to sb
309 Cäc c¨t Sand Drain
310 Cäc c¸t , cäc vËt liÖu , cäc thÊm Sand Drain, Packed Drain & Fiber Drain
311 Cäc c¸t ®Çm chÆt Sand Compaction Piles
312 Cäc cøng ®Çm chÆt Solid Column by Compaction
313 Cäc khoan nhåi bª t«ng t¹i chç Cast in-place bored RC pile
314 Cäc v¸n thÐp Steel sheet pile
315 Cäc v¸n thÐp cè ®Þnh Permanent Steel Sheet Piles
316 Cam kÕt s¬ tuyÓn pre-qualification affidavit
canh g¸c, ®Ìn chiÕu s¸ng vµ ®¶m
317 b¶o an ninh watching, lighting and security
318 Canh t¸c trång rau Vegtable Cultivation
319 Cao ®é Elevation
320 Cao ®é ®¸y mãng The Elevation of the bottoms of footing
321 söa The finished level of the patched area
322 Cao ®é m¸y Invert level
323 Cao ®é mÆt c¾t ngang Cross- sectional Elevation
324 Cao độ lỗ khoan Elevation of Borehold
CÇn cã ®Ó ®¶m b¶o tiÕn ®é it is necessary to allow satisfactory
325 c«ng tr×nh execution of work in progress
CÇn n¾m râ t×nh h×nh liªn quan should thoroughly acquaint himself with
326 ®Õn c¸c c«ng tr×nh the situation
327 CÇn phun Spray Bar
328 CÇn phun hoµn toµn Full Circulation Spray Bar
­ng lùc liªn tôc ¸p dông biÖn ph¸p concrete box girder by cantilevel
329 ®óc hÉng erection.
t«ng dù øng lùc víi biÖn ph¸p ®óc concrete box girder by cantilevel
330 hÉng erection
331 øng lùc PC continuous girder main bridge
332 CÇu dÇm hép Box Girder Bridge
CÇu dÇm hép liªn tôc bª t«ng dù Continuous prestressed concrete box
333 øng lùc girder bridge
334 øng lùc simple prestressed concrete I - girder
335 CÇu dÉn 1 Approach bridge I
336 lùc PC I - girder approach bridge
CÇu dÉn dÇm hép liªn tôc bª
337 t«ng dù øng lùc PC continuous girder approach bridge
338 Cçu t¹m vµ vßng v©y cäc v¸n temperary bridge and cofferdams
339 Cçu v­ît Crossover
340 CÇu v­ît ®ª dyke bridge
CÇu v­ît ®ª dÇm hép liªn tôc bª 290m long PC continuous box girder
341 t«ng dù øng lùc dµi 290m dike bridge
342 êng Pavement bridge or crossover
343 Cè kÕt Consolidation
344 Cè kÕt hoµn toµn Bethoroughly cosodidated
345 Cè t×nh khai sai sù thËt be willful mis-statement
346 c­êng ®é ®µn håi/giíi h¹n ch¶y yield point
347 C­êng ®é ®Æc tr­ng Characteristic strength
348 C­êng ®é bª t«ng Concrete Strength
349 C­êng ®é cÊp 1 Strength class 1

9. C­êng ®é chÞu uèn ®éng tèi The minimum site working flexural
350 thiÓu t¹i c«ng tr­êng strength
351 C­êng ®é giao th«ng Road Intensity
352 C­êng ®é liªn kÕt Retained Strength
353 C­êng ®é l­îng m­a Rainffall Intensity
354 t«ng speciments
28 ngµy theo thÝ nghiÖm h×nh Minimum 28 day compressive strength
355 trô by cylinder test
356 cäc Yield Point of the Pile Material
357 C­êng ®é ph¸ huû Crushing strength
358 C­êng ®é uèn Flexunal strength
359 ngµy Minimum 20 day flexural strength
360 cèng n­íc, èng d©y ®iÖn ngÇm culvert
361 CÊp ®é /Trôc Grate /Axle
362 CÊp giÊy phÐp to grant permission
363 CÊp HHBTN The Grate of Bituminous material
364 CÊt gi÷ nguyªn vËt liÖu storage of materials
365 Cèt liÖu Aggregate
366 Cèt liÖu Aggregate
367 Cèt liÖu lät m¾t sµng.. Aggregate passing the 0.65mm Seive
Cèt liÖu lät sµng 2.36mm qua Aggregate passing the 2.36mm
368 sµng 0.150mm throungh the 0.150mm Sieve
369 cèt liÖu mÞn fine aggregate
370 Cèt liÖu phñ Cover Aggregate
Cèt liÖu qua sµng 4.75mm vµ Aggregate passing the 4.75mm and
371 sµng lín h¬n large Sieve
372 cèt liÖu th« coarse aggregate
373 Cèt liÖu th« / Cèt liÖu mÞn Coarse Aggregate /Fine Aggregate
374 cèt thÐp reinforcing steel
375 Cèt thÐp Rainforcing Steel
376 Cèt thÐp Re-bar
377 Cèt thÐp Reinforcement
378 Cèt thÐp Reinforcing Steel
379 Cèt thÐp Reinforing Stell
380 CÊu kiÖn bª t«ng cÇn gia cè reiforcement
381 ch÷a l¹i rectify
382 Ch©n ®Õ mãng Footing
383 Ch¶y dÔ Free Flowing
384 Chæi quÐt soay qu¹t ®iÖn A rotary power broom
385 Chæi quÐt vµ qu¹t giã ®iÖn Power Broom and Blower
386 Chæi thÐp Wire broom
387 Chång lªn Offset
388 Chªnh lÖch deviation
389 Chç c¸ch qu·ng Skipper Area
390 Chç nèi theo chiÒu däc The longitudinal Joit
391 Chç trèng, Ch©n kh«ng Void(n)
ChÊm døt hîp ®ång v× quyÒn lîi termination for convenience of
392 cña chñ ®Çu t­ employer
393 ®Çu t­ cessation of employer's liability

10. 394 Chèng ®­¬c tia cùc tÝm UV - Stabilized
395 thïng to the bed.
396 Chèng tr­ît Resist sliding
chÊp nhËn sö dông vËt liÖu
397 ngoµi dù kiÕn approval of materials not implied
398 cÇu to approve satisfactory work
399 Chèt Dowel / Pin
400 ChÊt ®én Filler
401 ChÊt chÌn khe chÕ t¹o s½n Preformed joint filler
402 ChÊt chÌn khe co gi·n The expansion joint filler
403 ChÊt dÎo Plasticiser
404 ChÊt h÷u c¬ Organic Matter
405 ChÊt ho¸ nhiÖt Thermo-chemical
406 ChÊt kho¸ng phi dÎo Non- Plastic Mineral matter
407 ChÊt tÈy Detergent
408 ChÊt trén Filler
409 Chèt xoay Pintle
410 ChÊtphô gia ®«ng kÕt Accelerating AdmixtureC
411 chi phÝ costs
chi phÝ ph¸t sinh trong ®iÒu The cost of complying with this
kho¶n nµy ®­îc tÝnh vµo h¹ng clauseshall be deemed to have been
412 môc thanh to¸n included iin Pay Items 1,19
413 Chi phÝ qu¶n lý chung overhead expenses
chi phÝ thÝ nghiÖm ch­a ®uîc
414 quy ®Þnh cost of test not provided for
415 Chỉ số nÐn Compression Index
416 chi tiªu expenses
Chỉ tiªu cơ lý và cơ học của c¸c Physical & mechanical Properties on
417 mẫu đất Soil Sample
418 Chi tiÕt vÒ thÇu phô dù kiÕn proposed subcontractors detail
419 Chi tiÕt vÒ tr×nh tù Detail of the Sequence
Chiều sâu tầng chịu lực để đặt lớp Bearing Strata Depth for structure 's
420 móng kết cấu Foudation
421 ChÌn lÊp, §Æt vµ ®æ bª t«ng Bedding, Taying & Surrounding of piles
422 chiÕm quyÒn usurped power
423 ChiÒu dµI ®­êng vuèt nèi Length of taper
424 ChiÒu dµI nhÞp cÇu Span Lengths
425 ChiÒu dµI thö nghiÖm Trial length
426 ChiÒu dµy mÐp mÆt ®­êng Edge thickness of the pavement
427 vØa) Effective width (between curbs)
428 ChiÒu s©u danh nghÜa Norminal Depth
429 chñ ®Çu t­ båi th­êng indemnity by employer
430 Chñ ®Çu t­ Employer
Chñ ®Çu t­ sÏ kh«ng ph¶i chÞu
tr¸ch nhiÖm vÒ chi phÝ trong The employer will in no case be
431 bÊt kú tr­êng hîp nµo responsible or liable for those costs.
432 chØ do sb gi÷ remain in the sole custody of st
433 ChØ giíi Lines
434 sau follows
435 cho phÐp sb do st make available to sb st

