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 09/19/16                                                  EST. NO. 083
     TIME 03:48 PM
     R.E. NAME: RE, SHARI                                              02-378904
     ---------------------------------------------------------------------------
     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 0127       3,576.88 E.W. @ F.A.(+) 090616 N 009001
         0128       1,430.74                090916 N 009002
     042 0029       1,149.96 E.W. @ U.P (+) 090516 N 009003
     062 0017       2,025.65 E.W. @ F.A.(+) 083116 N 009004
         0018         778.85                090116 N 009005
                    8,962.08  TOTAL THIS ESTIMATE
                4,441,115.81  TOTAL PREVIOUS ESTIMATE
                4,450,077.89  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 09/19/16                                                  EST. NO. 083
     TIME 03:48 PM
     R.E. NAME: RE, SHARI                                              02-378904
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     VIOLATION OF 5/1          -295,449.00  008
     VIOLOATION OF 5/1/01      -125,140.72  009
     VIOLATION OF 5-1.01       -183,178.80  010
     RETURN VIOLAT 5/1/01       112,737.02  011
     VIOLATION OF 5-1.01        -46,448.08  012
     RTN PARTIAL 5-1.01         176,637.11  013
     RETURN PARTIA 5-1.01        34,284.38  014
     VIOLATION OF 5-1.01         -5,498.44  015
     RETURN VIO OF 5-1.01         2,284.38  016
     RETURN 5-1.01 DEDUCT       329,772.15  017
     RESTAKING CHARGES           -3,550.00  035
     MISSING 2012 CEM4401       -10,000.00  039
     MISSNG SWPPP DOC3/13       -10,000.00  041
     RETRN SWPPP DOC 3/13        10,000.00  043
     REC'D 2012 CEM4401          10,000.00  044
     OUT OF SPEC CONCRETE        -1,044.00  047
     OUT OF SPEC HMA            -10,000.00  058
     OUT-OF-SPEC CONCRETE        -5,115.60  065
     OUT-OF-SPEC HMA             10,000.00  070
     PROGRESS WITHHOLD       -3,199,012.70  072
     PROGRESS WITHHOLD          -36,149.46  073
     OUT-OF-CA INSP (151)        -5,000.00  074
     PROGRESS WITHHOLD         -104,649.50  074
     PROGRESS WITHHOLD          -72,044.13  075
     PROGRESS WITHHOLD          -86,652.40  076
     PROGRESS WITHHOLD          -90,004.65  077
     PROGRESS WITHHOLD         -102,016.89  078
     PROGRESS WITHHOLD          -68,093.98  079
     PROGRESS WITHHOLD          -66,768.40  080
     OUT-OF-SPEC BAS ROCK        -2,100.00  081
     PROGRESS WITHHOLD          -85,955.98  081
     PROGRESS WITHHOLD          -77,060.42  082
     PROGRESS WITHHOLD         -111,200.79  083
                                                     -111,200.79   -4,116,418.90
     EQUAL EMPLOYMENT OPPORTUNITY
     MISSING FHWA1391           -10,000.00  083
                                                      -10,000.00      -10,000.00
     LABOR COMPLIANCE VIOLATION
     PER LTR DATED 1/10          -5,000.00  003
     RETURN 1/10 DEDUCT           5,000.00  006
     PER 07/10 LTR              -10,000.00  008
     RET 07/10 DEDUCT            10,000.00  009
     PER LTR DATED 10/10         -1,000.00  011
     PER LTR DATED 11/10        -10,000.00  012
     RETURN DUDUCT 10/10          1,000.00  012
     PROGRAM CAS145   S C H E D U L E   O F   D E D U C T I O N S    PAGE NO.  2
     DATE 09/19/16                                                  EST. NO. 083
     TIME 03:48 PM
     R.E. NAME: RE, SHARI                                              02-378904
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     PER LTR DATED 1/11         -10,000.00  015
     PER LTR DATED 2/11          -5,000.00  016
     RETURN DEDUCT 11/10         10,000.00  016
     PER LTR DATED 3/11          -2,000.00  018
     RETURN DEDUCT 1/11          10,000.00  018
     PER LTR DATED 5/11          -2,000.00  019
     PER LTR DATED 4/11          -5,000.00  019
     RETURN DEDUCT 2/11           5,000.00  019
     PER LTR DATED 8/11         -10,000.00  022
     RETURN DEDUCT 3/11           2,000.00  022
     PER LTR DATED 10/11        -10,000.00  024
     PER LTR DATED 11/11         -3,000.00  025
     PER LTR DATED 4/12         -10,000.00  030
     PER LTR DATED 7/12         -10,000.00  033
     RETURN DEDUCT 4/11           5,000.00  033
     RETURN DEDUCT 5/11           2,000.00  033
     PER LTR DATED 8/12          -3,000.00  034
     PER LTR DATED 9/12          -1,000.00  035
     RETURN DEDUCT 7/12          10,000.00  035
     PER LTR DATED 11/12        -10,000.00  037
     PER LTR DATED 2/13         -10,000.00  040
     DEDUCT PER LTR 4/13        -10,000.00  042
     RETURN DEDUCT 8/11          10,000.00  042
     RETURN DEDUCT 10/11         10,000.00  042
     RETURN DEDUCT 11/11          3,000.00  042
     RETURN DEDUCT 4/12          10,000.00  042
     RETURN DEDUCT 9/12           1,000.00  042
     RETURN DEDUCT 11/12         10,000.00  042
     PER LTR DATED 7/13         -10,000.00  045
     PER LTR DATED 9/13         -10,000.00  047
     PER LTR DATED 11/13         -6,000.00  049
     RTN DEDUCT 2/13             10,000.00  049
     RETURN DEDUCT 8/12           3,000.00  051
     PER LTR DATED 2/14          -9,000.00  052
     RETURN DEDUCT 9/13          10,000.00  052
