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 08/20/07                                                    EST. NO.05
     TIME 02:22 PM
     R.E. NAME: ALLEN, JODY                                            03-0E6704
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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
     ---------------------------------------------------------------------------
     001 0029-1       -79.97 E.W. @ F.A.(+) 061107 N 0031 0 DAO CORRECTING ENTRY
         0034         172.53                072707 N 0036 0
         0035         172.53                072607 N 0037 0
         0036         172.53                072507 N 0038 0
         0037         172.53                072407 N 0039 0
         0038         172.53                072307 N 0040 0
     005 0002       8,263.28 E.W. @ F.A.(+) 062507 N 0002 0
         0003       8,946.85                062207 N 0003 0
         0004       5,672.18                062607 N 0004 0
         0005      12,528.83                062707 N 0005 0
     006 0001      32,662.00 E.W. @ F.A.(+) 062707 N 0001 0
         0002      23,866.32                062807 N 0002 0
         0003         949.30                062807 N 0003 0
     009 0001       1,718.91 E.W. @ F.A.(+) 070607 N 0001 0
     011 0001       1,429.55 E.W. @ F.A.(+) 073007 N 0001 0
                   96,819.90  TOTAL THIS ESTIMATE
                   27,781.86  TOTAL PREVIOUS ESTIMATE
                  124,601.76  TOTAL TO DATE
     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 08/20/07                                                    EST. NO.05
     TIME 02:22 PM
     R.E. NAME: ALLEN, JODY                                            03-0E6704
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     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     LABOR COMPLIANCE VIOLATION
     PER LTR DATED 5/07         -10,000.00   02
     PER LTR DATED 06/07        -10,000.00   03
     PER LTR DATED 7/07         -10,000.00   04
     PER LTR DATED 8/07          -5,000.00   05
     RETURN 5/07 & 6/07          20,000.00   05
                                                       15,000.00      -15,000.00
                              TOTAL DEDUCTIONS         15,000.00      -15,000.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 08/20/07                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               03-0E6704
TIME 02:22 PM                                                                                                        ESTIMATE NO. 05
BID OPENING 12/13/06                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/07
R.E. NAME:  ALLEN, JODY                                                                              DATE OF THIS ESTIMATE  08/20/07
        LOCATION                                     RERUN PROGRESS ESTIMATE
03-BUT-70-12.7/16.7                                  -----------------------
                                GRANITE CONSTRUCTION COMPANY                              IN BUTTE COUNTY IN AND NEAR
                                P O BOX 50085                                             OROVILLE FROM 1.8 KM SOUTH OF
                                WATSONVILLE CA 950775085                                  ROUTE 162 TO 0.5 KM NORTH OF GARDEN
                                                                                          DRIVE OVERCROSSING
FED. AID NO. ACST-P070(92)E  ,PHG-P070(92)E
                                                                                          INSTALL CONCRETE MEDIAN BARRIER
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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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01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS      2,000.0000      2,000.00         0.250       500.00          0.750      1,500.00
02 TIME-RELATED OVERHEAD                    WDAY    1,000.0000    120,000.00        20.000    20,000.00         84.000     84,000.00
03 TEMPORARY FENCE (TYPE ESA)               M          35.0000      1,750.00                                    30.000      1,050.00
04 PREPARE STORM WATER POLLUTION            LS      3,750.0000      3,750.00                                     0.750      2,812.50
   PREVENTION PLAN
05 WATER POLLUTION CONTROL                  LS      6,200.0000      6,200.00         0.148       917.60          0.622      3,856.40
06 TEMPORARY FIBER ROLL                     M          13.0000      4,290.00                                     0.000          0.00
07 TEMPORARY SILT FENCE                     M          13.0000      3,120.00                                    39.000        507.00
08 TEMPORARY CONSTRUCTION ENTRANCE          EA      6,000.0000     12,000.00                                     0.000          0.00
09 TEMPORARY CONCRETE WASHOUT (PORTABLE)    LS      7,500.0000      7,500.00         0.500     3,750.00          1.000      7,500.00
10 CONSTRUCTION AREA SIGNS                  LS      6,200.0000      6,200.00         0.030       186.00          0.820      5,084.00
