PROGRAM CAS145   S C H E D U L E   O F   E X T R A   W O R K    PAGE NO.  1
     DATE 09/22/05                                                    EST. NO.03
     TIME 12:03 PM
     R.E. NAME: WRIGHT, GEOFFREY                                       01-314404
     ---------------------------------------------------------------------------
     CCO REPORT       REPORT TYPE OF WORK(+) WORK  BR CONTR
     NO. NUMBER       AMOUNT PERFORMED   (-) DATE  WK RPT.NO C O M M E N T S
     ---------------------------------------------------------------------------
     *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE ***
     PROGRAM CAS145   S C H E D U L E   O F   D E D U C T I O N S    PAGE NO.  1
     DATE 09/22/05                                                    EST. NO.03
     TIME 12:03 PM
     R.E. NAME: WRIGHT, GEOFFREY                                       01-314404
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     LABOR COMPLIANCE VIOLATION
     MISSING PAYROLLS           -10,000.00   01
     PER LTR DATED 8/05          -2,000.00   02
     RET EST. #1 DEDUCTIO        10,000.00   02
     RETURN DEDUCTION             2,000.00   03
                                                        2,000.00            0.00
                              TOTAL DEDUCTIONS          2,000.00            0.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 09/22/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-314404
TIME 12:03 PM                                                                                                        ESTIMATE NO. 03
BID OPENING 06/14/05                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/05
R.E. NAME:  WRIGHT, GEOFFREY                                                                         DATE OF THIS ESTIMATE  09/22/05
        LOCATION                                        PROGRESS ESTIMATE
01-HUM-101-56.2/57.5                                    -----------------
                                M C M CONSTRUCTION INC                                    IN HUMBOLDT COUNTY NEAR ALTON FROM
                                P O BOX 620                                               1.0 KM SOUTH OF THE VAN DUZEN RIVER
                                NORTH HIGHLANDS CA 95660                                  BRIDGE TO 0.1 KM NORTH OF THE VAN
                                                                                          DUZEN RIVER BRIDGE OVERFLOW BRIDGE
FED. AID NO. ACNH-Q101(97)E
                                                                                          BRIDGE REPLACEMENT (SCOUR)
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS      5,000.0000      5,000.00                                     0.000          0.00
02 TIME-RELATED OVERHEAD                    WDAY    2,200.0000    770,000.00        20.000    44,000.00         30.000     66,000.00
03 TEMPORARY FENCE (TYPE ESA)               M          20.0000      6,600.00                                   344.300      6,886.00
04 TEMPORARY CULVERT                        M         300.0000      1,500.00                                     5.000      1,500.00
05 PREPARE STORM WATER POLLUTION            LS      3,000.0000      3,000.00                                     0.750      2,250.00
   PREVENTION PLAN
06 WATER POLLUTION CONTROL                  LS     15,000.0000     15,000.00         0.086     1,290.00          0.115      1,725.00
07 TEMPORARY CONCRETE WASHOUT FACILITY      EA      3,500.0000     14,000.00         1.000     3,500.00          1.000      3,500.00
08 CONSTRUCTION AREA SIGNS                  LS      7,500.0000      7,500.00                                     0.500      3,750.00
S)
09 TRAFFIC CONTROL SYSTEM                   LS     25,000.0000     25,000.00         0.085     2,125.00          0.108      2,700.00
S)
10 TYPE III BARRICADE                       EA        200.0000        800.00                                     8.000      1,600.00
S)
11 TEMPORARY PAVEMENT MARKING (PAINT)       M2         35.0000      1,435.00                                    29.140      1,019.90
12 TEMPORARY TRAFFIC STRIPE (PAINT)         M           3.3500     29,480.00                                 5,568.000     18,652.80
S)
13 CHANNELIZER (SURFACE MOUNTED)            EA         20.0000      5,800.00                                    92.000      1,840.00
S)
14 CHANNELIZER (SURFACE MOUNTED)            EA        100.0000        800.00                                     0.000          0.00
S) (LEFT IN PLACE)
15 TEMPORARY PAVEMENT MARKER                EA          3.5000      1,155.00                                   196.000        686.00
S)
16 TEMPORARY LIGHTING AND FLASHING BEACON   LS    150,000.0000    150,000.00                                     0.500     75,000.00
   SYSTEM
17 PORTABLE CHANGEABLE MESSAGE SIGN         EA     12,000.0000     24,000.00                                     0.083        996.00