     DEDUCT PER LTR 3/14         -2,000.00  053
     RETURN DEDUCT 2/14           9,000.00  053
     PER LTR DATED 4/14         -10,000.00  054
     RETURN DEDUCT 4/13          10,000.00  056
     RETURN DEDUCT 7/13          10,000.00  056
     PER LTR DATED 7/14         -10,000.00  057
     RETURN DEDUCT 3/14           2,000.00  057
     RETURN DEDUCT 4/14          10,000.00  058
     RETURN DEDUCT 7/14          10,000.00  058
     RETURN EDUCT 11/13           6,000.00  058
     PER LTR DATED 9/14         -10,000.00  059
     PER LTR DATED 11/14         -7,000.00  061
     PER LTR DATED 12/14        -10,000.00  062
     RETURN DEDUCT 11/14          7,000.00  062
     PER LTR DATED 1/15          -1,000.00  063
     RETURN DEDUCT 9/14          10,000.00  063
     PROGRAM CAS145   S C H E D U L E   O F   D E D U C T I O N S    PAGE NO.  3
     DATE 09/19/16                                                  EST. NO. 083
     TIME 03:48 PM
     R.E. NAME: RE, SHARI                                              02-378904
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     PER LTR DATED 2/15          -1,000.00  064
     RTN DEDUCT 12/14            10,000.00  065
     PER LTR DATED 4/15          -1,000.00  066
     RETURN DEDUCT 1/15           1,000.00  066
     RETURN DEDUCT 2/15           1,000.00  066
     RETURN 4/15 DEDUCT           1,000.00  067
     PER LTR DATED 11/15         -4,000.00  073
     PER LTR DATED 1/16         -10,000.00  075
     PER LTR DATED 2/16          -5,000.00  076
     PER LTR DATED 3/16          -3,000.00  077
     RTN DEDUCT 2/16              5,000.00  077
     RTN 11/15 DEDUCT             4,000.00  078
     PER LTR DATED 5/16          -4,000.00  079
     RTN DEDUCT 1/16             10,000.00  079
     PER LTR DATED 6/16         -10,000.00  080
     RTN DEDUCT 3/16              3,000.00  080
     PER LTR DATED 7/16         -10,000.00  081
     PER LTR DATED 8/16          -8,000.00  082
     RTN DEDUCT 5/16              4,000.00  082
     RTN DEDUCT 7/16             10,000.00  082
     PER LTR DATED 9/16          -8,000.00  083
                                                       -8,000.00      -26,000.00
     LIQUIDATED DAMAGES
     ANTICIPATED LD'S        -2,698,669.24  067
     9 DAYS @ $25,700/DAY      -231,300.00  067
     ANTICIPATED LD'S         2,698,669.24  068
     ANTICIPATED LD'S        -1,930,000.00  068
     6/15 31 DAYS @ 25700      -796,700.00  068
     ANTICIPATED LD'S         1,930,000.00  069
     ANTICIPATED LD'S        -1,195,000.00  069
     7/15 30 DAYS @$25700      -771,000.00  069
     ANTICIPATED LD'S         1,195,000.00  070
     ANTICIPATED LD'S          -520,000.00  070
     8/15 31 DAYS @$25700      -796,700.00  070
     ANTICIPATED LD'S           520,000.00  071
     9/15 31DAYS@$25700        -796,700.00  071
     RETURN LD'S              3,392,400.00  072
                                                            0.00            0.00
                              TOTAL DEDUCTIONS       -129,200.79   -4,152,418.90
PROGRAM CAS145                                                                                                               PAGE  1
DATE 09/19/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 03:48 PM                                                                                                       ESTIMATE NO. 083
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/16
R.E. NAME:  RE, SHARI                                                                                DATE OF THIS ESTIMATE  09/19/16
        LOCATION                                     RERUN PROGRESS ESTIMATE
02-SHA-5-R39.5/R40.8                                 -----------------------
                                TUTOR SALIBA CORPORATION                                  IN SHASTA COUNTY NEAR LAKEHEAD FROM
                                15901 OLDEN STREET                                        0.3 KM NORTH OF ANTLER SUMMIT
                                SYLMAR CA 91342                                           OVERCROSSING TO 0.5 KM NORTH OF
                                                                                          ANTLER UNDERPASS
FED. AID NO. ACBR-058(337)N  ,NH-058(337)N
                                                                                          BRIDGE REPLACEMENT
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS       10,000.0000     10,000.00                                     0.750      7,500
002 SMALL BUSINESS UTILIZATION REPORT        EA          250.0000      5,750.00                                     1.000        250
003 TIME-RELATED OVERHEAD                    WDAY      8,500.0000 11,050,000.00                                 1,300.000 11,050,000
004 TEMPORARY FENCE (TYPE ESA)               M            16.0000     34,560.00        61.000       976.00      2,510.000     40,160
005 TEMPORARY INLET                          EA        2,600.0000      5,200.00                                     4.000     10,400
006 600 MM TEMPORARY CULVERT                 M           375.0000     48,750.00                                   347.600    130,350
007 1050 MM TEMPORARY CULVERT                M         1,600.0000      4,800.00                                     0.000          0
