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 08/15/13                                                    EST. NO.11
     TIME 09:45 AM
     R.E. NAME: ANDREW BRANDT                                          09-237704
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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 08/15/13                                                    EST. NO.11
     TIME 09:45 AM
     R.E. NAME: ANDREW BRANDT                                          09-237704
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     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     ANTICP.LD'S26D @8300      -215,800.00   07
     ANTIC.LIQ 30D @$8300      -249,000.00   08
     AMISSING CEM-4401          -10,000.00   09
     ANTICIP. LDS 167DAYS    -1,386,100.00   09
     ANTICP. LDS 34 DAYS       -282,200.00   10
     MISSING FINALCEM4401       -10,000.00   11
     RELEASE ALL ANTICLDS     2,133,100.00   11
                                                    2,123,100.00      -20,000.00
     EQUAL EMPLOYMENT OPPORTUNITY
     MISSING CEM-2402F          -10,000.00   11
                                                      -10,000.00      -10,000.00
     LABOR COMPLIANCE VIOLATION
     MISSING PAYROLLS            -1,000.00   04
     MISSING PAYROLLS           -10,000.00   05
     MISSING PAYROLLS           -10,000.00   06
     MISSING PAYROLLS           -10,000.00   07
                                                            0.00      -31,000.00
     LIQUIDATED DAMAGES
      280 DAYS @$ 8300/D     -2,324,000.00   11
                                                   -2,324,000.00   -2,324,000.00
                              TOTAL DEDUCTIONS       -210,900.00   -2,385,000.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 08/15/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               09-237704
TIME 09:45 AM                                                                                                        ESTIMATE NO. 11
BID OPENING 12/14/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/13/13
R.E. NAME:  ANDREW BRANDT                                                                            DATE OF THIS ESTIMATE  08/15/13
        LOCATION                                PROGRESS ESTIMATE AFTER ACCEPTANCE
09-MNO-395-118.7/119.6                          ----------------------------------
                                DISNEY CONSTRUCTION INC                                   IN MONO COUNTY NEAR TOPAZ LAKE
                                859 COWAN ROAD SUITE 3                                    FROM 1.7 MILES NORTH OF SR 89 TO
                                BURLINGAME CA 94513                                       0.9 MILES SOUTH OF THE NEVADA
                                                                                          BORDER
FED. AID NO. ACHS-NHP3(237)E  ,95-    (237)E
                                                                                          ROAD REALIGNMENT AND RETAINING WALL
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
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001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS        5,000.0000      5,000.00                                     0.500      2,500
002 TIME-RELATED OVERHEAD                    WDAY      5,500.0000    715,000.00                                   141.000    775,500
003 TEMPORARY REINFORCED SILT FENCE          LF            2.0000      9,000.00                                 4,560.000      9,120
004 CONSTRUCTION SITE MANAGEMENT             LS       50,000.0000     50,000.00                                     1.000     50,000
005 PREPARE STORM WATER POLLUTION            LS        3,000.0000      3,000.00                                     1.000      3,000
    PREVENTION PLAN
006 TEMPORARY FIBER ROLL                     LF            3.0000      1,500.00                                   225.000        675
007 TEMPORARY CONSTRUCTION ENTRANCE          EA        3,500.0000      7,000.00                                     1.000      3,500
008 TEMPORARY CHECK DAM                      LF            3.0000        150.00                                    50.000        150
009 TEMPORARY DRAINAGE INLET PROTECTION      EA          100.0000        900.00                                     9.000        900
010 STREET SWEEPING                          LS       30,000.0000     30,000.00                                     1.000     30,000
011 TEMPORARY CONCRETE WASHOUT (PORTABLE)    LS        5,000.0000      5,000.00                                     1.000      5,000
012 RAIN EVENT ACTION PLAN                   EA          500.0000      2,500.00                                     9.000      4,500
013 STORM WATER ANNUAL REPORT                EA        2,000.0000      2,000.00                                     1.000      2,000
014 STORM WATER SAMPLING AND ANALYSIS DAY    EA          200.0000      1,000.00                                     0.000          0