S)
18 PORTABLE RADAR TRAILER                   EA     18,000.0000     36,000.00                                     1.500     27,000.00
19 TEMPORARY RAILING (TYPE K)               M          80.0000    135,200.00                                 1,682.000    134,560.00
S)
20 TEMPORARY CRASH CUSHION MODULE           EA        350.0000      4,900.00                                    14.000      4,900.00
S)
21 REMOVE MARKER                            EA        100.0000        300.00                                     0.000          0.00
22 REMOVE METAL BEAM GUARD RAILING          M          20.0000      6,800.00                                   285.200      5,704.00
S)
PROGRAM CAS145                                                                                                               PAGE  2
DATE 09/22/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-314404
TIME 12:03 PM                                                                                                        ESTIMATE NO. 03
BID OPENING 06/14/05                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/05
R.E. NAME:  WRIGHT, GEOFFREY                                                                         DATE OF THIS ESTIMATE  09/22/05
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
23 REMOVE YELLOW THERMOPLASTIC TRAFFIC      M           3.0000      6,150.00                                 1,569.000      4,707.00
S) STRIPE
24 REMOVE PAINTED TRAFFIC STRIPE            M           2.0000      5,580.00                                   509.000      1,018.00
S)
25 REMOVE PAINTED PAVEMENT MARKING          M2         30.0000        900.00                                     0.000          0.00
S)
26 REMOVE THERMOPLASTIC TRAFFIC STRIPE      M           2.0000      3,820.00                                 1,820.000      3,640.00
S)
27 REMOVE THERMOPLASTIC PAVEMENT MARKING    M2         30.0000      2,580.00                                    60.800      1,824.00
S)
28 REMOVE INLET                             EA        200.0000        200.00                                     0.000          0.00
29 REMOVE HEADWALL                          EA        200.0000        400.00                                     0.000          0.00
30 REMOVE RETAINING WALL (PORTION)          M          60.0000     15,000.00                                     0.000          0.00
31 SALVAGE TEMPORARY RAILING (TYPE K)       M          10.0000      3,200.00                                     0.000          0.00
32 RECONSTRUCT METAL BEAM GUARD RAILING     M         265.0000      8,215.00                                     0.000          0.00
S)
33 RESET OBJECT MARKER                      EA        200.0000      1,200.00                                     0.000          0.00
S)
34 RESET ROADSIDE SIGN (ONE POST)           EA        250.0000      1,000.00                                     0.000          0.00
35 RESET TERMINAL SECTION (TYPE B)          EA        400.0000      2,400.00                                     0.000          0.00
S)
36 RELOCATE MAILBOX                         EA        600.0000        600.00                                     1.000        600.00
37 RELOCATE GATE                            EA      1,500.0000      1,500.00                                     0.000          0.00
38 ADJUST FRAME AND GRATE TO GRADE          EA      1,500.0000      1,500.00                                     0.000          0.00
39 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          5.0000      7,000.00                                     0.000          0.00
S)
40 REMOVE CONCRETE BARRIER                  M          30.0000      7,500.00                                     0.000          0.00
41 REMOVE TEMPORARY CRASH CUSHION MODULE    EA        100.0000      2,800.00                                     0.000          0.00
42 BRIDGE REMOVAL                           LS    350,000.0000    350,000.00         0.150    52,500.00          0.950    332,500.00
43 CLEARING AND GRUBBING                    LS      5,000.0000      5,000.00                                     0.050        250.00
44 ROADWAY EXCAVATION                       M3         15.0000     28,200.00                                    37.100        556.50
45 LEAD COMPLIANCE PLAN                     LS      4,000.0000      4,000.00         0.250     1,000.00          0.750      3,000.00
46 STRUCTURE EXCAVATION (BRIDGE)            M3        100.0000     26,500.00                                     0.000          0.00
F)
47 STRUCTURE EXCAVATION (TYPE A)            M3        200.0000    729,400.00     1,711.000   342,200.00      1,711.000    342,200.00
F)
48 STRUCTURE EXCAVATION (TYPE H)            M3        250.0000     17,000.00                                     0.000          0.00
F)