008 TEMPORARY ACTIVE TREATMENT SYSTEM        LS      510,000.0000    510,000.00                                     1.000    510,000
009 CONSTRUCTION SITE MANAGEMENT             LS        5,000.0000      5,000.00                                     1.000      5,000
010 PREPARE STORM WATER POLLUTION            LS        3,500.0000      3,500.00                                     0.900      3,150
    PREVENTION PLAN
011 TEMPORARY FIBER ROLL                     M            13.0000     38,220.00                                 3,701.000     48,113
012 TEMPORARY SILT FENCE                     M            38.0000     51,300.00                                 4,652.520    176,795
013 TEMPORARY GRAVEL BAG BERM                M            48.0000     31,680.00                                 4,914.400    235,891
014 TEMPORARY CONSTRUCTION ENTRANCE          EA        2,000.0000     40,000.00                                    11.000     22,000
015 TEMPORARY COVER                          M2            2.3500     49,350.00                                42,275.100     99,346
016 TEMPORARY CHECK DAM                      M            51.0000     15,810.00                                 1,364.300     69,579
017 MOVE-IN/MOVE-OUT                         EA        1,000.0000     15,000.00                                     7.000      7,000
    (TEMPORARY EROSION CONTROL)
018 TEMPORARY DRAINAGE INLET PROTECTION      EA          500.0000     18,500.00                                    29.000     14,500
019 TEMPORARY HYDRAULIC MULCH                M2            1.2000     65,880.00                                57,809.000     69,370
    (POLYMER STABILIZED FIBER MATRIX)
020 STREET SWEEPING                          LS      247,000.0000    247,000.00                                     1.000    247,000
021 TEMPORARY CONCRETE WASHOUT (PORTABLE)    LS       30,000.0000     30,000.00                                     1.000     30,000
022 TEMPORARY SOIL BINDER                    M2            0.1200     21,000.00                                58,863.000      7,063
PROGRAM CAS145                                                                                                               PAGE  2
DATE 09/19/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 03:48 PM                                                                                                       ESTIMATE NO. 083
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/16
R.E. NAME:  RE, SHARI                                                                                DATE OF THIS ESTIMATE  09/19/16
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
023 CONSTRUCTION AREA SIGNS                  LS       50,000.0000     50,000.00         0.075     3,750.00          0.950     47,500
024 TRAFFIC CONTROL SYSTEM                   LS      480,000.0000    480,000.00         0.022    10,560.00          0.978    469,440
025 TRAFFIC CONTROL SURVEILLANCE             WDAY      1,150.0000    207,000.00         3.000     3,450.00         28.000     32,200
026 TEMPORARY PAVEMENT MARKING (PAINT)       M2           65.0000      3,055.00        11.700       760.50         95.550      6,210
027 TEMPORARY PAVEMENT MARKING (TAPE)        M2           86.0000      1,032.00                                     0.000          0
028 TEMPORARY TRAFFIC STRIPE (PAINT)         M             2.4000     84,480.00     5,436.000    13,046.40     55,447.000    133,072
029 CHANNELIZER (SURFACE MOUNTED)            EA           35.0000     15,400.00        82.000     2,870.00        731.000     25,585
030 TEMPORARY CHANNEL MARKING                LS       70,000.0000     70,000.00                                     0.900     63,000
031 PORTABLE CHANGEABLE MESSAGE SIGN         LS      276,000.0000    276,000.00         0.015     4,140.00          0.971    267,996
032 PORTABLE RADAR TRAILER                   LS       65,000.0000     65,000.00         0.012       780.00          0.975     63,375
033 TEMPORARY RAILING (TYPE K)               M            71.0000    581,490.00     1,904.000   135,184.00     11,413.800    810,379
034 TEMPORARY CRASH CUSHION MODULE           EA          318.0000     41,340.00        42.000    13,356.00        196.000     62,328
035 ABANDON CULVERT                          EA        6,200.0000     62,000.00                                     8.000     49,600
036 REMOVE CHAIN LINK FENCE                  M            22.0000     12,320.00                                   480.600     10,573
037 REMOVE METAL BEAM GUARD RAILING          M            30.0000     18,300.00       127.100     3,813.00        638.500     19,155
038 REMOVE YELLOW TRAFFIC STRIPE             M             5.0000     13,200.00     1,171.000     5,855.00     12,752.000     63,760
039 REMOVE WHITE TRAFFIC STRIPE              M             5.0000     73,500.00     1,208.000     6,040.00     13,163.000     65,815
040 REMOVE PAVEMENT MARKING                  M2           32.0000      1,504.00        11.700       374.40         58.500      1,872
041 REMOVE PAVEMENT MARKER                   EA            1.0000        270.00                                   607.000        607
