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 02/23/09                                                    EST. NO.07
     TIME 10:12 AM
     R.E. NAME: DAVID BALLENTINE, R.E.                                 05-0L4504
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
     003 0004       5,265.72 E.W. @ U.P (+) 013009 N 0004 0
                    5,265.72  TOTAL THIS ESTIMATE
                  117,144.57  TOTAL PREVIOUS ESTIMATE
                  122,410.29  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 02/23/09                                                    EST. NO.07
     TIME 10:12 AM
     R.E. NAME: DAVID BALLENTINE, R.E.                                 05-0L4504
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     LABOR COMPLIANCE VIOLATION
     MISS PYRLS                 -10,000.00   03
     RELEASE EST #3              10,000.00   04
                                                            0.00            0.00
     OVERBID ITEMS
     OVERBID ITEM NO. 023        -2,127.35   03
     OVERBID ITEM NO. 023        -3,313.45   05
                                                            0.00       -5,440.80
                              TOTAL DEDUCTIONS              0.00       -5,440.80
PROGRAM CAS145                                                                                                               PAGE  1
DATE 02/23/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0L4504
TIME 10:12 AM                                                                                                        ESTIMATE NO. 07
BID OPENING 05/13/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 02/20/09
R.E. NAME:  DAVID BALLENTINE, R.E.                                                                   DATE OF THIS ESTIMATE  02/23/09
        LOCATION                                        PROGRESS ESTIMATE
05-SB-101-25.2/65.1                                     -----------------
                                C AND W CONSTRUCTION                                      IN SANTA BARBARA COUNTY AT VARIOUS
                                SPECIALTIES INC                                           LOCATIONS FROM 0.4 MILE NORTH OF
                                2419 PALMA DRIVE                                          STORKE ROAD OVERCROSSING TO 2.4
                                VENTURA CA 93003                                          MILES NORTH OF ROUTE 154/101
                                                                                          SEPARATION
FED. AID NO. ACST-Q101(137)E  ,PHG-Q101(137)E
                                                                                          INSTALL METAL BEAM GUARD RAIL
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
01 CONSTRUCTION SITE MANAGEMENT             LS      3,767.1400      3,767.14                                     1.000      3,767.14
02 PREPARE STORM WATER POLLUTION            LS      2,860.3600      2,860.36                                     0.900      2,574.32
S) PREVENTION PLAN
03 TEMPORARY FIBER ROLL                     LF          4.1800     10,032.00                                 1,300.000      5,434.00
04 TEMPORARY GRAVEL BAG BERM                LF          6.2700      1,881.00                                   307.500      1,928.03
05 TEMPORARY CONSTRUCTION ENTRANCE          EA      4,760.6000      9,521.20                                     2.000      9,521.20
06 TEMPORARY CHECK DAM                      LF         13.3400        133.40                                     0.000          0.00
07 STREET SWEEPING                          LS      6,000.7500      6,000.75                                     1.000      6,000.75
08 TEMPORARY CONCRETE WASHOUT (PORTABLE)    LS      2,000.2500      2,000.25                                     0.000          0.00
09 CONSTRUCTION AREA SIGNS                  LS      6,734.1800      6,734.18                                     0.900      6,060.76
S)
10 TRAFFIC CONTROL SYSTEM                   LS    116,479.6500    116,479.65                                     1.000    116,479.65
S)
11 PORTABLE CHANGEABLE MESSAGE SIGN         LS     16,002.0200     16,002.02                                     1.000     16,002.02
S)
12 REMOVE CHAIN LINK FENCE                  LF          2.5800      1,831.80                                   704.000      1,816.32
13 REMOVE ROADSIDE SIGN                     EA        157.0000        157.00                                     1.000        157.00
14 REMOVE ASPHALT CONCRETE                  SQFT        5.7200     44,673.20                                 8,095.060     46,303.74
15 REMOVE ASPHALT CONCRETE DIKE             LF          3.8100     48,768.00                                11,958.000     45,559.98
16 REMOVE HEADWALL                          EA      3,098.8000      3,098.80                                     1.000      3,098.80
17 RESET ROADSIDE SIGN                      EA        157.0000        314.00         1.000       157.00          2.000        314.00
18 RELOCATE ROADSIDE SIGN                   EA        190.4100      1,332.87                                     6.000      1,142.46
19 ADJUST INLET                             EA      4,508.5000      4,508.50                                     1.000      4,508.50
20 REMOVE CONCRETE ISLAND                   SQFT       19.0500      4,762.50                                   246.000      4,686.30
21 REMOVE CONCRETE (CURB AND GUTTER)        LF         19.0500     21,526.50                                   885.000     16,859.25
22 REMOVE CRASH CUSHION (SAND FILLED)       EA      1,498.5400      1,498.54                                     1.000      1,498.54
PROGRAM CAS145                                                                                                               PAGE  2
DATE 02/23/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0L4504
TIME 10:12 AM                                                                                                        ESTIMATE NO. 07
BID OPENING 05/13/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 02/20/09
R.E. NAME:  DAVID BALLENTINE, R.E.                                                                   DATE OF THIS ESTIMATE  02/23/09
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
23 CLEARING AND GRUBBING                    LS      8,940.8000      8,940.80                                     1.000      8,940.80
24 ROADWAY EXCAVATION                       CY         82.5500     20,637.50                                   482.590     39,837.80
25 HIGHWAY PLANTING                         LS     14,455.1400     14,455.14                                     1.000     14,455.14
S)