11. 436 ChØ sè kÌm lón Penetration Grate
437 ChØ tiªu Properties
438 ChØ tiªu / Ph¹m vi Criteria,Properties / Scope
439 ChØ tiªu c¬ lý cña ®Êt Estimated Soil Properties
440 ChØ tiªu cá lý cña ®Êt Properties of the soil
441 Chøng chØ hµng th¸ng ®Çu tiªn the first monthly certificate
442 nhµ thÇu substantiation of claims
Chóng t«I xin x¸c nhËn vµ chøng
443 thùc r»ng We hereby certify and atlest that
444 chØnh tuyÕn t¹m thêi dßng ch¶y Temporary realignment of the flow
445 ChÞu chi phÝ to bear all costs
446 Chu kú trén khÐp kÝn A complete mixing cycle
447 ChuÈn bÞ ®óc cäc t¹i nhµ m¸y factory
448 ChuÈn bÞ bÒ mÆt Preparal of Surface
449 chuyªn dông' exclusive use
450 tÖ Conversion to single currency
ChuyÓn vµo c¸c ng¨n riªng s½n To Convey into separate
451 sµng ®Ó ®ãng mÎ Compartments ready for batching
452 Cì h¹t tèi ®a cña cèt liÖu th« aggregate
453 nh­ sau decided:
454 cïng víi in conjunction with
455 Cöa tho¸t n­íc / §Ëp ng¨n n­íc Outlet Ditch / Dam
456 Cøng Rigid
457 Cót / Khíp / KÑp Nèi Coupling /Fitting /Band
458 Cửa xả Dump Gate
459 Cùc tÝm, tö ngo¹i Ultraviolet
460 Cung cÊp furnish
Cung cÊp b»ng chøng cminh provide such evidence of their eligibility
461 tÝnh hîp lÖ cña nhµ thÇu satisfactory to sb
462 Cung cÊp cèt liÖu aggregate supply
463 cung cÊp chøng tõ production of vouchers
Cung cÊp giÊy b¶o l·nh thùc to furnish the required performance
464 hiÖn hîp ®ång theo yªu cÇu security
465 cung cÊp lao ®éng provision of labour
466 и gốc / и v«i Mother Rock / limestones
467 D÷ liÖu kh¶o s¸t ®Þa chÊt soil investigation data
468 D÷ liÖu thuû v¨n Hydrological data
469 D§óc dÇm I bª t«ng dù øng lùc PC I - girder casting
470 thÊp Low carbon steel wires
471 d©y thÐp l­íi m¾t c¸o chainlink wire netting
472 ®Çu t­ the provision to indemnify employer
473 d®o ®¹c measurement
474 d®Þnh vÞ ngoµi hiÖn tr­êng setting out
475 Dµnh cho ng­êi ®I bé Pedestrian (v,n)
476 D¶I an toµn Protected shoulder
477 D¶I ph©n chia parting strip
478 däc vµ gÇn ®­êng along and adjacent to the road
479 Dair b¨ng giÊy X©y dùng A strip of building paper

12. Danh môc nh©n sù cao cÊp cña
480 nhµ thÇu List of Contractor's senior staff
481 Danh môc thiÕt bÞ thi c«ng List of Construction equipment plant
482 DÇm hép bª t«ng dù øng lùc PC(Prestressed Concrete) box-girder
483 t¹i chç box Girders
484 DÇm I bª t«ng dù øng lùc PC I girder
485 DÇm mãng Foudation Beams
486 DÇu / Mì / RØ s¾t Oil / Grease / Millscale
487 DÇu s«i vµ dÇu h¹t lanh s«i Boiled oil and boiled linseed oil
488 D­êng chui, Cèng chui Underpasses
489 Dì bá dismantle
490 di chuyÓn to remove
491 Di dêi kªnh Channel Relocation
492 DÔ dµng ®iÒu chØnh ®é cao Facilitate The Regulation of Level
493 Độ dẻo bằng kh«ng No plasticity
494 ®éng a sole enterprise
495 Dông cô ®Þnh cì cöa më Mean of Calibraf of Gate Openings
496 Dông cô bï g¹t kh¸c Other Compensating devices
497 Dßng ch¶y vµo vµ dßng ch¶y ra Inflow and Outflow of the Water
498 Dßng xe ch¹y Traffic Flow
499 DÞch chuyÓn sang ngang Move Laterally
500 Dù to¸n chi phÝ x©y dùng Contruction cost Estimates
Dung sai ®èi víi ®é dµy kÕt cÊu
501 mÆt ®­êng Tolerance in pavement thickness
502 Dung sai bÒ mÆt Surface Tolerance
503 t¸c trén Job-mix Tolerance
504 Dung träng kh« lín nhÊt The maximum dry densify
505 Dung trọng kh« tối đa The maximum Dry Density
506 Dung tÝch tÞnh The net volumetic content
507 Duy tr× vµ ®¶m b¶o giao th«ng Maintainance and protection of traffic
508 DÝnh b¸m Adhension
509 èng ®Êt cã ®ôc lç Perforated clay piles
510 èng b»ng ®Êt c­êng ®é lín clay piles
511 èng bª t«ng ®ôc lç Perforated Concrete piles
512 èng bª t«ng tæ ong Porous Concrete piles
513 èng ch×m Immersed Tube
514 x«ng Sleeve
515 èng mao dÉn capillazy
516 èng thÐp Steel sleeve
517 èng tho¸t n­íc Drainage Piles
518 èng tho¸t n­íc ngÇm Under-drain Piles
519 èng tho¸t n­íc phô Sub-drain Piles
520 èng trèng b»ng thÐp steel casing pipe
521 èng trßn ®¬n / èng trßn ®«i A single / A double Pile Culvert
522 èng xo¾n h¬I n­ícc Steam Coil
523 F Project site
524 G¾n khe mèi nèi Sealing joint
525 G¹ch v÷a ­ít Brick wet Masonry
526 lªn Off/On ramp angle

13. 527 gang pig-iron
528 Gç bäc ®Õ thÐp Steel-shod hardwood
529 Gèi cÇu Bridge Bearing
530 Gèi vµ khe co gi·n Bearings and joints
531 Ghi l¹i to itemize
532 Gi¸ bá thÇu Bid prices
533 Gi¸ bá thÇu Bid prices
534 Gi¸ trän gãi lump sums
535 gi¸ trÞ hîp ®ång contract sum
Gi¸ trÞ tæng céng cña c¸c gi¸ trÞ
536 h µng th¸ng Gross sum of monthly certificate
537 Gi¸m s¸t Inspection / Supervision
538 Gi¸m s¸t thi c«ng Construction Supervision
gi¸m s¸t trong qu¸ tr×nh thùc hiÖn provide superintendence during
539 c«ng viÖc execution of the works
save harmless and indemnify sb from
540 gi÷ cho ai v« h¹i and against st
541 Giµn gç Crib
542 Gi¶I ph©n c¸ch Median
543 Gi¶I phãng mÆt b»ng Acquisition
544 Gi¶I phñ Overlay
545 Gi¶i quyÕt tranh chÊp settlement fo disputes
546 Gia cè / Lón Reinforcement / Settlement
547 Giã l¹nh Chilling wind
548 Giai ®o¹n cuèi cïng Ultimate Stage
549 Giai ®oa¹n nghiÖm thu Acceptance Stage
550 Giai ®oan ®¸u thÇu Tendering stage
551 Gian ®o¹n b¶o d­ìng Curving Period
552 Giao b»ng Grate Intersection
553 møc Intersection
554 Giao nhiÖm vô cho ai, ®Ò cö ai Assign
Giao th«ng ®­êng bé / Hé thèng
555 ®­êng bé Road transport / Road Network
556 GiÊy b¶o l·nh dù thÇu bid security
557 GiÊy b¶o l·nh dù thÇu Bid security
558 giÊy b¶o l·nh t¹m øng advance payment security or securities
559 thêi the provisional hand - over certificate
560 cuèi cïng certificate of final completion
561 giÊy chøng nhËn nghiÖm thu certificates of inspection
562 GiÊy gäi cña toµ process summons
563 GiÊy phÐp ho¹t ®éng operating license
564 Giíi h¹n, chç tiÕp sóc Abuttal
565 GiÕng ch×m Caission
566 h­ h¹i vµ mÊt m¸t loss and damage arising
567 H×nh / B¶ng / Phô lôc Figure / Table / Appendix
568 H×nh chiÕu Projection
569 Hµm l­îng n­íc Water content
570 Hµng l«ng chæi turf of the broom
571 hµnh ®éng cña kÎ thï ngo¹i bang act if foreign enemies