015 CONSTRUCTION AREA SIGNS                  LS      150,000.0000    150,000.00         0.050     7,500.00          1.000    150,000
016 CONSTRUCTION AREA SIGNS (LEFT IN PLACE)  LS       40,000.0000     40,000.00         0.250    10,000.00          1.000     40,000
017 TRAFFIC CONTROL SYSTEM                   LS      150,000.0000    150,000.00                                     1.000    150,000
018 TYPE III BARRICADE                       EA          100.0000      1,000.00                                    10.000      1,000
019 TEMPORARY TRAFFIC STRIPE (PAINT)         LF            0.7000      9,520.00                                14,297.000     10,007
020 CHANNELIZER (SURFACE MOUNTED)            EA           35.0000      4,550.00                                   130.000      4,550
021 FLASHING BEACON (PORTABLE)               EA        2,000.0000     24,000.00                                    12.000     24,000
022 PORTABLE CHANGEABLE MESSAGE SIGN         LS       25,000.0000     25,000.00                                     1.000     25,000
PROGRAM CAS145                                                                                                               PAGE  2
DATE 08/15/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               09-237704
TIME 09:45 AM                                                                                                        ESTIMATE NO. 11
BID OPENING 12/14/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/13/13
R.E. NAME:  ANDREW BRANDT                                                                            DATE OF THIS ESTIMATE  08/15/13
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
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023 TEMPORARY RAILING (TYPE K)               LF           12.0000    100,320.00       220.000     2,640.00      8,290.000     99,480
024 ABANDON CULVERT                          LF           55.0000     12,100.00                                   213.100     11,720
025 REMOVE MARKER                            EA            2.0000         32.00                                    16.000         32
026 REMOVE PAINTED TRAFFIC STRIPE            LF            4.0000      4,320.00                                   976.000      3,904
027 REMOVE ROADSIDE SIGN                     EA          100.0000      2,400.00                                    24.000      2,400
028 REMOVE DELINEATOR                        EA            2.0000        116.00                                    58.000        116
029 SALVAGE METAL BEAM GUARD RAILING         LF            5.0000     19,200.00                                 3,839.000     19,195
030 RESET ROADSIDE SIGN                      EA          200.0000        200.00         1.000       200.00          1.000        200
031 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD          6.0000      4,260.00                                   850.000      5,100
032 CLEARING AND GRUBBING                    LS       35,000.0000     35,000.00                                     1.000     35,000
033 DEVELOP WATER SUPPLY                     LS       15,000.0000     15,000.00                                     1.000     15,000
034 ROADWAY EXCAVATION                       CY           25.0000  1,035,000.00                                41,361.000  1,034,025
035 LEAD COMPLIANCE PLAN                     LS          600.0000        600.00                                     1.000        600
036 ROCK EXCAVATION                          CY           40.0000     41,600.00                                 1,040.000     41,600
037 ROCK SLOPE SCALING                       SQFT          0.3000     29,160.00                                97,116.000     29,134
038 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY          300.0000    190,200.00                                   634.000    190,200
(F)
039 STRUCTURE BACKFILL (SOLDIER PILE WALL)   CY           50.0000     44,200.00                                   884.000     44,200
(F)
040 SAND BACKFILL                            CY           50.0000      2,650.00                                    52.240      2,612
041 CONCRETE BACKFILL (SOLDIER PILE WALL)    CY          600.0000    153,000.00                                   255.000    153,000
(F)
042 DITCH EXCAVATION                         CY           70.0000      3,500.00                                    50.000      3,500
043 DUFF                                     SQYD          5.0000     97,000.00     1,302.200     6,511.00     18,950.200     94,751
044 EROSION CONTROL (DRY SEED) (SQFT)        SQFT          0.1000     12,400.00     3,399.000       339.90    131,156.000     13,115
045 EROSION CONTROL (PUNCHED STRAW) (SQFT)   SQFT          0.1500      7,650.00    52,872.000     7,930.80     58,555.000      8,783
046 ANCHORED WIRE MESH SYSTEM                SQFT          2.2000    213,840.00                               100,873.000    221,920
