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 04/26/01                                                    EST. NO.03
     TIME 08:58 AM
     R.E. NAME: MAYER, GARY A.                                         08-434804
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     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
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     *** 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 04/26/01                                                    EST. NO.03
     TIME 08:58 AM
     R.E. NAME: MAYER, GARY A.                                         08-434804
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     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
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     *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT ***
PROGRAM CAS145                                                                                                               PAGE  1
DATE 04/26/01                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               08-434804
TIME 08:58 AM                                                                                                        ESTIMATE NO. 03
BID OPENING 01/04/01                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/01
R.E. NAME:  MAYER, GARY A.                                                                           DATE OF THIS ESTIMATE  04/26/01
        LOCATION                                        PROGRESS ESTIMATE
08-RIV-10-R144.1/R156.5                                 -----------------
                                GRANITE CONSTRUCTION COMPANY                              IN RIVERSIDE COUNTY IN AND NEAR
                                P O BOX 50085                                             BLYTHE FROM THE TRUCK WEIGH STATION
                                WATSONVILLE CA 950775085                                  TO THE COLORADO RIVER BRIDGE
FED. AID NO. ACIM-010 -5(44)230,ACIM-010 -5(44)E
                                                                                          ASPHALT CONCRETE PAVEMENT
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
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001 PROGRESS SCHEDULE (CRITICAL PATH)        LS      7,500.0000     7,500.00                                      0.000         0.00
002 TIME-RELATED OVERHEAD                    WDAY      400.0000    84,000.00         23.000     9,200.00         47.000    18,800.00
003 CONSTRUCTION AREA SIGNS                  LS     30,000.0000    30,000.00                                      0.000         0.00
(S)
004 TRAFFIC CONTROL SYSTEM                   LS     75,000.0000    75,000.00                                      0.000         0.00
(S)
005 FLASHING BEACON (PORTABLE)               EA      1,200.0000     9,600.00                                      0.000         0.00
(S)
006 PORTABLE CHANGEABLE MESSAGE SIGN         EA     12,000.0000    24,000.00                                      0.000         0.00
(S)
007 REMOVE METAL BEAM GUARD RAILING          M          32.0000    20,800.00                                      0.000         0.00
008 REMOVE ASPHALT CONCRETE DIKE             M           0.7000    11,690.00                                      0.000         0.00
009 REMOVE PIPE                              M          41.0000    31,160.00                                      0.000         0.00
010 REMOVE SLOPE PAVING                      M3        735.0000    20,580.00                                      0.000         0.00
011 REMOVE CONCRETE PAVEMENT                 M2         25.0000     7,000.00                                      0.000         0.00
012 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN   M2        165.0000    12,375.00                                      0.000         0.00
013 ADJUST INLET                             EA      3,000.0000     3,000.00                                      0.000         0.00
014 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          0.7000    49,630.00                                      0.000         0.00
(S) (15 MM MAXIMUM)
015 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          0.8000       856.00                                      0.000         0.00
(S) (120 MM MAXIMUM)
016 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          0.8000    21,120.00                                      0.000         0.00
(S) (150 MM MAXIMUM)
017 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          0.8000   367,200.00                                      0.000         0.00
(S) (30 MM MAXIMUM)
018 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2         11.0000   100,100.00                                      0.000         0.00
(S) (60 MM MAXIMUM)
019 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          4.0000    10,320.00                                      0.000         0.00
(S) (75 MM MAXIMUM)
020 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          5.0000     2,950.00                                      0.000         0.00
(S) AND BASE (90 MM MAXIMUM)
021 CLEARING AND GRUBBING                    LS     20,000.0000    20,000.00                                      0.000         0.00
022 SHOULDER BACKING                         STA        50.0000    52,500.00                                      0.000         0.00
PROGRAM CAS145                                                                                                               PAGE  2
DATE 04/26/01                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               08-434804
TIME 08:58 AM                                                                                                        ESTIMATE NO. 03
BID OPENING 01/04/01                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/01
R.E. NAME:  MAYER, GARY A.                                                                           DATE OF THIS ESTIMATE  04/26/01