49 STRUCTURE EXCAVATION (TYPE AH)           M3        250.0000     43,750.00       117.000    29,250.00        175.000     43,750.00
F)
PROGRAM CAS145                                                                                                               PAGE  3
DATE 09/22/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-314404
TIME 12:03 PM                                                                                                        ESTIMATE NO. 03
BID OPENING 06/14/05                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/05
R.E. NAME:  WRIGHT, GEOFFREY                                                                         DATE OF THIS ESTIMATE  09/22/05
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
50 STRUCTURE BACKFILL (BRIDGE)              M3        100.0000      8,400.00                                     0.000          0.00
F)
51 GEOSYNTHETIC REINFORCED EMBANKMENT       M2         25.0000     20,000.00                                     0.000          0.00
SF)
52 IMPORTED BORROW (GEOSYNTHETIC            M3         38.0000     41,420.00                                     0.000          0.00
SF)REINFORCED EMBANKMENT)
53 IMPORTED BORROW                          M3         25.0000    447,500.00                                     0.000          0.00
54 IMPORTED MATERIAL (SHOULDER BACKING)     TONN       26.0000     14,820.00                                     0.000          0.00
55 WEED CONTROL MAT (FIBER)                 M2         92.0000     15,640.00                                     0.000          0.00
S)
56 IMPORTED TOPSOIL                         M3         55.0000     11,000.00                                     0.000          0.00
57 EROSION CONTROL (BLANKET)                M2          9.0000      7,200.00                                     0.000          0.00
S)
58 STRAW (EROSION CONTROL)                  TONN      550.0000      1,705.00                                     0.000          0.00
S)
59 FIBER (EROSION CONTROL)                  KG          0.8500      1,572.50                                     0.000          0.00
S)
60 COMPOST (EROSION CONTROL)                M3        425.0000        935.00                                     0.000          0.00
S)
61 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA      1,300.0000      2,600.00                                     0.000          0.00
S)
62 PURE LIVE SEED (EROSION CONTROL)         KG         16.5000      7,920.00                                     0.000          0.00
S)
63 COMMERCIAL FERTILIZER (EROSION CONTROL)  KG          0.8000        344.00                                     0.000          0.00
S)
64 STABILIZING EMULSION (EROSION CONTROL)   KG          6.7500        654.75                                     0.000          0.00
S)
65 CLASS 2 AGGREGATE BASE                   M3         40.0000    179,200.00                                    82.220      3,288.80
66 ASPHALT CONCRETE (TYPE A)                TONN       67.0000    400,660.00                                    24.710      1,655.57
67 ASPHALT CONCRETE (OPEN GRADED)           TONN       75.0000    366,000.00                                     0.000          0.00
68 PLACE ASPHALT CONCRETE (MISCELLANEOUS    M2         38.0000        912.00                                     0.000          0.00
   AREA)
69 PLACE ASPHALT CONCRETE DIKE (TYPE C)     M           6.0000        126.00                                     0.000          0.00
70 PLACE ASPHALT CONCRETE DIKE (TYPE E)     M           6.0000      3,000.00                                     0.000          0.00
71 PLACE ASPHALT CONCRETE DIKE (TYPE F)     M           6.0000         48.00                                     0.000          0.00
72 SHOULDER RUMBLE STRIP                    STA       150.0000      2,400.00                                     0.000          0.00
   (AC, GROUND-IN INDENTATIONS)
73 762 MM CAST-IN-DRILLED-HOLE CONCRETE     M         600.0000    669,600.00                                     0.000          0.00
S) PILING
74 1.8 M CAST-IN-DRILLED-HOLE CONCRETE      M       2,500.0000    280,000.00                                     0.000          0.00
S) PILING
75 600 MM CAST-IN-DRILLED-HOLE CONCRETE     M         800.0000    734,400.00                                     0.000          0.00
S) PILING (ROCK SOCKET)
76 1.5 M CAST-IN-DRILLED-HOLE CONCRETE      M       4,000.0000    176,000.00                                     0.000          0.00
S) PILING (ROCK SOCKET)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 09/22/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-314404
TIME 12:03 PM                                                                                                        ESTIMATE NO. 03
BID OPENING 06/14/05                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/05