047 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA        2,000.0000      6,000.00                                     3.000      6,000
048 EROSION CONTROL (HYDROSEED) (SQFT)       SQFT          0.1300     12,636.00                                97,200.000     12,636
049 ROLLED EROSION CONTROL PRODUCT           SQFT          0.3000     66,300.00       745.000       223.50    223,692.000     67,107
    (BLANKET)
PROGRAM CAS145                                                                                                               PAGE  3
DATE 08/15/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               09-237704
TIME 09:45 AM                                                                                                        ESTIMATE NO. 11
BID OPENING 12/14/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/13/13
R.E. NAME:  ANDREW BRANDT                                                                            DATE OF THIS ESTIMATE  08/15/13
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
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050 ROCK DOWELS                              EA          800.0000    760,000.00                                 1,131.000    904,800
051 FINISHING ROADWAY                        LS       50,000.0000     50,000.00         1.000    50,000.00          1.000     50,000
052 CLASS 2 AGGREGATE BASE                   CY           70.0000    130,900.00                                 2,638.000    184,660
053 HOT MIX ASPHALT (TYPE A)                 TON         110.0000  1,071,400.00                                 8,629.440    949,238
054 SHOULDER RUMBLE STRIP                    STA          30.0000      2,460.00                                    81.480      2,444
    (HMA,GROUND-IN INDENTATIONS)
055 CENTERLINE RUMBLE STRIP                  STA          35.0000        840.00                                    23.500        822
    (HMA, GROUND-IN INDENTATIONS)
056 PLACE HOT MIX ASPHALT                    SQYD        350.0000      6,650.00                                    19.200      6,720
    (MISCELLANEOUS AREA)
057 TACK COAT                                TON       2,500.0000     12,500.00                                     8.978     22,445
058 36" DRILLED HOLE                         LF          300.0000    854,700.00                                 2,849.000    854,700
059 PRECAST CONCRETE SOLDIER PILE            LF          120.0000    532,080.00                                 4,434.000    532,080
    (24" X 24")
060 TIEBACK ANCHOR                           EA        4,500.0000    841,500.00                                   187.000    841,500
061 CONCRETE LAGGING                         SQFT         70.0000  1,526,000.00                                21,800.000  1,526,000
(F)
062 STRUCTURAL CONCRETE, BARRIER SLAB        CY          400.0000     98,400.00                                   246.000     98,400
(F)
063 MINOR CONCRETE (MINOR STRUCTURE)         CY        1,000.0000     25,000.00                                    24.630     24,630
(F)
064 ARCHITECTURAL TEXTURE                    SQFT          8.0000    174,400.00                                21,800.000    174,400
(F) (RETANGULAR CUT STONE)
065 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         25.0000        875.00        35.000       875.00         35.000        875
    (0.063"-UNFRAMED)
066 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         30.0000      1,440.00        48.000     1,440.00         48.000      1,440
    (0.080"-UNFRAMED)
067 ROADSIDE SIGN (TURNABLE METAL POST)      EA        2,000.0000      6,000.00         3.000     6,000.00          3.000      6,000
068 ROADSIDE SIGN - ONE POST                 EA          200.0000        600.00         3.000       600.00          3.000        600
069 PREPARE AND STAIN CONCRETE               SQFT          2.0000     43,600.00                                21,800.000     43,600
070 24" ALTERNATIVE PIPE CULVERT             LF          350.0000    157,500.00                                   447.000    156,450
071 54" REINFORCED CONCRETE PIPE             LF          800.0000     96,000.00                                   120.000     96,000
072 36" CORRUGATED STEEL PIPE INLET          LF          400.0000     16,400.00                                    40.280     16,112
    (.138" THICK)
073 54" CONCRETE FLARED END SECTION          EA        5,000.0000      5,000.00                                     1.000      5,000
074 24" ALTERNATIVE FLARED END SECTION       EA        1,000.0000      3,000.00                                     3.000      3,000
075 ROCK SLOPE PROTECTION                    CY          125.0000      6,375.00                                    50.400      6,300
    (1/2 TON, METHOD B)
076 ROCK SLOPE PROTECTION                    CY          125.0000      8,875.00                                    70.700      8,837