14. 572 hµnh vi ph¹m ph¸p v« kû luËt disorderly conduct
573 H¹n chÕ constraints
göi yªu cÇu lµm râ hå s¬ mêi deadline for bidders to request
574 thÇu clarification of bid documents
575 thÇu Deadline for submission of bids
H¹n cuèi cïng tr×nh nép tuyªn bè deadline for submission of declaration
576 ý ®Þnh dù thÇu of intention to bid
577 h¹ng môc bÞ lo¹i bá eliminated items
578 H¹ng môc c«ng tr×nh Work Items
579 H¹ng môc c«ng viÖc ph¸t sinh Other incidental Items of work
580 H¹t Partical /Grain
581 Hª cao ®é / HÖ täa ®é ph¼ng Vertical Datum / Horizontal Datum
582 Hå s¬ chi tiÕt chÝnh thøc Process Verbal
583 kÝn sealed bids
584 Hå s¬ hoµn c«ng As-built Document
585 Hå s¬ mêi thÇu Tender documents
586 Hå s¬ mêi thÇu Bidding Document
587 Hå s¬ thÇu bidding documents/Bid
Hå s¬ thÇu kh«ng ®­îc phÐp the bid shall contain no alternations,
588 thay ®æi, g¹ch bá, hay bæ sung omissions or additions
589 Hå s¬ x¸c thùc authentic document
590 Hàm lượng ẩm Moisture Content
591 Hàm lượng nước tự nhiên Water Content Test
592 Hçn hîp bª t«ng nhùa Bituminous Material
593 Hçn hîp bª t«ng nhùa trén m¸y Bituminous Plant Mix- Material
594 Hçn hîp míi r¶i Freshly laid mixture
595 Hçn hîp nhùa kiÓu nguéi Cold-Type Bituminous
596 nghiÖm The Laboratory trial mix
597 Hè mãng Foundation Pit
598 Hè thu/Hè th¨m Catch - Basin /Manhole
599 Héi ®ång xÐt thÇu Bidding committee
600 thøc Formal pre-bid meeting
601 Hèn hîp cè kÕt The Consolidated Mixture
602 Hép c©n Weight Box
603 Hép c©n Weight Box
604 H­íng / Cao ®é Line / Level
dù ¸n sö dông kho¶n vay ODA Guidelines for Procurement under JBIC
605 cña JBIC ODA Loan
606 H­íng dÉn cho c¸c nhµ thÇu Instruction to Bidders
607 H­íng dÉn cho c¸c nhµ thÇu Instructions to Bidders
608 êng Reconnaissance / Site reconnaissance
609 HiÖp ®Þnh vay vèn Loan Agreement
610 Hîp chÊt ®Î b¶o d­ìng bª t«ng Compounds for curving
611 Hîp chÊt b¶o d­ìng Curing Compound
612 HÖ kÝch thuû lùc Hydraulic Jacks
613 HÖ sè gi·n në nhiÖt Coefficient of Thermal Expansion
614 HÖ sè thÊm Permeable Coefficient
615 HÖ sè thÊm cña c¸t Permeable Coefficient of Sand
616 HÖ sè tØ lÖ Scale factor

15. 617 HÖ thèng cÊp cèt liÖu nguéi The cold aggregate feeching system
618 dêi street lighting shall be relocated
619 HÖ thèng tho¸t n­íc tù nhiªn The Natural Drainage of Water Flowing
620 HÖ thèng tuÇn hoµn Circulating System
Hoµn thµnh c«ng tr×nh theo c¸c to complete the works in accordance
yªu cÇu kü thuËt còng nh­ tiÕn with the specification and the time for
621 ®é hoµn thµnh completion
622 Hoµn thiÖn bÒ mÆt Surface finishing
623 Hoµn thiÖn thiÕt kÕ chi tiÕt Finalization of Detail Design
624 Hoµn tr¶ tiÒn t¹m øng Repayment of the advance payment
625 hoµn trõ repayment
626 ho¹t ®éng g©y rèi riot
627 ho¹t ®éng khëi nghÜa insurrection
628 Ho¹t ®éng l¾p ®Æt Installation Operation
629 ho¹t ®éng qu©n sù millitary
630 ho¹t ®éng thï ®Þch hostility
631 ho¹t ®éng x©m l­îc invasion
632 Hoè thu c¸t Sand Trap
633 Hoép tho¸t n­íc b¶n mÆt cÇu Deck drain box
634 Hợp chất silic ph©n huỷ Dissolved Silica
635 hu­ h¹i damage to perssons and property
636 Hu­íng dÉn b»ng v¨n b¶n instruction to be in writting
637 huû bá reverse
638 Huy ®éng qu©n mobilization
639 Kªnh dÉn dßng Diversion Channel
640 Kªnh t­íi tiªu Irrigation cannals
641 kÐo dµI ra bªn ngoµi Extent outward
642 Kh¸ng l¹i xung kÝch Withstand without visible spring
643 Kh« vµ nøt Dry out and Crack
Kh«ng ®­îc lç chç, chÌn or thñng Whithout Tearing, shoving or gouging
644 hçn hîp the mixture
645 Kh«ng bªn nµo ngo¹i trõ No party other than
646 Kh«ng chÞu tr¸ch nhiÖm to be undÎ no liability
kh«ng chÞu tr¸ch nhiÖm ph¸p lý damages or compensation payable at
647 vÒ st law in ---
648 Kh«ng g©y ¸ch t¾c giao th«ng not to cause excessive delay to traffic
649 kh«ng gi¶m nhÑ not to relieve
Kh«ng khuyÕn khÝch use The use of very high cement content is
650 cement cã hµm l­îng cao. depreciated
651 tho¸t hÕt Entrapped air
652 kh«ng ph¶i lµ tiªu chuÈn VN non - Vietnamese standard
653 kh«ng tu©n thñ failure to comply
654 Kh¶ n¨ng ch¹y lïi lash
655 Kh¶ n¨ng chÞu lùc Bearing capacity
656 Kh¶ n¨ng t¹o hçn hîp ®Òu mixture
657 Kh¶ thi Feasibility
658 (GPS) Primary Control Survey
659 Kh¶o s¸t ®Þa chÊt soil survey
660 Kh¶o s¸t ®Þa chÊt Siol Investigation

16. 661 Kh¶o s¸t viªn surveyor
662 kh¼ng ®Þnh, x¸c nhËn confirm
663 Khãa ®ång hå Time lock
Khæ giíi h¹n chiÒu ®øng vµ
664 chiÒu ngang Vertical & Horizontal clearance
665 Khai th¸c / Bơm c¸t To Quarry / Pump
666 Khe co gãt c­a Sawn constration joint
667 Khe co gi·n ngang Transverse Expansion Joint
668 Khe co ngãt d®Þnh h×nh ngang Transverse formed contracs joint
669 Khe co ngãt d¶I ngang Transverse strip contrac joint
670 Khe co ngãt ngang Transverse contraction joint
671 Khe nèi Joint Box
672 Khëi c«ng c«ng tr×nh Commencement of Works
673 Khèi l­îng % lät sµng Mass percent passing
674 Khèi l­îng dù kiÕn estimated quantities
675 khèi l­îng dù tÝnh estimated quantities
676 KhÊu hao depreciation
Khi ®­îc kü s­ chÊp nhËn th×
nhµ thÇu míi ®­îc chuyÓn giao contractor may bypass traffic over a
677 th«ng sang ®­êng tr¸nh detour
678 khiÕu n¹i claim
679 Kho¸ däc mèi nèi thi c«ng A key way along the construction joint
680 kho¶n dù phßng provisional sums
Kho¶n phÝ kh«ng hoµn l¹i b»ng cash payment of a non-refundable fee
681 tiÒn mÆt of-----
682 kho¶n t¹m tÝnh provisional sums
683 Kho¶ng c¸ch c¸c cÇn g¹t The Clearance of Blades
684 nhau Length of Overlap In the Join
Kho¶ng c¸ch tèi thiÓu / Kho¶ng
685 c¸ch sai lÖch Minimum Interval / Variable Interval
686 Khoan Drill
687 Khoan læi Core drill
688 Khoan thñy häc Jetting
689 Khoong bãn côc Free From Lumps
690 Khử tÝnh kiềm Reduction in Alkalinity
691 Khu vôc cÇn ph¶I lÊp In Ereas of Fill
692 Khu vùc / Vïng ®· x¸c ®Þnh Localized area
693 Khu vùc bªn c¹nh, gÇn immediate area
694 Khu vùc bÞ rç tæ ong Minor areas of honeycomb
695 khu vùc c«ng tr×nh working area
696 khu vùc c«ng tr­êng work site
khu vùc dµnh cho ®­êng tr¸nh,
697 thiÕt bÞ vµ c¸c c«ng tr×nh kh¸c site for detour, plant and other uses
698 Khu vùc tròng Depress Area
699 Khu«n Mould
700 Khu«n bªn tÜnh Stationary Side Form
701 Khu«n s­ên Side form
702 Khu«n vµ th­íc th¼ng Templates And Straightedges
703 KhuÊy trén cèt liªu liªn tôc Continuosly Agitate the Aggregates
704 KÌ b¶o vÖ vµ b¶o vÖ lßng s«ng revetment and river bed protection

17. 705 Kiểm tra khớp nhau Interlocking control
706 KÌm theo st bound with st
707 KÏm, tr¸ng kÏm, m¹ kÏm Zinc
708 KiÓm chøng verification
709 KiÓm tra bÒ mÆt Sureface test
710 KiÓm tra s¬ bé Preliminary examination
711 kiÖn tông proceeding
KÕ ho¹ch ®iÒu khiÓn giao th«ng
712 t¹m thêi temporary traffic control plan
713 KÕ ho¹ch an toµn thi c«ng project safety plan
714 KÕ ho¹ch giao nhËn vËt liÖu Material delivery schedule
715 kÕ ho¹ch huy ®éng nh©n lùc Labor master schedule
716 KÕ ho¹ch thanh to¸n t¹m thêi payments
717 KÕ ho¹ch thanh to¸n t¹m thêi Provisional payment schedule
718 KÕ ho¹ch thêi gian thi c«ng construction time schedule
719 KÕt cÊu bª t«ng Concrete Structure
720 KÕt cÊu bª t«ng dù øng lùc Prestressed Concrete Structure
721 KÕt cÊu èng më ba chiÒu Structure
722 KÕt cÊu mÆt ®­êng Pavement
723 KÕt cÊu mÆt ®­êng Pavement Structure
724 KÕt cÊu mÆt ®­êng cøng Rigid pavement
725 thiÖn Pavemetn and finishing work
726 phÇn trªn Substructure / Superstructure
727 KÕt thóc hîp ®ång determination
728 Kü s­ bª t«ng dù øng lùc Concrete pre-stressed engineer
729 kü s­ hiÖn tr­êng site engineer
Kü s­ kÕ ho¹ch (gi¸m ®èc phô
730 tr¸ch kü thuËt) Planning Engineer (Technical Manager)
731 Kü s­ nÒn mãng (®ãng cäc) Foundation/Piling engineer
732 kü s­ ph¶i hµnh ®éng v« t­ engineer to act impartially
733 Kü s­ qu¶n lý chÊt l­îng Quality control engineer
734 Kü s­ vËt liÖu Material Engineer
735 kü thuËt viªn bª t«ng dù øng lùc PC technician
736 Ký t¾t initialed
737 KÝch th­íc Dimention
738 kÝch th­íc bªn trong Interior Dimension
739 KÝch th­íc kÕt cÊu Structural Dimension
740 KÝch th­íc mÆt c¾t ngang Pile cross-section Demention
741 KÝch th­íc sµng Sieve size
742 L¸ng mÆt To be screened
743 L¸t b»ng ®¸ x©y v÷a Lines with mortared stone work
744 Lµm chËm l¹i Retard
745 lµm h¹i ®Õn ng­êi vµ cña damage to persons and property
746 lµm lo¹n commotion
747 Lµm s¹ch To be Splonged
748 Lµm s¹ch kh«ng dÝnh ®Êt xèp Be cleaned all loose material
749 Lµm s¹ch vµ thu rän c¸c r·nh n­íc Clean and Trim all such Drainage Ditch
750 Lµm suy yÕu,gi¶m sót Impair (v)
751 cè Consodilation