R.E. NAME:  WRIGHT, GEOFFREY                                                                         DATE OF THIS ESTIMATE  09/22/05
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
77 762 MM DRIVEN STEEL SHELL                M       1,000.0000  1,116,000.00       377.820   377,820.00        377.820    377,820.00
S)
78 1.8 M DRIVEN STEEL SHELL                 M       4,000.0000    448,000.00                                     0.000          0.00
S)
79 PRESTRESSING CAST-IN-PLACE CONCRETE      LS    240,000.0000    240,000.00                                     0.000          0.00
S)
80 SEAL COURSE CONCRETE                     M3        350.0000    107,800.00       102.600    35,910.00        102.600     35,910.00
81 STRUCTURAL CONCRETE, BRIDGE FOOTING      M3        400.0000    184,800.00                                     0.000          0.00
F)
82 STRUCTURAL CONCRETE, BRIDGE              M3        450.0000  1,110,600.00                                     0.000          0.00
F)
83 STRUCTURAL CONCRETE, APPROACH SLAB       M3        400.0000     24,800.00                                     0.000          0.00
F) (TYPE N)
84 MINOR CONCRETE (MINOR STRUCTURE)         M3      1,500.0000      5,700.00                                     0.000          0.00
F)
85 PTFE BEARING                             EA      2,500.0000     20,000.00                                     0.000          0.00
86 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M       1,500.0000     39,000.00                                     0.000          0.00
S)
87 BAR REINFORCING STEEL (BRIDGE)           KG          1.8000  1,296,540.00                                     0.000          0.00
SF)
88 HEADED BAR REINFORCEMENT                 EA          3.5000      8,820.00                                     0.000          0.00
SF)
89 METAL CATTLE GUARD (3.7 M)               EA      2,500.0000      5,000.00         1.500     3,750.00          1.500      3,750.00
90 450 MM REINFORCED CONCRETE PIPE          M         340.0000        680.00                                     0.000          0.00
91 600 MM REINFORCED CONCRETE PIPE          M         480.0000        672.00                                     0.000          0.00
92 750 MM REINFORCED CONCRETE PIPE          M         335.0000        837.50                                     0.000          0.00
93 200 MM BITUMINOUS COATED CORRUGATED      M         100.0000      2,200.00                                     0.000          0.00
   STEEL PIPE DOWNDRAIN
   (2.01 MM THICK)
94 200 MM ENTRANCE TAPER                    EA        450.0000      1,800.00                                     0.000          0.00
95 200 MM DOWNDRAIN SLIP JOINT              EA        300.0000        600.00                                     0.000          0.00
96 600 MM WELDED STEEL PIPE CASING (BRIDGE) M         300.0000      7,500.00                                     0.000          0.00
F)
97 150 MM WELDED STEEL PIPE (3.40 MM THICK) M         300.0000     15,000.00                                     0.000          0.00
98 ROCK SLOPE PROTECTION (1/2T, METHOD A)   M3        115.0000     29,900.00                                     0.000          0.00
99 ROCK SLOPE PROTECTION (LIGHT, METHOD B)  M3         95.0000     15,200.00                                     0.000          0.00
00 ROCK SLOPE PROTECTION                    M3         90.0000     40,500.00                                     0.000          0.00
   (BACKING NO. 2, METHOD B)
01 ROCK SLOPE PROTECTION (1T, METHOD B)     M3        125.0000     15,000.00                                     0.000          0.00
02 ROCK SLOPE PROTECTION (1/4T, METHOD B)   M3         90.0000     67,500.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  5
DATE 09/22/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-314404
TIME 12:03 PM                                                                                                        ESTIMATE NO. 03
BID OPENING 06/14/05                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/05
R.E. NAME:  WRIGHT, GEOFFREY                                                                         DATE OF THIS ESTIMATE  09/22/05
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
03 ROCK SLOPE PROTECTION FABRIC             M2          5.0000      5,450.00                                     0.000          0.00
04 MISCELLANEOUS METAL (BRIDGE)             KG          8.0000      4,480.00                                     0.000          0.00
SF)
05 DELINEATOR (CLASS 1)                     EA         50.0000      1,500.00                                     0.000          0.00
06 MARKER (CULVERT)                         EA         40.0000        120.00                                     0.000          0.00
07 GUARD RAILING DELINEATOR                 EA         15.0000        180.00                                     0.000          0.00