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
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023 CLASS 2 AGGREGATE BASE                   M3         74.0000     4,440.00                                      0.000         0.00
024 ASPHALT CONCRETE (TYPE A)                TONN       35.0000  6370,000.00                                      0.000         0.00
025 ASPHALT CONCRETE (OPEN GRADED)           TONN       33.0000   610,500.00                                      0.000         0.00
026 PLACE ASPHALT CONCRETE (MISCELLANEOUS    M2        200.0000    15,000.00                                      0.000         0.00
    AREA)
027 PLACE ASPHALT CONCRETE DIKE (TYPE C)     M           2.6000       676.00                                      0.000         0.00
028 PLACE ASPHALT CONCRETE DIKE (TYPE D)     M           2.8000    45,640.00                                      0.000         0.00
029 PLACE ASPHALT CONCRETE DIKE (TYPE F)     M           2.6000       286.00                                      0.000         0.00
030 RUMBLE STRIP                             STA         6.0000     4,800.00                                      0.000         0.00
031 CONCRETE PAVEMENT                        M3        200.0000    24,000.00                                      0.000         0.00
032 MINOR CONCRETE (MINOR STRUCTURE)         M3      4,200.0000    41,580.00                                      0.000         0.00
(F)
033 450 MM SLOTTED CORRUGATED STEEL PIPE     M         110.0000    83,600.00                                      0.000         0.00
    (4.27 MM THICK)
034 SLOPE PAVING (CONCRETE)                  M3        420.0000   117,600.00                                      0.000         0.00
035 METAL BEAM GUARD RAILING                 M         120.0000    44,400.00                                      0.000         0.00
(S)
036 TERMINAL SECTION (TYPE B)                EA         85.0000       170.00                                      0.000         0.00
(S)
037 TERMINAL SECTION (TYPE C)                EA        105.0000     3,255.00                                      0.000         0.00
(S)
038 TERMINAL SYSTEM (TYPE SRT)               EA      2,000.0000    62,000.00                                      0.000         0.00
(S)
039 TERMINAL ANCHOR ASSEMBLY (TYPE SFT)      EA        600.0000    19,800.00                                      0.000         0.00
(S)
040 THERMOPLASTIC PAVEMENT MARKING           M2         27.0000    13,230.00                                      0.000         0.00
(S)
041 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M           0.4500    43,290.00                                      0.000         0.00
(S)
042 200 MM THERMOPLASTIC TRAFFIC STRIPE      M           2.6000    11,700.00                                      0.000         0.00
(S)
043 PAINT TRAFFIC STRIPE (2-COAT)            M           0.3000    12,180.00                                      0.000         0.00
(S)
044 PAVEMENT MARKER (NON-REFLECTIVE)         EA          1.0000    11,100.00                                      0.000         0.00
(S)
045 PAVEMENT MARKER (RETROREFLECTIVE)        EA          3.5000    25,095.00                                      0.000         0.00
(S)
046 LIGHTING                                 LS    200,000.0000   200,000.00                                      0.000         0.00
(S)
PROGRAM CAS145                                                                                                               PAGE  3
DATE 04/26/01                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               08-434804
TIME 08:58 AM                                                                                                        ESTIMATE NO. 03
BID OPENING 01/04/01                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/01
R.E. NAME:  MAYER, GARY A.                                                                           DATE OF THIS ESTIMATE  04/26/01
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
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    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                                9,200.00                   18,800.00
         ADJUSTMENT OF COMPENSATION                                                                 0.00                        0.00
         EXTRA WORK                                                                                 0.00                        0.00
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                                 9,200.00                   18,800.00
047 MOBILIZATION                             LS    851,854.0000   851,854.00                                      0.000         0.00
         ORIGINAL CONTRACT AMOUNT                               9,577,577.00
    TOTAL WORK COMPLETED                                                                        9,200.00                   18,800.00
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                        0.00
    TOTAL                                                                                       9,200.00                   18,800.00
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                                                    MAXIMUM       CONTRACT        OVERBID
                                                     VALUE          PRICE         AMOUNT
021 CLEARING AND GRUBBING                          9,000.00      20,000.00      11,000.00
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
  01/30/01     210   00/00/00  02/14/01  11/15/01        47          0            0           0              0%            22%
                                                                                                         PROGRESS UNSATISFACTORY
                                                                                  MAYER, GARY A.
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                      PAGE  2
     DATE 04/26/01