18. 752 Lµm thµnh bËc In Echelon
lµm viÖc trªn nh÷ng khu vùc cã
753 dßng ch¶y cã giao th«ng ®i l¹i working in navigable waters
754 Lµn xe ®æi tèc ®é Speed change lanes
755 Lµn xe phô Auxiliary lanes
756 Lµn xe t¨ng tèc vµ gi¶m tèc Deceleration and Acceleration lanes
757 L¾p ®iÖn, ®Ìn chiÕu s¸ng, Electrical/Lighting Installation
758 Lâi Core
759 Låi/lâm Crest/Sag
760 Lång s¾t Re-bar cage
761 lao ®éng cã tay nghÒ cao skilled labor
762 lao ®éng hç trî viÖc kh¶o s¸t surveyor laborers
763 lao l¾p Erection
764 Lèi ®i Passage
765 Lêi tùa Preamble to st
766 LËp b¶n vÏ hoµn c«ng as-built drawings
767 LËp b¶n vÏ thi c«ng working drawing
768 LËp dù to¸n ®¬n thÇu Base Bid Estimates
769 thu Acception Sampling and Testing
770 Liªn quan ®Õn associated with
771 liªn quan ®Õn in respect of
772 L­ìi c­a kim c­ong ®­îc lµm l¹nh blade
773 cÊu Mat of steel fabric reinforcement
774 Líp ®¸y ¸o ®­êng Subgate
775 Líp ®Öm Binder
776 êng Surface Course / Pavement structure
777 Líp chèng thÊm Seal Coat
778 Líp d®¸y ¸o ®­êng Subgrate
779 Líp dÝnh b¸m Bituminous Tack coat
780 Líp dÝnh b¸m Tack coat
781 Líp mãng / líp mãng d­íi Base / Subbase
782 Líp mãng trªn sö lý b»ng asphalt Asphalt treated base course
783 líp nhùa lãt Bituminous prime coat
784 Líp nhùa lãt / Líp dÝnh b¸m Prime coat / Tack coat
785 LÔ héi vµ t«n gi¸o festivals and religious customs
786 Lỗ khoan Drilling Hole
787 lỗ khoan Drilling Hole
788 Lo¹i trô t­êng ®Æc Solid wall-type piers
789 F Vibrating twin beam compactor
790 Lo¹i dÖt / Sîi polyme kh«ng dÖt Woven / A non woven Polyester fabric
791 Lo¹i khe h×nh thµnh däc The longitudinal Formed joint
792 Lo¹i kÌn trumpet vµ lo¹i hoa thÞ Trumpet/Clover leaf Type
793 Lo¹i mè t­êng c¸nh hÉng Cantilever wall-type Abutment
794 Lo¹i Sµng Sieve Designal
795 Lo¹i vá bäc dÇu Oil jacket type
796 LÖch Deviate (V)
797 Lón d­íi nÒn ®­êng ®¾p Below new Embankment
798 lÖnh thay ®æi change order
799 Lß ®øng/cao Blast furnace

19. 800 Lßng ®­êng / Hµnh lang ®­êng Roadbed / Road way
801 LÞch sö kiÖn tông the litigation status
802 L­u l­îng giao th«ng Traffic Volume
803 L­u l­îng giao th«ng ngµy Daily traffic volume
804 tÝnh Runoff Discharge Calculator Sheet
805 l­u tr÷ tµi liªu râ rµng marked - up record of document
Lu«n ph¶i cã sù cho phÐp cña always subject to the authorization of
806 kü s­ the engineer
807 Lùc däc Longitudinal Force
808 Lùc l¾c ngang Shacking Force
809 Lùc ly t©m Centrifugal Force
810 Lùc t¸c ®éng Due Forces
811 Lùc t¸c ®éng trªn khu«n Moulding Load of ..
812 Lùc va tÇu Ship collipsion force
813 Lùc xung kÝch Impact
814 LuËt law
815 M¸I dèc Steep slope
816 M¸I dèc nÒn ®­êng Embankment slope
817 M¸I dèc nÒn ®­êng Slope Gradient
818 M¸y ®Çm Vibtator
819 M¸y ®Çm lo¹i nhá Small Conpactor
820 M¸y ®o cè ®Þnh Permanent gauge
821 M¸y ®Õm mÎ c¬ khÝ A Mechanical Batch Couter
822 M¸y ®un nhùa Bitument Heater
823 m¸y b¬m dump
824 phßng Stand -by mobile concrete pump
825 M¸y b¬m hót c¸t Pumping Machines
826 M¸y cÊp cèt liÖu cho m¸y sÊy Feeder for Drier
827 M¸y dÇm Mechanical Rammer
828 ngang The transverse finishing machine
829 m¸y kinh vÜ theodolite
830 M¸y lu Rung Vibrating Roller
831 M¸y nghiền đ¸ Stone Crusher
832 M¸y r¶i Paver
833 M¸y r¶I cèt liÖu Aggregate Spreader
834 Asphalt course
835 M¸y r¶I nhùa Bitument Distributor
836 M¸y r¶I nhùa ®­êng Bituminous paver
837 M¸y r¶I vµ m¸y hoµn thiÖn Speading and finshing Machine
838 M¸y sµng Screen
839 M¸y trén Plant - Mix
840 M¸y trén liªn tôc Continuos Mixing Plant
841 M¸y trén tõng mÎ Batch Mixing Plant
842 M¸y xoa c¬ khÝ Machenical fload
843 m« t¶ b»ng lêi narrative description
m« t¶ h¹ng môc thanh to¸n giao
844 thÇu phô descriotion of pay items to be sublet
845 M©u ®Çm thÝ nghÞªm Laboratory Compacted Specimens
846 M©u bª t«ng Sampling of concrete

20. 847 M­¬ng, hµo r·nh Ditch
848 M¶nh Strip
849 M¶nh ®óc s½n Premoulded Strip
850 M¾t sµng sieve designation (mm)
851 M¹ng cèt thÐp, (v) Khíp nhau Mesh
852 M¹ng l­íi ®­êng s¾t Railway Network
853 MÆt ®­êng bª t«ng Cocrete pavement
854 MÆt ®­êng bª t«ng Concrete pavement
855 MÆt ®­êng hiÖn t¹i ®· h­ háng Damaged existing Pavement
856 MÆt ®­êng nhùa Bituminous Pavement
MÆt ®­êng vµ c¸c kÕt cÊu kh¸c
857 cña mÆt ®­êng Pavement and its appurternances
858 MÆt ®øng elevation
859 MÆt b»ng xung yÕu Planes of weakness
860 MÆt c¾t cÇu c¹n Profile of Viaduct
861 mÆt c¾t ngang cross-sectional profile
862 MÆt c¾t ngang Cross section
863 MÆt c¾t ngang /MÆt c¾t däc Cross section /Profile
864 MÆt ph¼ng Level Surface
865 Mãng cäc Piles Foundation
866 sau to bare the following identification
867 Mãng tiªu chuÈn Statisfactory Foundation
868 Mẫu nguyen dạng Undisturb Samples
869 Më thÇu vµ xÐt thÇu Bid openning and Evaluation
870 Mèi nèi Joint
871 Mèi nèi däc Longitudinal Joint
872 Mèi nèi ngang Transverse Joint
873 Mèi nèi x©y dùng ngang Transverse construction joint
®­îc c¸c bªn liªn danh tham gia a copy of the agreement entered into
874 ký kÕt by the joint venture partners
yªu cÇu c¨n b¶n lµ 1 hå s¬ tu©n
thñ tÊt c¶ c¸c ®iÒu kho¶n, ®iÒu a substantially responsive bid is one
kiÖn, vµ chØ dÉn kü thuËt cña which conform to all the terms,
hå s¬ mêi thÇu mµ kh«ng cã sai conditions and specifications of the
lÑch lín hoÆc ®iÒu kiÖn h¹n chÕ bidding documents without materials
875 nµo deviaton or reservation.
876 mÊt hiÖu lùc (hîp ®ång) frustration
Mét líp mãng b»ng vËt liÖu ®¾p Bedding layer of granular backfill
877 cÊp phèi Material
878 Mét sè thiÕt bÞ ch«n s½n Pre-embeded device
879 mÊt trËt tù disorder
880 ngang an irrevocable letter of credit
881 Méu h×nh trô Cylinder
882 MÉu h­íng dÉn guide form
883 MÉu tr×nh nép hå s¬ dù thÇu Bid submission form
884 Minh ho¹ d­íi d¹ng biÓu ®å schematic illustration
miÔn trõ viÖc chuyÓn quyÒn ®ßi
885 båi th­êng waiver of subrogaton
886 MiÕng chÌn bª t«ng Plugs of concrete
887 miÖng thïng cÊp liÖu Feeding Oirifice