08 OBJECT MARKER (TYPE K-1)                 EA         75.0000        300.00                                     0.000          0.00
09 METAL BEAM GUARD RAILING                 M         330.0000      5,280.00                                     0.000          0.00
S)
10 CALIFORNIA ST - 205 RAIL                 M       1,000.0000    259,000.00                                     0.000          0.00
SF)
11 CALIFORNIA ST - 10 RAIL                  M         500.0000    129,500.00                                     0.000          0.00
SF)
12 TERMINAL SECTION (TYPE B)                EA        200.0000        400.00                                     0.000          0.00
S)
13 TERMINAL SYSTEM (TYPE SRT)               EA      2,000.0000      8,000.00                                     0.000          0.00
S)
14 TERMINAL SYSTEM (TYPE CAT)               EA      5,000.0000     10,000.00                                     0.000          0.00
S)
15 TERMINAL SYSTEM (TYPE CAT) BACKUP        EA      1,000.0000      2,000.00                                     0.000          0.00
S)
16 TERMINAL ANCHOR ASSEMBLY (TYPE SFT)      EA        700.0000      1,400.00                                     0.000          0.00
S)
17 CRASH CUSHION MODULE, SAND FILLED        EA        285.0000      7,980.00                                     0.000          0.00
S)
18 CONCRETE BARRIER (TYPE 60)               M         175.0000     82,250.00                                     0.000          0.00
19 CONCRETE BARRIER (TYPE 60C)              M         250.0000     25,000.00                                     0.000          0.00
20 THERMOPLASTIC PAVEMENT MARKING           M2         73.0000      5,402.00                                     0.000          0.00
S)
21 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           2.8500     22,372.50                                     0.000          0.00
S)
22 200 MM THERMOPLASTIC TRAFFIC STRIPE      M           5.7500        690.00                                     0.000          0.00
S)
23 PAINT TRAFFIC STRIPE (1-COAT)            M           1.7000      6,358.00                                     0.000          0.00
S)
24 PAVEMENT MARKER (NON-REFLECTIVE)         EA          2.0000      2,060.00                                     0.000          0.00
S)
25 PAVEMENT MARKER (RETROREFLECTIVE)        EA          3.5000      1,925.00                                     0.000          0.00
S)
PROGRAM CAS145                                                                                                               PAGE  6
DATE 09/22/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-314404
TIME 12:03 PM                                                                                                        ESTIMATE NO. 03
BID OPENING 06/14/05                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/05
R.E. NAME:  WRIGHT, GEOFFREY                                                                         DATE OF THIS ESTIMATE  09/22/05
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              893,345.00                1,516,739.57
         ADJUSTMENT OF COMPENSATION                                                                 0.00                        0.00
         EXTRA WORK                                                                                 0.00                        0.00
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               893,345.00                1,516,739.57
26 MOBILIZATION                             LS   1144,625.0000  1,144,625.00         0.250   286,156.25          0.750    858,468.75
         ORIGINAL CONTRACT AMOUNT                              12,444,444.25
    TOTAL WORK COMPLETED                                                                    1,179,501.25                2,375,208.32
         MATERIALS ON HAND ON SITE                                                                                        832,792.55
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                             2,000.00                        0.00
    TOTAL                                                                                   1,181,501.25                3,208,000.87
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                              N O N E
DATE CONTR CONTRACT DATE WORK   BEGIN   EST.  DATE   WORKING   WEATHER NON-   C.C.O.       OTHER        PERCENT     PERCENT TIME
 APPROVED    DAYS    STARTED   CONSTR   COMPLETION    DAYS     WORKING DAYS    DAYS        DAYS        COMPLETED       ELAPSED
  07/11/05     350   06/30/05  07/26/05  12/31/06        30          9            0           0             19%             9%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  WRIGHT, GEOFFREY
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 09/22/05