042 REMOVE ROADSIDE SIGN                     EA          450.0000      7,650.00                                     7.000      3,150
043 REMOVE ROADSIDE SIGN PANEL               EA          500.0000      1,000.00                                     0.000          0
044 REMOVE OVERSIDE DRAIN                    EA        1,600.0000      6,400.00                                     3.000      4,800
045 REMOVE CULVERT                           EA        1,860.0000     24,180.00                                     4.000      7,440
046 REMOVE INLET                             EA        1,700.0000     34,000.00                                     8.000     13,600
047 REMOVE STANDPIPE                         EA        1,300.0000      2,600.00                                     2.000      2,600
048 ADJUST INLET                             EA        1,600.0000      6,400.00                                     3.000      4,800
049 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2            7.0000     66,010.00       234.200     1,639.40      6,232.200     43,625
PROGRAM CAS145                                                                                                               PAGE  3
DATE 09/19/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 03:48 PM                                                                                                       ESTIMATE NO. 083
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/16
R.E. NAME:  RE, SHARI                                                                                DATE OF THIS ESTIMATE  09/19/16
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
050 REMOVE CONCRETE BARRIER                  M            62.0000    114,080.00                                 1,786.000    110,732
051 PREPARE CONCRETE BRIDGE DECK SURFACE     M2            5.0000     92,000.00    18,400.000    92,000.00     18,400.000     92,000
052 SOFFIT OPENING HATCH                     EA       29,000.0000    116,000.00                                     3.000     87,000
053 CAP INLET                                EA        1,400.0000      9,800.00                                     4.000      5,600
054 REMOVE CRASH CUSHION                     EA          450.0000        450.00                                     1.000        450
055 BRIDGE REMOVAL (SUPERSTRUCTURE)          LS    2,500,000.0000  2,500,000.00         0.005    12,500.00          0.015     37,500
056 BRIDGE REMOVAL (SUBSTRUCTURE)            LS    1,000,000.0000  1,000,000.00                                     0.010     10,000
057 CLEARING AND GRUBBING                    LS      277,000.0000    277,000.00                                     1.000    277,000
058 ROADWAY EXCAVATION                       M3           48.0000 11,424,000.00     9,143.000   438,864.00    242,859.000 11,657,232
059 LEAD COMPLIANCE PLAN                     LS        6,000.0000      6,000.00         0.500     3,000.00          0.500      3,000
060 STRUCTURE EXCAVATION (BRIDGE)            M3           30.0000     61,800.00                                 2,113.500     63,405
(F)
061 STRUCTURE EXCAVATION (TYPE D)            M3          100.0000     10,000.00                                   100.000     10,000
(F)
062 STRUCTURE EXCAVATION (RETAINING WALL)    M3           50.0000     20,550.00                                   411.000     20,550
(F)
063 STRUCTURE BACKFILL (BRIDGE)              M3           78.0000     79,560.00                                 1,020.000     79,560
(F)
064 STRUCTURE BACKFILL (RETAINING WALL)      M3           67.0000     23,852.00                                   341.140     22,856
(F)
065 PREPARE HOLE                             EA          130.0000     28,600.00                                   135.000     17,550
066 ROCK AND OTHER SURFACE STAINING          M2           30.0000     80,100.00                                     0.000          0
067 SOIL MANAGEMENT PLAN                     LS       10,000.0000     10,000.00                                     1.000     10,000
068 MULCH                                    M2            5.0000     75,500.00                                 9,876.000     49,380
069 EROSION CONTROL (TYPE D1)                M2            3.0000    321,000.00    20,235.000    60,705.00     37,918.000    113,754
070 EROSION CONTROL (TYPE D2)                M2            3.0000     54,000.00                                17,978.000     53,934
071 FIBER ROLLS                              M            10.0000     61,700.00                                     0.000          0
072 COMPOST, INCORPORATE                     M2            6.7000    716,900.00                                18,014.900    120,699
073 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA        1,000.0000      6,000.00         1.000     1,000.00         10.000     10,000
074 200 MM CORRUGATED HIGH DENSITY           M            89.0000     10,680.00                                     0.000          0
    POLYETHYLENE PIPE CONDUIT
075 CLASS 2 AGGREGATE BASE                   M3           68.0000    992,800.00                                12,249.230    832,947
076 CEMENT TREATED PERMEABLE BASE            M3           86.0000    382,700.00                                 2,597.820    223,412