21. 888 MiÕng, tÊm, thanh, phiÕn Slap
889 Mỏ c¸t Sand Pit
890 Møc ®é chªnh lÖch Variation
891 MÒm / ¦ít Soft / Mucky
892 mua/ký H§ b¶o hiÓm insure
893 Mùc kh«ng xo¸ ®­îc in indelible ink
894 Muéi Soot
895 Mui ch¾n Dust Hood
896 N¨ng lùc th«ng hµnh traffic capacity
897 N¨ng lùc th«ng hµnh Traffic Capacity
898 N»m d­íi cao ®é èng trßn bed
899 N¾p b»ng miÕng tÊm kim lo¹i A loose sheet metal cover
900 Nèi vµo Entrance
901 s¹ch Joint, Triming Edges & Clean-up
902 Nèi, ghÐp /Hµn/§ãng cäc Weld / Splice/Drive
903 Ng¨n kh«ng cho n­íc vµo Nearly water -tight as practicable
904 B¶n Cooperation
905 Ngµy bµn giao t¹m thêi the provisional hand-over
906 Ngµy c«ng daywork
907 ngµy lÞch liªn tiÕp consecutive calendar days
908 kü thuËt Engineering Study / Design
909 NghiÒn / Sµng Crush / Screen
NghØ phÐp hµng n¨m /ngµy
910 nghØ phÐp Annual leave / Day's leave
911 NghÞ ®Þnh decrees
912 nghÜa vô chung general obligation
913 NghÜa vô chung mutual obligation
914 Nguån tµi trî Source of Funds
915 Nh­ 1 phÇn cña hå s¬ dù thÇu at the bidder's option
916 Nh­ quy ®Þnh trong ®iÒu Aspecified in Clause
917 Nh¸nh lªn vµ nh¸nh xuèng On - ramp and Off - ramp way
918 Nh»m lµm g× to be subject to do st
919 sung further drawings and instruction
920 nh÷ng lêi b×nh luËn thÝch ®¸ng pertinent comments
Nh÷ng tµi liÖu bao gåm trong hå
921 s¬ dù thÇu Documents comprising the bid
922 nh÷ng thay ®æi variations
923 Nh©n c«ng labour
924 Nh©n viªn kh¶o s¸t khèi l­îng Quantity surveyor
925 Nh©n viªn phô tr¸ch an toµn Safety official/officer
926 Nhµ ®Êu thÇu hîp lÖ Eligible bidders
927 nhµ c©n weigh - house
928 Nhµ che ®­îc m­a n¾ng Wheatherproof Buiding
929 Nhµ chung c­ tenement
930 Nhµ thÇu Bidder/Contractor
931 Nhµ thÇu Contractor
932 êng take-over of site by contractor

22. viÖc cña m×nh sao cho Ýt g©y operations as to offer the least
c¶n trë, bÊt tiÖn vµ t¾c nghÏn possible obstruction, inconvenience,
933 giao th«ng and delay to traffic
934 Nh­îng hîp ®ång vµ thÇu phô assignment and subcontracting
935 NhiÖm vô ®­îc giao duties rendered
936 NhiÖt ®ä hçn hîp trong thïng Tank
NhiÖt ®é hçn hîp bª t«ng nhùa The Temperature of the Mix leaving the
937 khi ra khái m¸y trén Mizer
938 NhiÒu ®o¹n èng ng¾n Muntiple Sputs
939 NhÞp / Trô / Mè /Cäc cÇu Spans / Piers /Abutments/ Pile
940 N­íc ch¶y tù do trªn bÒ mÆt Surface water run-off
941 N­íc ngÇm Ground water
942 N­íc thõa Excess water
943 N­íc t­íi tiªu Irrigation Flow
944 NÒn ®­êng Embankment
945 NÒn ®Êt yÕu Soft Soil layer
Nón cè kÕt vµ æn ®Þnh nÒn ®­ Consolidation Settlement and Ground
946 êng Stablity Of Embankment
947 Nót giao b»ng vµ nót giao v­ît Grate and Elevated type
948 møc Interchange
hµnh ph¶i b»ng víi n¨ng lùc ban be of the same trffic capacity as the
949 ®Çu original one
950 øng só©t ®¬n vÞ Unit stress
951 øng suÊt bª t«ng Concrete Stresses
952 øng suÊt/Dù øng lùc Stress/Ptrestres
953 ph¸ bá to full down
954 Ph¸ dì Demolition
955 Ph¸t hµnh hå s¬ mêi thÇu Issue of bid documents
956 Ph¸t hµnh h­íng dÉn insuance of instruction
957 Ph¸t sinh ngoµi VN arising outside VN
958 Ph©Çn ®Þa chÊt máng Thin Strata
959 Ph©n ®o¹n ®Þa chÊt Division Model
960 Ph©n b­íc / Ph©n lo¹i Stepped / Serrated 0
961 Ph©n lo¹i ®­êng cao tèc Classification of Expressway
962 Ph©n tÇng / Trén Separate / Blend
963 Ph©n xe ch¹y Carriage way
964 Ph­¬ng ¸n ®Ò xuÊt Proposal Method
965 Ph­¬ng ¸n ®Ò xuÊt cña nhµ thÇu Alternative proposal by bidders
966 Ph­¬ng ph¸p ®iÓm thø 3 3st point method
967 Ph­¬ng ph¸p ®óc hÉng cantilever construction
968 Ph­¬ng ph¸p b¶o vÖ thÝch hîp Adequate meas of Protect
969 Ph­¬ng ph¸p bÊc thÊm Plastic board drain mehtod
970 Ph­¬ng ph¸p c¬ häc Machenical method
Ph­¬ng ph¸p gia t¶I tr­íc hoÆc Pre-Loading Method or Surcharge
971 ph­¬ng ph¸p ®¾p thªm Method
972 Ph­¬ng ph¸p hå quang Arc method
973 ®øng Vertical Drain Method
974 Ph­¬ng ph¸p tÜnh häc Static Method
975 Ph­¬ng tiÖn c¬ khÝ chÝnh s¸c Accurate Mechanical Means
976 Ph­¬ng tiÖn vËn chuyÓn Hauling Equitment

23. 977 Ph¶I ®­îc tr¸ng máng To be thinly coated
Ph¶i tu©n thñ ®Çy ®ñ nh÷ng yªu to comply with the following
978 cÇu sau requirements
979 ph¶n ®èi chØ ®Þnh objection to nomination
980 ph¶n ®èi nh©n viªn objection to employee
981 Ph¹m vi Extent
982 Ph¹m vi ®Êu thÇu Scope of bid
983 ph¹m vi chiÕm dông ROW
984 ph¹m vi cña hîp ®ång extent of contract
985 PhÇn ®­êng cho xe th« s¬ Space for bicycle users
986 PhÇn ®­êng nh¸nh nèi rÏ Rampway
987 PhÇn chÝnh pertinent parts
PhÇn xe ch¹y / mÆt ®­êng cho
988 xe xh¹y xuèt Traveled way / Through Pavement
989 PhÇn xe ch¹y bªn ngoµi Outer carriage way
990 PhÇn xe ch¹y bªn trong Inner carriage way
991 Phèi hîp nghiªn cøu Cooperate in the Study
992 Phï hîp víi In compliance with
993 Phï hîp víi In Conformily with
994 Phï hîp víi yªu cÇu Comform to the Requitment
995 Phô gia rót n­íc Water reducing Agent
996 Phô lôc Addenda
997 Phô lôc (kÌm theo kho¶n II) addenda (in accordance with clause II)
998 Phô lôc ®¬n thÇu Appendix to the bid
999 PhÕ th¶i Displaced Material
0 Phô tïng spare parts
1001 Phôc vô cho viÖc tho¸t n­íc For the Discharge of Runoff Water
2 Phôt v÷a Grout (v)
3 Phßng thÝ nghiªm hiÖn tr­êng Field Laboratory
4 Phu­¬ng tiÖn sµng thÝ nghÞªm Mean of Laboratory Sieve
5 Phun nhùa ®­êng Bituminous Spray
6 phÝ tæn charges
1007 Qu¶ bóa Drive head
8 quan hÖ theo hîp ®ång thÇu phô subcontractual relation
100 QuÐt nhÑ b»ng bª t«ng nhùa ®­ Lightly brushed with hot asphalt
9 êng nãng cement
1010 Quy ®Þnh provision
1011 Quy ®Þnh regulation
1012 quyÒn h¹n cña kü s­ authority of the engineer
1013 QuyÒn h¹n vµ nghÜa vô authority and duties
1014 quyÒn hoa lîi usufruct
1015 quyÒn s¸ng chÕ patent right
quyÒn sö dông hiÖn tr­êng cña
1016 nhµ thÇu procession of site by contractor
1017 Rµ so¸t, xem xÐt Review
1018 R¶I / Cµo / miÕt / §Çm Spread / Rake / Lute / Compaction
1019 R¶I b»ng tay Hand spreading
0 R¶I líp mãng trªn Placing of Base Course
1021 R¶I nhùa ®­êng Applical of bituminous material