S)
11 TRAFFIC CONTROL SYSTEM                   LS    101,000.0000    101,000.00         0.526    53,126.00          1.000    101,000.00
S)
12 TEMPORARY TRAFFIC STRIPE (PAINT)         M           1.0000     10,000.00                                 2,705.000      2,705.00
S)
13 TRAFFIC PLASTIC DRUM                     EA        100.0000     34,000.00                                   357.000     35,700.00
S)
14 PORTABLE CHANGEABLE MESSAGE SIGN         LS     16,000.0000     16,000.00         0.526     8,416.00          1.000     16,000.00
S)
15 TEMPORARY RAILING (TYPE K)               M          63.0000     64,890.00                                   500.000     31,500.00
S)
16 TEMPORARY CRASH CUSHION MODULE           EA        300.0000     60,000.00                                   126.000     37,800.00
S)
17 ABANDON CULVERT                          M         138.0000     19,320.00                                   140.000     19,320.00
18 REMOVE METAL BEAM GUARD RAILING          M          47.0000      5,640.00                                   116.403      5,470.94
19 REMOVE ROADSIDE SIGN                     EA        100.0000        600.00         6.000       600.00          6.000        600.00
20 REMOVE CULVERT                           M         240.0000        720.00                                     3.000        720.00
21 REMOVE INLET                             EA        650.0000      7,800.00                                    12.000      7,800.00
22 REMOVE ASPHALT CONCRETE SURFACING        M2         11.0000      3,520.00                                   320.000      3,520.00
PROGRAM CAS145                                                                                                               PAGE  2
DATE 08/20/07                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               03-0E6704
TIME 02:22 PM                                                                                                        ESTIMATE NO. 05
BID OPENING 12/13/06                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/07
R.E. NAME:  ALLEN, JODY                                                                              DATE OF THIS ESTIMATE  08/20/07
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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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23 RELOCATE ROADSIDE SIGN                   EA        250.0000      1,000.00         2.000       500.00          2.000        500.00
24 MODIFY ELECTRICAL EQUIPMENT              LS      4,000.0000      4,000.00         0.500     2,000.00          1.000      4,000.00
S)
25 MODIFY INLET                             EA        635.0000        635.00                                     1.000        635.00
26 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          9.0000     25,920.00                                 1,249.000     11,241.00
S) (75 MM MAXIMUM)
27 REMOVE CONCRETE (CURB AND GUTTER)        M          24.0000      3,600.00                                   150.000      3,600.00
28 CAP INLET                                EA      2,000.0000      6,000.00                                     3.000      6,000.00
29 BRIDGE REMOVAL (PORTION), LOCATION A     LS      5,000.0000      5,000.00                                     1.000      5,000.00
30 BRIDGE REMOVAL (PORTION), LOCATION B     LS      1,000.0000      1,000.00                                     1.000      1,000.00
31 BRIDGE REMOVAL (PORTION), LOCATION C     LS      1,000.0000      1,000.00                                     1.000      1,000.00
32 BRIDGE REMOVAL (PORTION), LOCATION D     LS      2,000.0000      2,000.00                                     1.000      2,000.00
33 BRIDGE REMOVAL (PORTION), LOCATION E     LS      1,000.0000      1,000.00                                     1.000      1,000.00
34 SALVAGE CRASH CUSHION                    EA      4,500.0000      4,500.00         0.500     2,250.00          1.000      4,500.00
35 CLEARING AND GRUBBING                    LS     30,000.0000     30,000.00                                     1.000     30,000.00
36 ROADWAY EXCAVATION                       M3         42.0000    223,020.00       860.360    36,135.12      4,046.380    169,947.96
37 LEAD COMPLIANCE PLAN                     LS      2,450.0000      2,450.00         0.250       612.50          1.000      2,450.00
38 EROSION CONTROL (TYPE D)                 M2          1.0400     10,400.00    10,500.000    10,920.00     10,500.000     10,920.00
S)
39 CLASS 2 AGGREGATE BASE                   M3         50.0000    358,500.00       143.290     7,164.50      5,945.000    297,250.00
40 ASPHALT CONCRETE (TYPE A)                TONN       77.0000    505,120.00                                 6,135.460    472,430.42
41 MINOR CONCRETE (MINOR STRUCTURE)         M3      2,675.0000     67,945.00                                    25.380     67,891.50
F)
42 ROADSIDE SIGN (BARRIER MOUNTED)          EA      1,400.0000      1,400.00                                     0.000          0.00