PROGRAM CAS145                                                                                                               PAGE  4
DATE 09/19/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 03:48 PM                                                                                                       ESTIMATE NO. 083
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/16
R.E. NAME:  RE, SHARI                                                                                DATE OF THIS ESTIMATE  09/19/16
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
077 HOT MIX ASPHALT                          TONN         82.0000  2,492,800.00        30.840     2,528.88     22,211.170  1,821,315
078 SHOULDER RUMBLE STRIP                    STA       1,640.0000     45,920.00                                     0.000          0
    (HMA,GROUND-IN INDENTATIONS)
079 PLACE HOT MIX ASPHALT DIKE (TYPE A)      M            40.0000     24,800.00                                   465.000     18,600
080 PLACE HOT MIX ASPHALT DIKE (TYPE C)      M            50.0000      2,300.00                                     0.000          0
081 PLACE HOT MIX ASPHALT DIKE (TYPE F)      M            50.0000      8,000.00                                     0.000          0
082 PLACE HOT MIX ASPHALT                    M2           26.0000        988.00                                    28.830        749
    (MISCELLANEOUS AREA)
083 FURNISH STEEL PILING (HP 250 X 62)       M            75.0000     20,850.00                                   296.300     22,222
084 DRIVE STEEL PILE (HP 250 X 62)           EA        3,200.0000    121,600.00                                    38.000    121,600
085 37XX MM PERMANENT STEEL CASING           M        45,000.0000  6,165,000.00                                   138.400  6,228,000
086 600 MM CAST-IN-DRILLED-HOLE CONCRETE     M         4,050.0000  1,737,450.00                                   429.000  1,737,450
    PILING
087 3700 MM CAST-IN-DRILLED-HOLE CONCRETE    M        42,500.0000  5,822,500.00                                   137.700  5,852,250
    PILING
088 3500 MM CAST-IN-DRILLED-HOLE CONCRETE    M        22,000.0000  4,268,000.00                                   147.846  3,252,612
    PILING (ROCK SOCKET)
089 AQUATIC SOUND ATTENUATION SYSTEM         LS            1.0000          1.00                                     0.000          0
090 LOAD TEST PILE                           LS    7,000,000.0000  7,000,000.00                                     1.000  7,000,000
091 PRESTRESSING CAST-IN-PLACE CONCRETE      LS    5,400,000.0000  5,400,000.00                                     1.000  5,400,000
    (SEGMENTAL & PIER TABLE TENDONS)
092 PRESTRESSING CAST-IN-PLACE CONCRETE      LS      450,000.0000    450,000.00                                     1.000    450,000
    (TRANSVERSE DECK TENDONS)
093 PRESTRESSING CAST-IN-PLACE CONCRETE      LS       70,000.0000     70,000.00                                     1.000     70,000
    (HIGH STRENGTH BARS-EPOXY COATED)
094 STRUCTURAL CONCRETE, BRIDGE FOOTING      M3        1,000.0000    355,000.00                                   355.000    355,000
(F)
095 STRUCTURAL CONCRETE, BRIDGE              M3        1,144.0000  3,523,520.00                                 3,080.000  3,523,520
(F)
096 STRUCTURAL CONCRETE, BRIDGE (PIERS 2.5)  M3          990.0000  1,326,600.00                                 1,340.000  1,326,600
(F) BOX GIRDER (134')
097 STRUCTURAL CONCRETE, BRIDGE (PIERS 3,4)  M3        1,138.0000  3,800,920.00                                 3,340.000  3,800,920
(F)
098 STRUCTURAL CONCRETE, BRIDGE              M3        1,000.0000 19,700,000.00                                19,607.900 19,607,900
(F) (SEGMENTAL BOX GIRDER)
099 STRUCTURAL CONCRETE, RETAINING WALL      M3        1,300.0000    179,400.00                                   138.000    179,400
(F)
100 STRUCTURAL CONCRETE, APPROACH SLAB       M3          700.0000    147,000.00                                   210.000    147,000
(F) (TYPE N MODIFIED)
101 MINOR CONCRETE (MINOR STRUCTURE)         M3        3,000.0000    154,800.00         1.290     3,870.00         44.730    134,190
(F)
102 PERMEABLE MATERIAL (SAND TRAP)           M3          700.0000      2,100.00                                     3.080      2,156
103 FILTER FABRIC (SAND TRAP)                M2           10.0000        220.00                                    21.800        218
PROGRAM CAS145                                                                                                               PAGE  5
DATE 09/19/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 03:48 PM                                                                                                       ESTIMATE NO. 083
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/16
R.E. NAME:  RE, SHARI                                                                                DATE OF THIS ESTIMATE  09/19/16
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
104 ARCHITECTURAL TEXTURE (BASS RELIEF)      M2          440.0000    233,200.00                                   530.000    233,200
(F)
105 ARCHITECTURAL TEXTURE (DRY STACK)        M2          255.0000     96,645.00                                   379.000     96,645