24. 2 R¶I phñ lªn vµ söa l¹i Overlay and Regulating
3 R¶I theo c¸c líp ®ång ®Òu Place in Uniform layers
4 R¶I vËt liÖu thÊm Applical of Blotter
5 r·nh ditch
6 R·nh bª t«ng h×nh ch÷ U Concrete U -Ditch
1027 R·nh biªn / R·nh ngang Site / Interception Ditch
8 R·nh h×nh mãc Hook shape ditch
9 nhuém Drain
0 R·nh thu vµ tho¸t n­íc Inlet and Outlet Ditch
1031 R·nh xoi Groove
2 R·nh xoi ®Þnh h×nh Formed groove
3 Ranh giíi Boundary
4 Ranh giíi vµ cao ®é lines and grades
5 rñi ro risks
6 rñi ro lo¹i trõ excepted risks
1037 RØ láng or sÖt Loose or thick rust
8s Tar-Epoxy resin Paint
9 S¸c xuÊt Probability
0 êng site staff organisation chart
1041 S¬ ®å tæ chøc hiÖn tr­êng site organisation
2 chèt Relervant Biodata of key personel
3 S¬n bôi kÏm chèng ¨n mßn Zinc dust anticorrosive paint
4 S¬n ch× ®á chèng ¨n mßn red-lead anticorrossive paint
5 S¬n ch× chèng ¨n mßn Suboxide lead suboxide anticorrosive paint
6 mßn Lead Cyanamide anticorrosive Paint
1047 mßn paint
104 S¬n chèng ¨n mßn dïng cho môc
8 ®Ých th«ng th­êng anticorrosive paint for general use
9 mßn paint
0 S¬n kÏm Cromat chèng ¨n mßn Zinc chromate anticorrosive paint
1051 S¬n lãt chèng ¨n mßn Etching Primer
2 S¬n nh«m aluminium paint
3 S¬n trén s½n ready mixed paint
4 s¶n suÊt bª t«ng concrete manufacturing
5 s½n precast concrete unit production
6 cÊp To be sized, Uniformly Graded
1057 s¾c lÖnh ordinances
8 Sai lÖch variation
9 sai sãt cña nhµ thÇu default of contractor
0 Sai sãt to¸n häc arithmetic errors
1061 San Strike - off
2 Sao cho In such manner that
3 Sau ®©y ®­îc gäi t¾t lµ JBIC Hereinafter referred to as JBIC
4 Sau khi c©n nh¾c kü, on balance
5 SÐ th«ng b¸o chÝnh thøc will romally notify
6 SÐc b¶o chi certified check
1067 SÐt pha c¸t / SÐt pha bïn Sandy Clay / Silty Clay
8 thÇu phô pay items numbers to be sublet
9 Sè liÖu ®ia chÊt Soil Data

25. 1070 Sè liÖu chÝnh x¸c vµ ®¸ng tin cËy Accurate and reliable recorded Data
1071 Sè n¨m c«ng t¸c years of service
1072 Sè n¨m kinh nghiÖm vÒ years of experience in
1073 Sè tham chiÕu cña Hå s¬ thÇu bid reference number
1074 phÝ--- of---
1075 SÏ bÞ lo¹i will be disqualified
1076 Siªu cao Super Elevation
1077 Siªu cao Super-elevation
1078 siªu tr­êng siªu träng level
1079 siªu tr­êng siªu träng extraordinary traffic
0 Sîi chØ Yarn
1081 Sñi bät Foam (v)
2 Sô ch¸y nhá giät Dripping
3 Số liệu lỗ khoan Drill Log
4 So s¸nh s¬ bé Rough Comparison
5 Söa Amendment
6 söa ®æi alterations
1087 Söa ch÷a bÒ mÆt Surface correction
8 st ph¸t hµnh c«ng khai cho st to be open to sb
108 sù c¶n trë giao th«ng vµ c¸c interference with traffic and adjoining
9 c«ng tr×nh liªn kÕt properties
0 sù cè contingencies
1091 Sù chia t¸ch c¸c vËt liÖu Segregation of the material
109 Sù di chuyÓn >< Sù trë l¹i vi trÝ
2 ban ®Çu Removal >< Replacement
109 Sự đồng bộ hãa ống dẫn cốt liệu vµ Synchronization of Aggregate Feed
3 ống dẫn vật liệu nh­a ®­êng and Bitumious Materail Feed
4 Sù kh¸c biÖt discrepancy
5 Sù liªn kÕt Bond
6 Sù t¸ch biÖt cña bª t«ng ®· trén Segregation of the mix ture concrete
1097 Sù thiÕu hôt Dificiency
8 sù tu©n thñ observance
9 Sù tu©n thñ Compliance
1100 nÒn ®Êt Improve the Sub-soil Stability
1101 T¸c ®éng ng­îc l¹i adverse impact
1102 T«n l­în sãng m¹ kÏm Zinc Coated Corrugrated Iron
1103 T«n mói Corrugrated Iron
1104 T×nh tr¹ng c«ng viÖc Status of work
1105 T×nh tr¹ng sù viÖc Status of incident
1106 tµi liÖu bµn giao t¹m thêi provisional hand-over process-verbal
1107 Tµi liÖu chung General documents
1108 Tµi liÖu diÔn gi¶i chung documents mutually explanatory
1109 Tµi liÖu gi¸ pricing document
1110 Tµi liÖu thÇu Bid documents
1111 t¶i träng ®Æc biÖt special loads
1112 T¶I träng bÊt biÕn Constant load
1113 T¶I träng trôc ®¬n Single axle load
1114 T¶I träng/ TÜnh t¶I / Ho¹t t¶i Load/ Dead Load/ Live load
1115 T¾c nghÏn giao th«ng Traffic Congestion

26. 1116 T¹i trô P25 at pier P25
1117 T¹o gê Edging
1118 T¹o líp mµng máng Liquid Membrane Forming
1119 T¹o th©nh mét thÓ thèng nhÊt construct to form 1 unit
1120 Taä khu«n / B¶o d­ìng Shape / Maintain
1121 Tæ hîp chuyÓn t¶i Load transfer assembly
1122 Tæ hîp t¶I träng Combination of load
1123 Tæng gi¸ trÞ bá thÇu bid sum
1124 Tæng danh môc thiÕt bÞ Master list of equipment
1125 Tæng danh môc thiÕt bÞ Master list of equipment
Tæng gi¸ trÞ thùc cña c¸c chøng Net sum of all previous monthly
1126 chØ hµng th¸ng tr­íc ®©y certificates
1127 c«ng labor master schedule
Tæng sè tiÒn nµy sÏ ®­îc thanh payment of this sum will be made in
1128 to¸n theo tû lÖ nh­ sau installments, as follows
1129 Tæng tiÕn ®é thi c«ng Pveral Construction schedule
tai n¹n hay tæn th­¬ng ®èi víi ng­
1130 êi lao ®éng accident or injury to workmen
1131 Tay cÇm ngang Evener Arm
1132 tay nghÒ c«ng nh©n workmanship
1133 TÇm nh×n h·m xe Stoping sign distance
1134 ìng Subsoil
1135 Tèc ®é thoat n­íc Water discharge capacity
1136 Tèc ®é tiÕn Forward Speed
1137 TÊm giÊy x©y dùng Sheet of buiding paper
1138 TÊm mµng chèng thÊm Slip Sheet Memberane
1139 TÊm mµng chèng thÊm Slip Sheet Membrane
1140 TÊm ng¨n trung gian Intermediate bulkhead
1141 TÊm v¶I ®Þa kü thuËt Goe-Textile Sheet
1142 TÊm v¶I nhùa, v¶I dÇu Tarpaulin(n)
1143 T­êng ®Çu Parapets
1144 T­êng ®Çu Headwall
1145 T­êng bªn, t­êng c¸nh Wing walls
1146 T­êng ch¾n Retaining Wall
1147 T­êng ch¾n bª t«ng Concrete retaining walls
TÊt c¶ c¸c b¶n ®Ò co ý nghÜa All copies pocess equal legal satus and
1148 ph¸p lý vµ gi¸ trÞ nh­ nhau strength
tÊt c¶ c¸c tay nghÒ ph¶i ë tr×nh all workmanshep shall be the best of
1149 ®é tèt nhÊt its particular kind
1150 Th­ cam kÕt hç trî tµi chÝnh support
1151 Th­ chÊp thuËn Letter of Acceptance
1152 Th­ mêi thÇu Invitation for bid
1153 Th­ mêi thÇu Invitations for Bids
1154 Th­ tÝn dông dù phßng standby letter of credit
1155 th­ yªu cÇu thanh to¸n cuèi cïng application for final payment
Th¨m hiÖn tr­êng tr­íc héi nghÞ
1156 tiÒn ®Êu thÇu site visit prior to the pre-bid meeting
1157 Th¸o ®æ bª t«ng Discharge of concrete
1158 Th¸o dì v¸n khu«n Removal of form
1159 th¸o n­íc, tho¸t n­íc to remove water