26 EROSION CONTROL (TYPE D)                 SQYD        3.1300      4,100.30                                 2,100.000      6,573.00
S)
27 PLANT ESTABLISHMENT WORK                 LS     16,196.6900     16,196.69         0.084     1,360.52          0.204      3,304.12
S)
28 IRRIGATION SYSTEM                        LS      9,627.8700      9,627.87                                     1.000      9,627.87
S)
29 CLASS 2 AGGREGATE BASE                   CY        189.2300     34,061.40                                   299.300     56,636.54
30 ASPHALT CONCRETE                         TON       199.3900     83,743.80        14.020     2,795.45        612.440    122,114.41
31 PLACE ASPHALT CONCRETE (MISCELLANEOUS    SQYD       30.4800     29,565.60        30.000       914.40      1,630.880     49,709.22
   AREA)
32 PLACE ASPHALT CONCRETE DIKE (TYPE C)     LF          1.2700      1,143.00       150.000       190.50      1,415.000      1,797.05
33 PLACE ASPHALT CONCRETE DIKE (TYPE F)     LF          1.2700     14,732.00       564.000       716.28     12,587.000     15,985.49
34 24" REINFORCED CONCRETE PIPE             LF        715.0700     12,156.19                                    16.500     11,798.66
35 24" CONCRETE FLARED END SECTION          EA        698.5000        698.50                                     1.000        698.50
36 PRECAST CONCRETE PIPE INLET              LF      1,264.9200      5,059.68                                     4.000      5,059.68
   (TYPE OCP)
37 MINOR CONCRETE (MISCELLANEOUS            CY      1,905.0000     49,530.00                                    25.000     47,625.00
   CONSTRUCTION)
38 MISCELLANEOUS IRON AND STEEL             LB         12.7000      1,422.40                                   112.000      1,422.40
SF)
39 DELINEATOR (CLASS 1)                     EA         59.8600      6,584.60        53.000     3,172.58        139.000      8,320.54
40 OBJECT MARKER (TYPE P)                   EA        106.5100      2,023.69         1.000       106.51         17.000      1,810.67
41 OBJECT MARKER (TYPE R)                   EA        134.6400        269.28                                     0.000          0.00
42 METAL BEAM GUARD RAILING (STEEL POST)    LF         19.9100    330,506.00       325.000     6,470.75     15,063.000    299,904.33
43 METAL BEAM GUARD RAILING                 LF         23.7800     97,498.00       425.000    10,106.50      4,812.500    114,441.25
   (7 FOOT STEEL POST)
44 SINGLE THRIE BEAM BARRIER (STEEL POST)   LF         30.6900     47,262.60                                 1,537.500     47,185.88
45 DOUBLE THRIE BEAM BARRIER (STEEL POST)   LF         46.3800     26,436.60                                   525.000     24,349.50
46 CONCRETE BARRIER (TYPE 50 MODIFIED)      LF        255.5400      3,322.02                                    13.000      3,322.02
47 TRANSITION RAILING (TYPE DTB)            EA      3,706.3200      3,706.32                                     1.000      3,706.32
48 END ANCHOR ASSEMBLY (TYPE SFT)           EA        564.2500     12,413.50         2.000     1,128.50         23.000     12,977.75
49 ALTERNATIVE IN-LINE TERMINAL SYSTEM      EA      2,740.2500     21,922.00                                     5.000     13,701.25
PROGRAM CAS145                                                                                                               PAGE  3
DATE 02/23/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0L4504
TIME 10:12 AM                                                                                                        ESTIMATE NO. 07
BID OPENING 05/13/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 02/20/09
R.E. NAME:  DAVID BALLENTINE, R.E.                                                                   DATE OF THIS ESTIMATE  02/23/09
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
50 ALTERNATIVE FLARED TERMINAL SYSTEM       EA      2,016.0300     22,176.33                                    12.000     24,192.36
51 ALTERNATIVE CRASH CUSHION SYSTEM         EA     24,046.0500     48,092.10         1.000    24,046.05          1.000     24,046.05
S)
52 CONCRETE BARRIER (TYPE 60,               LF        110.0800     72,652.80                                     0.000          0.00
   ARCHITECTURAL TREATMENT, TYPE 1)
53 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS      2,000.2500      2,000.25                                     0.000          0.00
S) SYSTEM ELEMENTS DURING CONSTRUCTION
PROGRAM CAS145                                                                                                               PAGE  4
DATE 02/23/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0L4504
TIME 10:12 AM                                                                                                        ESTIMATE NO. 07
BID OPENING 05/13/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 02/20/09
R.E. NAME:  DAVID BALLENTINE, R.E.                                                                   DATE OF THIS ESTIMATE  02/23/09
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                               51,165.04                1,267,256.36
         ADJUSTMENT OF COMPENSATION                                                                 0.00                   20,025.68
         EXTRA WORK                                                                             5,265.72                  102,384.61
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                                56,430.76                1,389,666.65
54 MOBILIZATION                             LS     42,857.0500     42,857.05                                     1.000     42,857.05
         ORIGINAL CONTRACT AMOUNT                               1,353,677.67
    TOTAL WORK COMPLETED                                                                       56,430.76                1,432,523.70
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                   -5,440.80
    TOTAL                                                                                      56,430.76                1,427,082.90
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                                                    MAXIMUM       CONTRACT        OVERBID
                                                     VALUE          PRICE         AMOUNT
023 CLEARING AND GRUBBING                          3,500.00       8,940.80       5,440.80
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
  06/24/08     345   07/09/08  07/09/08  04/19/10       106         47           49           0          PLANT ESTABLISHMENT PERI
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  DAVID BALLENTINE, R.E.
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                      PAGE 10
     DATE 02/23/09