(F)
106 PRECAST CONCRETE BAT HOUSE               EA        8,000.0000    128,000.00                                    16.000    128,000
107 FURNISH POLYESTER CONCRETE OVERLAY       M3        2,785.0000  1,030,450.00       390.980 1,088,879.30        390.980  1,088,879
108 PLACE POLYESTER CONCRETE OVERLAY         M2           15.0000    276,000.00    18,400.000   276,000.00     18,400.000    276,000
109 PTFE SPHERICAL BEARING                   EA       29,000.0000    232,000.00                                     8.000    232,000
110 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M         5,000.0000    315,000.00                                    62.600    313,000
111 BAR REINFORCING STEEL (BRIDGE)           KG            1.2600  2,104,200.00                             1,640,259.000  2,066,726
(F)
112 BAR REINFORCING STEEL (RETAINING WALL)   KG            1.6500     16,434.00                                 9,960.000     16,434
(F)
113 BAR REINFORCING STEEL, BRIDGE            KG            1.3900  3,579,250.00                             2,575,000.000  3,579,250
(F) (SUPERSTRUCTURE)
114 BAR REINFORCING STEEL (EPOXY COATED)     KG            2.0200  3,217,860.00                             1,593,000.000  3,217,860
(F) (BRIDGE)
115 HEADED BAR REINFORCEMENT                 EA           36.0000    330,840.00                                 9,190.000    330,840
(F)
116 FURNISH LAMINATED PANEL SIGN             M2          170.0000     10,880.00                                     0.000          0
    (63.5 MM-TYPE B)
117 FURNISH SINGLE SHEET ALUMINUM SIGN       M2          100.0000        600.00                                     2.370        237
    (1.6 MM-UNFRAMED)
118 FURNISH SINGLE SHEET ALUMINUM SIGN       M2          110.0000        550.00                                     4.460        490
    (2.0 MM-UNFRAMED)
119 FURNISH SINGLE SHEET ALUMINUM SIGN       M2          150.0000        900.00                                     0.000          0
    (1.6 MM-FRAMED)
120 FURNISH SINGLE SHEET ALUMINUM SIGN       M2          160.0000      2,720.00                                     0.000          0
    (2.0 MM-FRAMED)
121 ROADSIDE SIGN - ONE POST                 EA          300.0000      1,500.00                                     0.000          0
122 ROADSIDE SIGN - TWO POST                 EA          500.0000      2,000.00                                     0.000          0
123 INSTALL ROADSIDE SIGN                    EA        1,700.0000     10,200.00                                     0.000          0
    (LAMINATED WOOD BOX POST)
124 WORK AREA MONITORING                     LS       20,000.0000     20,000.00                                     0.000          0
125 PREPARE AND PAINT CONCRETE               M2           75.0000     28,425.00                                   381.560     28,617
126 450 MM ALTERNATIVE PIPE CULVERT          M           600.0000      1,800.00                                     6.700      4,020
127 600 MM ALTERNATIVE PIPE CULVERT          M           400.0000    216,000.00        38.700    15,480.00        432.400    172,960
128 750 MM ALTERNATIVE PIPE CULVERT          M           900.0000    153,000.00                                   165.100    148,590
129 900 MM ALTERNATIVE PIPE CULVERT          M           460.0000     26,220.00                                    85.700     39,422
130 1050 MM ALTERNATIVE PIPE CULVERT         M           600.0000     14,400.00                                    17.400     10,440
PROGRAM CAS145                                                                                                               PAGE  6
DATE 09/19/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 03:48 PM                                                                                                       ESTIMATE NO. 083
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/16
R.E. NAME:  RE, SHARI                                                                                DATE OF THIS ESTIMATE  09/19/16
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
131 200 MM PERFORATED PLASTIC                M           100.0000    237,000.00                                 1,634.600    163,460
    PIPE UNDERDRAIN
132 80 MM PLASTIC PIPE (EDGE DRAIN)          M            43.0000     73,100.00                                   902.400     38,803
133 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET)   M            94.0000     15,040.00                                   128.400     12,069
134 600 MM DOWNDRAIN SLIP JOINT              EA          425.0000      1,275.00                                     2.000        850
135 750 MM DOWNDRAIN SLIP JOINT              EA          520.0000        520.00                                     1.000        520
136 600 MM ANCHOR ASSEMBLY                   EA          475.0000     11,400.00                                    16.000      7,600
137 750 MM ANCHOR ASSEMBLY                   EA          500.0000      2,500.00                                     5.000      2,500
138 CABLE ANCHORAGE SYSTEM                   M           143.0000     21,450.00                                    90.000     12,870