27. 1160 Th«ng b¸o khëi c«ng notice to proceed
1161 th«ng b¸o khëi c«ng notice to proceed
1162 th«ng b¸o trao thÇu notice of award
Th«ng qua c¬ quan thùc hiÖn cã through thier authorized executing
1163 thÈm quyÒn lµ agency referred to as---
1164 Th«ng tin bæ sung supplementary information
1165 th«ng tin kh«ng ®­îc tiÕt lé information not to be divulged
1166 Th«ng tin vÒ nh©n sù cao cÊp senior staff information
1167 Th«ng xe Traffic opening
1168 thµnh phÇn cÊp phèi mix proportion
1169 Thµnh PhÇn cèt liÖu Aggregate Fraction
1170 Thµnh phÇn cÊu t¹o vËt liÖu The Constituent Material
1171 Thµnh phÇn hçn hîp Composition of Mixture
1172 Thµnh phÇn hçn hîp Constituents of the mix
1173 Th¹ch cao gypsum
1174 thaÇu phô nh­îng hîp ®ång assignment by subcontractor
1175 Tham chiÕu ng©n hµng bank reference
1176 Tham kh¶o hå s¬ mêi thÇu bidding document reference
1177 Thanh ®Çm Bean
1178 Thanh g¹t Straightedge Runner
1179 Thanh gi»ng Tie bar
1180 Thanh gi»ng thÐp biÕn d¹ng Deformed steel tie bar
1181 Thanh ngang ®Òu nhau Equalizing Runner
1182 ®éng Osilating type transverse screed
1183 thanh to¸n t¹m øng advance payment
1184 thanh to¸n t¹m thêi interim payment
1185 thay ®æi to vary
1186 ThÇu phô Sub-contracting
1187 thÇu phô chØ ®Þnh nominated subcontractors
1188 ThÇu phô dù kiÕn proposed sub-contractor
1189 ThÇu phô dù kiÕn proposed subcontractor
1190 thÐp ®óc h×nh cÇu cã graphÝt spheroidal graphite iron castings
1191 chung rolled steel for general structures
1192 ThÐp dù øng lùc prestressing steel
ThÐp èng c¸cbon vu«ng dïng cho carbon steel square pipes for general
1193 môc ®Ých kÕt cÊu chung structures purposes
ThÐp èng cacbon dïng cho èng
1194 dÉn th«ng th­êng carbon steel pipes for ordinary piping
ThÐp èng cacbon dïng cho môc carbon steel tubes for general
1195 ®Ých kÕt cÊu chung structures purposes
1196 ThÐp gia cè Reinforcing steel
1197 t¹m thêi structural steel for temporary work
1198 ThÐp ray Rail steel
1199 thêi gian b¶o hµnh period of warranty
120 Thêi gian cao ®iÓm cña c¸c peak period for the traffic movement
0 luång xe xÐt ®Õn under considerarion
1201 Thêi gian chê Holding Time
2 chËm trÔ commencement time and delays
3 dù thÇu Bid validity

28. 4 Thêi h¹n chÝnh key dates
5 Thêi h¹n cô thÓ nµo ®ã for the specified additional period
6 ThÊm Penetrate
1207 ®ång the contract
8 Theo chÝnh s¸ch nµy JBIC sÏ In persuance of this policy, JBIC;
9 Theo khèi By mass
1210 Theo quy ®Þnh d­íi ®©y In The Manner Specified Below
1211 theo sù lùa chän cña at one's opinion
1212 Theo tr×nh tù thêi gian ng­îc in reverse chronological order
ThÊy tr­íc, biÕt tr­íc, ®o¸n tr­íc,
1213 l­êng tr­íc anticipate
1214 thî ®iÖn electrician
1215 Thi c«ng Set out
1216 Thi c«ng ®¹i trµ Mass- constructed
1217 Thi c«ng b¶o vÖ lßng s«ng riverbed protection construction
1218 Thi c«ng cäc cho trô P25 piing for P25
1219 Thi c«ng cäc, ®­êng kÝnh 2,0 pile constructon, 2,0m dia
0 Thi c«ng khu«n Constructure of form
1221 Thi c«ng kÌ b¶o vÖ bê s«ng Dyke revetment Contruction
2 Thi c«ng kÕt cÊu phÇn trªn superstructure construction
122 Thi c«ng mãng cäc bª t«ng ®óc Pre-cast concrete piling for the
3 s½n khu vùc ®µI cäc thang m¸y elevator pile cap
4 thî c¬ khÝ mechanic
5 thî c¶, qu¶n ®èc, ®èc c«ng foreman
6 Thî chôp ¶nh cã kü n¨ng a competent photographer
1227 Thi nghiệm chống mài mòn Abration Resistance Test
8 Thî vËn hµnh thiÕt bÞ equipment operator
9 Th­íc g¹t Scraping straight-edge
0 th­íc th¼ng straightedge
1231 Th­íc thÐp steel measuring
2 ThiÐt bÞ kiÓm so¸t thêi gian trén Control of Mixing time
3 Thïng / T¶I träng Bucket / Load
4 Thïng /Ng¨n Bin / Compatment
5 ThiÕt bÞ equipment
6 ThiÕt bÞ ®un nh­a Bituminous Mixing Plant
1237 ThiÕt bÞ c©n Plant Scale
8 ThiÕt bÞ c©n c«ng céng Public Weighing Facilities
9 thiÕt bÞ kh¶o s¸t surveying equipment
0 ThiÕt bÞ lµm ngu«i c¬ häc Equitment for Mechanical Cooking
1241 thiÕt bÞ t¸i xuÊt re-export of plant
2 ThiÕt bÞ thi c«ng construction equipment
3 ThiÕt bÞ thi c«ng construction Plan
4 ThiÕt bÞ trén nhùa Bitunios mixing plant
5 ThiÕt bÞ truyÒn t¶i Load tranfer device
6 khuÊy Non-Agitating hauling equipment
ThiÕt bÞ vËn hµnh b»ng tay Mechanically or manually operated
1247 hoÆc ®éng c¬ device
8 ThiÕt kÕ theo giai ®o¹n Stage design
9 Thñy v¨n / thñy l­c Hydrological / Hydraulic

29. 0 Thö nghiÖm ®é ®ång ®Òu Test on Conformity
1251 Thö søc nÐn vì cña bª t«ng Concrete Compressive test
2 Tho¸t n­íc d¹ng thÊm Blind Drain
3 Tho¸t n­íc ngÇm Underdrains
4 Tho¸t n­íc phÝa ®­êng Road side drain
125 Tho¸t n­íc trong ®Êt theo ph­¬ng
5 ph¸p th¼ng ®øng Vertical Soil Drain
125 Thõa nhËn 1 nhµ thÇu lµ kh«ng
6 ®ñ t­ c¸ch recognise a contractor as ineligible
1257 thµnh clearance of site on completion
8 Thu håi expropriation
9 Thùc hiÖn undertake
0 Thùc hiÖn chèng ®Êt tam thêi Intermittent Soil Support
1261 Thùc hiÖn hîp ®ång undertake the contract
126 Thùc hiÖnc«ng viÖc theo h­íng execute the work to the instruction and
2 dÉn directions of the engineer
3 thuÕ tµi nguyªn royalty
4 thuû thñ sailor
5 ThÝ nghiªm ®Þa chÊt Soil Testing
6 ThÝ nghiệm xuyªn tĩnh The Static Cone Penetration Test
1267 ThÝ nghiÖm nÐn Cempression Test
8 ThÝ nghiÖm ®o ¸p lùc ngang Lateral loading test
9 ThÝ nghiÖm nÐn tÜnh Static load test
ThÝ nghiÖm søc kh¸ng dßng
1270 ch¶y Marshall Marshall resistance to flow
1271 thÝ nghiÖm vËt liÖu test and examine
1272 ThÝ nghiÖm xuyªn tiªu chuÈn Standard Penetration Test
1273 Tỉ trọng riªng Specific Gravity Test
1274 thÇu Qualification of Bidders
1275 T­íi / lµm kh« Wet / Dry
1276 T­íi nhùa lãt /Cung cÊp /v¸ Prime(v) / Furnish / Patch
1277 Tim ®­êng Center line of the road
1278 Tim ®­êng èng Center line of the piles
1279 TiÕn ®é ngµy/giê day/hour schedule
128 The sequence of dates for carrying out
0 TiÕn ®é thêi gian ®Êu thÇu the bidding
1281 TiÕn ®é thi c«ng construction schedule
2 TiÕn ®é thi c«ng Construction Schedule
3 TiÒn gi÷ l¹i Retention money
128 TiÕn hµnh // theo chiÒu däc víi To Proceed longitudinally parallel to the
4 tim ®­êng road centre Line
5 TiÕn hµnh ®ãng cäc to set construction stakes
6 TiÒn thuª má royalties
1287 TiÕp qu¶n mÆt b»ng Possession of site
8 TiÕp sóc víi In contact with
9 Tir lÖ khèi l­îng Weight Proportioning
0 th©n trô From 7th lift up to top of pier column
1291 Tõ chèi mét hå s¬ ®Ò suÊt reject a proposal forward
129 TØ lÖ % cèt liÖu quy ®iÞnh qua The percentage of aggregate passing
2 mçi lo¹i sµng each specified sieve