    (BACKING NO. 2, METHOD B)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 08/15/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               09-237704
TIME 09:45 AM                                                                                                        ESTIMATE NO. 11
BID OPENING 12/14/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/13/13
R.E. NAME:  ANDREW BRANDT                                                                            DATE OF THIS ESTIMATE  08/15/13
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
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077 ROCK SLOPE PROTECTION FABRIC             SQYD          5.0000      1,100.00                                   217.100      1,085
078 MINOR CONCRETE (GUTTER)                  CY        1,000.0000     37,000.00                                    37.000     37,000
(F)
079 MISCELLANEOUS IRON AND STEEL             LB            5.0000      6,450.00                                 1,290.000      6,450
(F)
080 DELINEATOR (CLASS 2)                     EA           45.0000      2,610.00        60.000     2,700.00         60.000      2,700
081 MILEPOST MARKER                          EA           65.0000        390.00         6.000       390.00          6.000        390
082 MARKER (CULVERT)                         EA           50.0000        700.00        15.000       750.00         15.000        750
083 OBJECT MARKER (TYPE L-2)                 EA           50.0000        400.00         8.000       400.00          8.000        400
084 METAL BEAM GUARD RAILING (STEEL POST)    LF           20.0000     87,800.00       175.000     3,500.00      4,275.000     85,500
085 CABLE RAILING                            LF           18.0000     20,700.00     1,149.200    20,685.60      1,149.200     20,685
(F)
086 TERMINAL ANCHOR ASSEMBLY (TYPE SFT)      EA          700.0000        700.00                                     1.000        700
087 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        3,000.0000      3,000.00         3.000     9,000.00          3.000      9,000
088 PAINT TRAFFIC STRIPE (2-COAT)            LF            1.8000     28,980.00                                15,985.000     28,773
089 PAVEMENT MARKER                          EA           15.0000      5,550.00                                   370.000      5,550
    (RETROREFLECTIVE-RECESSED)
090 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS      100,000.0000    100,000.00                                     1.000    100,000
    SYSTEM ELEMENTS DURING CONSTRUCTION
PROGRAM CAS145                                                                                                               PAGE  5
DATE 08/15/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               09-237704
TIME 09:45 AM                                                                                                        ESTIMATE NO. 11
BID OPENING 12/14/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/13/13
R.E. NAME:  ANDREW BRANDT                                                                            DATE OF THIS ESTIMATE  08/15/13
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
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    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              131,685.80               10,222,775.15
         ADJUSTMENT OF COMPENSATION                                                                 0.00                   80,000.00
         EXTRA WORK                                                                                 0.00                  160,631.43
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               131,685.80               10,463,406.58
091 MOBILIZATION                             LS    1,000,000.0000  1,000,000.00                                     1.000  1,000,000
         ORIGINAL CONTRACT AMOUNT                              11,072,679.00
    TOTAL WORK COMPLETED                                                                      131,685.80               11,463,406.58
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                          -210,900.00               -2,385,000.00
    TOTAL                                                                                     -79,214.20                9,078,406.58
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                              N O N E
DATE CONTR CONTRACT DATE WORK   BEGIN    JOB COM-    WORKING   WEATHER NON-   C.C.O.       OTHER        PERCENT     PERCENT TIME
 APPROVED    DAYS    STARTED   CONSTR   PLETED ON     DAYS     WORKING DAYS    DAYS        DAYS        COMPLETED       ELAPSED
  03/28/12     130   04/23/12  04/23/12  08/13/13       141          0           11           0            100%           100%
                                                                                  ANDREW BRANDT
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 08/15/13