139 600 MM ALTERNATIVE PIPE DOWNDRAIN        M           206.0000     24,720.00        30.500     6,283.00        104.500     21,527
140 750 MM ALTERNATIVE PIPE DOWNDRAIN        M           340.0000      7,820.00                                    19.000      6,460
141 900 MM CORRUGATED STEEL PIPE INLET       M         1,200.0000     13,200.00                                     6.600      7,920
    (2.01 MM THICK)
142 WELDED STEEL PIPE CASING (BRIDGE)        M           300.0000     18,600.00                                    74.500     22,350
143 600 MM ALTERNATIVE FLARED END SECTION    EA          140.0000        420.00         1.000       140.00          1.000        140
144 900 MM DEBRIS RACK CAGE (H = 1.8 M)      KG          100.0000     12,640.00                                    94.800      9,480
(F)
145 ROCK SLOPE PROTECTION (75MM, METHOD B)   M3          148.0000     26,640.00                                   104.240     15,427
146 ROCK MASONRY ENERGY DISSIPATOR           EA       10,000.0000     10,000.00                                     1.000     10,000
147 ROCK SLOPE PROTECTION (LIGHT, METHOD B)  M3          143.0000     34,320.00         7.560     1,081.08        247.610     35,408
148 ROCK SLOPE PROTECTION                    M3          600.0000        840.00                                     0.600        360
    (BACKING NO. 2, METHOD B)
149 ROCK SLOPE PROTECTION FABRIC             M2            8.0000      4,400.00        19.600       156.80        395.140      3,161
150 MISCELLANEOUS IRON AND STEEL             KG            7.0000     36,610.00       108.000       756.00      2,713.000     18,991
(F)
151 MISCELLANEOUS METAL (BRIDGE)             KG            6.0000    412,800.00                                68,800.000    412,800
(F)
152 BRIDGE DECK DRAINAGE SYSTEM              KG           22.0000     24,200.00                                 1,100.000     24,200
(F)
153 STEEL WORK PLATFORM                      EA       23,000.0000    184,000.00                                     8.000    184,000
(F)
154 CHAIN LINK FENCE (TYPE CL-2.4)           M            60.0000    147,000.00                                 1,877.850    112,671
155 ONE WAY DEER GATE                        EA        3,500.0000     14,000.00                                     5.000     17,500
156 5.5 M CHAIN LINK GATE (TYPE CL-2.1)      EA        1,100.0000      2,200.00                                     0.000          0
157 DELINEATOR (BARRIER MOUNTED)             EA           15.0000      2,250.00        81.000     1,215.00         81.000      1,215
PROGRAM CAS145                                                                                                               PAGE  7
DATE 09/19/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 03:48 PM                                                                                                       ESTIMATE NO. 083
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/16
R.E. NAME:  RE, SHARI                                                                                DATE OF THIS ESTIMATE  09/19/16
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
158 DELINEATOR (CLASS 2)                     EA           65.0000      2,340.00                                     0.000          0
159 MILEPOST MARKER                          EA           70.0000        700.00                                     0.000          0
160 UNDERDRAIN MARKER                        EA           25.0000        600.00                                     0.000          0
161 MARKER (CULVERT)                         EA           60.0000      1,380.00                                     0.000          0
162 OBJECT MARKER (TYPE L-1)                 EA           57.0000        171.00                                     0.000          0
163 METAL BEAM GUARD RAILING                 M           100.0000     18,000.00                                   181.600     18,160
164 VEGETATION CONTROL (MINOR CONCRETE)      M2           52.0000     25,480.00                                     0.000          0
165 CABLE RAILING                            M           264.0000      4,488.00                                     0.000          0
166 TRANSITION RAILING (TYPE WB)             EA        4,500.0000     13,500.00                                     1.000      4,500
167 END ANCHOR ASSEMBLY (TYPE SFT)           EA        1,000.0000      2,000.00                                     3.000      3,000
168 ALTERNATIVE IN-LINE TERMINAL SYSTEM      EA        3,000.0000      3,000.00                                     1.000      3,000
169 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        2,800.0000     16,800.00                                     2.000      5,600
170 CRASH CUSHION (REACT 9SCBS)              EA       40,000.0000     40,000.00                                     0.000          0
171 CONCRETE BARRIER (TYPE 60)               M           277.0000    310,240.00                                   418.300    115,869
172 CONCRETE BARRIER (TYPE 60A)              M           277.0000    169,524.00                                   612.000    169,524
(F)
173 CONCRETE BARRIER (TYPE 60C)              M           305.0000    106,750.00                                   163.000     49,715