30. 129 TØ lÖ % HHBT nhùa bæ sung The% of Bituminous material to be
3 trªn tæng sè cèt liÖu added on the total aggregate basic
4 träng l­îng Percentage passing by weight
5 TØ lÖ cèt yÕu Aggregate Proportioning
6 TØ lÖ mµI mßn /Natri The % of Wear /Sodium
1297 TØ lÖ ngang / tØ lÖ ®øng Hozirontal / Vertical Scale
8 TØ lÖ n­íc / xi m¨ng tèi ®a Maximum water / cement ratio
9 TØ lÖ vµ khèi l­îng mÎ Proportion & batch weights
0 TØ träng bÊt biÕn Constant Rate
1301 Toµn bé vµ tõng phÇn Complete and Paitrally
2 toµn phÇn/1 phÇn wholly/in part
130 toæng c«ng viÖc ®· h oµn thµnh
3 ®Õn nay Total of work completed to date
4 tr¸ch nhiÖm b¶o hiÓm chÐo cross liability
5 tr¸ch nhiÖm cña nhµ thÇu contractor's liability
130 tr¸ch nhiÖm ph¸p lý c¸ nh©n cña
6 c¸c viªn chøc nhµ n­íc personal liability of the public officials
1307 Tr¸i víi, t­¬ng ph¶n víi as opposed to
8 Tr¸nh qu¸ nãng côc bé To avoid overheading
9 Tr¸nh sai lÖch vÞ trÝ Avoid Disloding
1310 tr«ng nom c«ng tr×nh care of works
1311 Tr×nh ®é chuyªn m«n professional qualifications
1312 Tr×nh tù thi c«ng cäc piling construction sequence
1313 b¶n typical piers
1314 Tr×nh tù vµ bè trÝ mÆt b»ng sequence and plan
1315 tr¶ tiÒn gi÷ l¹i release of retension monies
tr¶ vµo c¸c kho¶n thanh to¸n theo
1316 hîp ®ång to payment under the contract
1317 Tr¶i asphalt líp mÆt asphalt surfacing
1318 Tr¾c däc Vertical Agliment
1319 Tr¾c däc / Tr¾c ngang Transverse / longitudinal profile
0 Tr¾c däc ®Þa chÊt Soil Profiles
1321 Tr¹m b¬m Pump station
2 Tr¹m khÝ t­îng thñy v¨n Meteorological Station
3 b¸m A proper condif of tackiness
4 Tra vßng ngoµI cña vßng ch½n Inspection of their Exterior
5 Trªn ¶nh vµ trªn phim in the print and negative
6 Trªn mÆt ®Êt The surface of the Ground
1327 Trªn mäi ph­¬ng diÖn in all respects
8 Trªn nÒn ®Êt yÕu On the soft ground
9 Träng l­îng c¶ b× Tare weight
133 Träng l­îng c¶ b× /Träng l­îng b×
0 / Träng l­îng tÞnh Gross weight /Tare weight / net Weight
1331 Träng l­îng riªng specific weight
2 Träng tµi arbitration
3 Trao hîp ®ång Award of contract
4 Trao hîp ®ång Awarding of the Contact
5 Trén lÉn, pha trén, hîp nhau Blend(v)
6 Tr­íc khi gi¶I líp trªn course

31. 1337 Tr­íc khi lµm g× Pior to ST
8 tr×nh Prior to final incorporation in the work
9 Tr­íc khi xuÊt x­ëng Before displayed for sale
134 Tr­íc ngµy hÕt h¹n thêi h¹n hiÖu prior to expiry of the original bid validity
0 lùc ban ®Çu cña hå s¬ dù thÇu period
1341 Tr­ît gi¸ Price escalation
2 trõ excluding
3 Trô cÇu Bridge piers
4 Trô chèng c¸nh dÇm Flange brace
5 Trõ khi cã c¸c quy ®Þnh kh¸c Unless otherwise provided
6 Trô l¨n / B¸nh l¨n Drive roll /whell
1347 Trô nèi cøng Integrated Piers
8 Trô nhÞp cÇu chÝnh Intermediate Piles
134 Trõ phi cã quy ®Þnh kh¸c trong Unless stated otherwise in the bidding
9 hå s¬ mêi thÇu documents
0 Trô t­êng ®Æc ®Çu h×nh bóa Solid wall Hammerhead Piers
1351 Trôc t©m Mandrel
2 TrÖch ®­êng Lu Display the lines
3 Trong bÊt kú tr­êng hîp nµo in no case
4 hîp In Due Time
135 Trong ph¹m vi thêi gian víi giíi within the time constraints given in
5 h¹n trong ®iÒu--- clause---
135 Trong suèt qu¸ tr×nh thi c«ng
6 nÒn ®­êng During Embankment Work
1357 trong tr­êng hîp in the event of
Trong tr­êng hîp cã sù kh¸c biÖt
135 gi­a c¸c b¶n hå s¬ th× b¶n gèc in the event of discrepancy between
8 cã gi¸ trÞ cao h¬n them the original shall prevail
9 Trong tr­êng hîp ngo¹i lÖ in exceptional circumstances
0 Truëng gi¸m s¸t (gi¸m s¸t dù ¸n) Manager)
1361 Truô cÇu, ch©n cÇu, mãng cÇu pier
2 tÞch thu forfeit
3 Tû gi¸ b¸n The selling rates
136 Tû lÖ % giao thÇu phô trªn gi¸
4 trÞ h¹ng môc thanh to¸n percentage of pay items to be sublet
136 Tû lÖ % giao thÇu phô trªn tæng percentage of total bid price to be
5 gi¸ bá thÇu sublet
6 Tû lÖ víi proportional to st
1367 Tû träng riªng The Specific Gravity
8 tu©n thñ compliance with---
9 hiÓm compliance with policy condition
Tu©n thñ ë møc cao nhÊt c¸c to observe the highest standard of
nguyªn t¾c trong qu¸ tr×nh ®Êu ethics during the procurement and
1370 thÇu vµ thùc hiÖn c¸c hîp ®ång execution of such contract
1371 tu©n thñ tÊt c¶ c¸c (h­íng dÉn) oblige to comply with st
1372 TÜnh kh«ng Clearance
1373 TÜnh kh«ng th«ng thuyÒn Navigation Clearance
TÜnh kh«ng tho¸t lò vµ tÜnh
1374 kh«ng th«ng thuyÒn Flood and Navigation Clearance
1375 Tuú theo quy ®Þnh cña m×nh at its discretion

32. 1376 tuy nhiªn notwithstanding
1377 tuyÕn alignment
1378 TuyÕn /C¶I tuyÕn Agliment/Re-agliment
1379 tuyÓn dông lao ®éng Engagement of labor
0 Tỷ trọng kế Hydrometer
1381 Tỷ trọng ướt Wet Density Test
2 TÝnh ®¸p øng c¸c yªu cÇu Responsiveness
3 TÝnh ®Õn Make allowance for
4 TÝnh chÊt hiÖn tr­êng nature of site
5 TÝnh chÝnh x¸c cña cÊp ®é Trueness of Grate
138 tÝnh hîp lý vµ kh¶ n¨ng cña c¸c appropriateness and feasibility of
6 gi¶i ph¸p kü thuËt technical solutions
1387 TÝnh nhít, Deo,®é nhít Viscosity = Viscidity
8 TÝnh to¸n ®é xãi Calculation of Scour
9 TÝnh to¸n thiÕt kÕ Design Calculation
0 n¬I ¨n ë office/lab/accommodation
1391 V¸ söa mÆt ®­êng hiÖn t¹i Patching of existing pavement
2 V¸ch ®øng / V¸ch xiªn Vertical webs / Sloping webs
3 V¸ch cña hè vµ r·nh ®µo The sideÐ of pits and trenches
4 V¸ch r·nh The Sides of Trenches
5 V¸n khu«n Form
6 V¸n khu«n Form line
1397 V¸n khu«n Form work
8 V¸n khu«n cong xiªn trªn Form with bent top surface
9 V¸n khu«n mÆt trªn xiªn Form with battered top surface
0 V¸n khu«n s­ên Ðp Steel side form
1401 V¸n khu«n s­ên Ðp Steel side form
2 V¸n khu«n s­ên th¼ng Straigh side form
3 V¸n khu«n vì trªn xiªn Form with broken top surface
4 V¸n khu«n xo¸n trªn xiªn Form with twisted top surface
5 v× kh«ng ®¸p øng yªu cÇu as nonresponsive
6 V÷a xi m¨ng Cement Mortar
1407 V¹ch chia nhá nhÊt Minimum Gradas
8 Vá bäc h¬i Steam Jacket
9 Vá läc Filter Jacket
1410 Vai ®­êng ngoµi Outer shoulder
1411 Vai ®­êng trong Inner shoulder
1412 Vªnh Warping
1413 vËn chuyÓn transportation
1414 VËn chuyÓn / R¶I vËt liÖu Hauling / Speading
VËn chuyÓn cäc/ §Þnh vÞ / Pile hauling, Positioning, Pile driving
1415 §ãng cäc / Ðp cäc and pressing
1416 VËt liệu đất đắp Soil Material
1417 VËt liÑu nhùa ®un nãng Bituminous Material
1418 VËt liÖu materials
1419 VËt liÖu ®æ theo yªu cÇu Poured material as required
0 VËt liÖu b¶o d­ìng Curing material
1421 VËt liÖu bäc d¹ng h¹t Gramelar filter Material
2 VËt liÖu bao d­ìng Curing material