43 450 MM REINFORCED CONCRETE PIPE          M       2,000.0000      2,400.00                                     1.180      2,360.00
44 600 MM REINFORCED CONCRETE PIPE          M         240.0000    151,200.00                                   623.960    149,750.40
45 200 MM CORRUGATED STEEL PIPE             M       1,000.0000        200.00                                     0.200        200.00
   (1.63 MM THICK)
46 MISCELLANEOUS IRON AND STEEL             KG          3.0000      8,436.00                                 2,812.000      8,436.00
SF)
47 CONCRETE BARRIER DELINEATOR (400 MM)     EA         20.0000        360.00        18.000       360.00         18.000        360.00
48 MARKER (CULVERT)                         EA         30.0000        360.00                                     0.000          0.00
49 OBJECT MARKER (TYPE P)                   EA         75.0000        150.00         2.000       150.00          2.000        150.00
PROGRAM CAS145                                                                                                               PAGE  3
DATE 08/20/07                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               03-0E6704
TIME 02:22 PM                                                                                                        ESTIMATE NO. 05
BID OPENING 12/13/06                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/07
R.E. NAME:  ALLEN, JODY                                                                              DATE OF THIS ESTIMATE  08/20/07
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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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50 CRASH CUSHION (ADIEM)                    EA     20,000.0000     20,000.00         0.100     2,000.00          1.000     20,000.00
S)
51 CONCRETE BARRIER (TYPE 60)               M         144.0000    509,760.00     1,594.800   229,651.20      3,867.000    556,848.00
52 CONCRETE BARRIER (TYPE 60A)              M         200.0000     47,200.00        90.000    18,000.00        236.000     47,200.00
F)
53 CONCRETE BARRIER (TYPE 60C)              M         190.0000    119,700.00       650.000   123,500.00        650.000    123,500.00
54 CONCRETE BARRIER (TYPE 60E)              M         850.0000     27,200.00        32.000    27,200.00         32.000     27,200.00
55 PORTABLE CONCRETE BARRIER (TYPE 60K)     M         420.0000    205,800.00        33.876    14,227.92        125.600     52,752.00
56 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           1.7500     17,850.00    10,172.600    17,802.05     10,172.600     17,802.05
S)
57 PAVEMENT MARKER (RETROREFLECTIVE)        EA          5.0000      3,500.00       387.000     1,935.00        387.000      1,935.00
S)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 08/20/07                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               03-0E6704
TIME 02:22 PM                                                                                                        ESTIMATE NO. 05
BID OPENING 12/13/06                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/07
R.E. NAME:  ALLEN, JODY                                                                              DATE OF THIS ESTIMATE  08/20/07
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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                                              581,903.89                2,468,305.17
         ADJUSTMENT OF COMPENSATION                                                                 0.00                        0.00
         EXTRA WORK                                                                            96,819.90                  124,601.76
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               678,723.79                2,592,906.93
58 MOBILIZATION                             LS    225,000.0000    225,000.00                                     1.000    225,000.00
         ORIGINAL CONTRACT AMOUNT                               3,083,906.00
    TOTAL WORK COMPLETED                                                                      678,723.79                2,817,906.93
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                            15,000.00                  -15,000.00
    TOTAL                                                                                     693,723.79                2,802,906.93
             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
  01/05/07     120   04/10/07  01/22/07  11/01/07        85         62           15           0             85%            63%
                                                                                                         PROGRESS IS SATISFACTORY
                               *** SUSPENDED ON 01/22/07.
                                                                                  ALLEN, JODY
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 08/20/07