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PRICE OF TESTS

HIERING OF PERSONNEL

 
RATE IN PHNOM-PENH
RATE OUTSIDE PP
GATEGORY   Day Month Day Month
Code P - 3 P - 2 P - 3 P - 4
 EXPERT  P1  400  NO  425  NO
 SENIOR ENGINEER  P2  32  585  52  1185
 JUNIOR ENGINEER  P3  25  477  43  1017
 SKILLED TECHNICIAN BST  P4  21  455  36  905
 OPERATOR  P6  10  217  18  437
 LABOURER  P7  6  130  6  130
 DRIVER  P8  12  260  20  500
         

N.B:This rate is not applicable out of Kingdom of Cambodia

DISPOSAL OF CAR AND TRUCKS

 Type  Lumpsum per day 50Kms  Additional kilometer up to lumpsum
 Commercial vehicle type pik-up  V1.1 = $45  V1.2 = $0.4
 Loading vehicle type truck  V2.1 = $65  V2.2 = $0.6
         

R - ROADS DEPARTMENT
R1 - TESTS ON SOILS

 Designation  T  Up $
 R1-1 Moisture content ( W% )    1
 R1-2 Wet sieve analysis    9
 R1-3 Hydrometer analysis ( sedimentation )    30
 R1-4 Atterberg limits : WL - WP - PI    8
         R1-5 Sand equivalent    10
         R1-6 Specific gravity    5
                 R1-7 Methyl blue test    8
 R1-8 Shrinkage limit determination    10
 R1-9 Organic matter content    20
 R1-10 Moisture - density relation using 2.5kg hammer ( Normal Proctor )    30
 R1-11 Moisture - density relation using 4.5kg hammer ( Modified Proctor )    30
 R1-12 Moisture - density relation and CBR tests ( 6 pts : 90% 95% 100% of compaction - imbibition 0h et 96h ) with swelling measurement.    60
 R1-13 Molding and penetration CBR with swelling measurement : by mold    8
 R1-14 Bearing capacity of sol according type of curing    BQ
 R1-15 Cement % content in a cement stabilised soil specimen    10
 R1-16 Molding and compressive test on soil-cement sample    10
 R1-17 Mix design of a cement stabilised soil comporting :    900
         - Recombining of the mix, Modified Proctor test et 3 CBR tests, with curing ( 3 days air + 4 days water ) before penetration test. - Molding 108 specimens for compressive and traction strength tests with different % cement content, curing conditions and compacity.    
 R1-18 Study of action of chemical products    BQ
 R1-19 Sand maximal density using vibration table    30
 R1-20 Aggregate Impact test    15
 R1-21 Aggregate Crushing Value    15
 R1-22 Liquid limit by dropping cone method    8
 R2-1 Visual identification of rock    2
 R2-2 Trimming of a specimen with diamant saw ( 2 faces )    4
 R2-3 Pulse sound velocity on sample    4
 R2-4 Compressive or traction by flexion strength test    10
 R2-5 PROTODIAKONOFF test    8
 R2-6 Crushing of blocks of rock by hammar    4
 R2-7 Los Angeles abrasion test - per type of grading    15
 R2-8 Dynamical fragmentation test    15
 R2-9 Moisture content on stock using Speedy apparatus    5
 R2-10 Moisture content with owen    1
 R2-11 Particle size distribution    9
 R2-12 Sand equivalent test    10
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Background Information
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