174 CONCRETE BARRIER (TYPE 60D)              M           288.0000      7,776.00                                     0.000          0
175 CONCRETE BARRIER (TYPE 60E)              M           326.0000     15,648.00                                     0.000          0
176 CALIFORNIA ST-20S BRIDGE RAILING         M         1,000.0000  1,226,000.00                                 1,226.000  1,226,000
(F)
177 100 MM TWO-COMPONENT PAINT               M             7.0000    105,700.00                                     0.000          0
    TRAFFIC STRIPE
178 200 MM TWO-COMPONENT PAINT               M            15.0000      2,700.00                                     0.000          0
    TRAFFIC STRIPE
179 100 MM TWO COMPONENT PAINT STRIPE        M             7.0000     77,000.00                                     0.000          0
    (BROKEN 10.98-3.66)
180 TWO-COMPONENT PAINT PAVEMENT MARKING     M2          500.0000      6,000.00                                     0.000          0
181 PAVEMENT MARKER                          EA            7.0000      8,260.00                                     0.000          0
    (RETROREFLECTIVE-RECESSED)
182 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS       49,000.0000     49,000.00                                     0.250     12,250
    SYSTEM ELEMENTS DURING CONSTRUCTION
183 LIGHTING                                 LS      250,000.0000    250,000.00                                     0.590    147,500
184 CRANE, HOIST AND LIGHTING                LS    1,650,000.0000  1,650,000.00                                     0.330    544,500
    ASSEMBLY SYSTEM
PROGRAM CAS145                                                                                                               PAGE  8
DATE 09/19/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 03:48 PM                                                                                                       ESTIMATE NO. 083
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/16
R.E. NAME:  RE, SHARI                                                                                DATE OF THIS ESTIMATE  09/19/16
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
185 HIGHWAY ADVISORY RADIO SYSTEM            LS       65,000.0000     65,000.00                                     0.980     63,700
186 TEMPORARY SOLAR FLASHING BEACON SYSTEM   LS       30,000.0000     30,000.00                                     0.966     28,980
187 INDUCTIVE LOOP DETECTOR                  LS       10,000.0000     10,000.00                                     0.235      2,350
188 POWER AND TELEPHONE SERVICE              LS       35,000.0000     35,000.00                                     1.000     35,000
189 SEISMIC MONITORING SYSTEM                LS      250,000.0000    250,000.00         0.016     4,000.00          0.860    215,000
190 COMMUNICATION CONDUIT (BRIDGE)           M           100.0000    250,000.00                                 2,500.000    250,000
(F)
PROGRAM CAS145                                                                                                               PAGE  9
DATE 09/19/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 03:48 PM                                                                                                       ESTIMATE NO. 083
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/16
R.E. NAME:  RE, SHARI                                                                                DATE OF THIS ESTIMATE  09/19/16
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                            2,215,053.76              106,036,765.46
         ADJUSTMENT OF COMPENSATION                                                                 0.00                2,006,460.60
         EXTRA WORK                                                                             8,962.08                2,443,617.29
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                             2,224,015.84              110,486,843.35
191 MOBILIZATION                             LS   10,736,352.0000 10,736,352.00                                     1.000 10,736,352
         ORIGINAL CONTRACT AMOUNT                             124,677,700.00
    TOTAL WORK COMPLETED                                                                    2,224,015.84              121,223,195.35
         MATERIALS ON HAND ON SITE                                                                                         60,738.45
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                          -129,200.79               -4,152,418.90
    TOTAL                                                                                   2,094,815.05              117,131,514.90
             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
  10/14/09    1300   11/30/09  12/08/09  01/01/17      1641         48            0           0             92%           100%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                                         PROGRESS WITHHOLD TAKEN
                                                                                  RE, SHARI
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 09/19/16