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 01/23/14                                                    EST. NO.23
     TIME 08:36 AM
     R.E. NAME: ARROYO, HECTOR                                         07-260704
     ---------------------------------------------------------------------------
     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 0160         276.23 E.W. @ F.A.(+) 121613 N 0160 0
         0161         288.38                122313 N 0161 0
         0162         186.08                011014 N 0162 0
         0163         271.58                123113 N 0163 0
         0164       1,100.00                011014 N 0164 0
         0165         308.32                011314 N 0165 0
         0166       1,194.88                121013 N 0166 0
     002 0005         740.48 E.W. @ F.A.(+) 122313 N 0005 0
         0006       3,555.54                122313 N 0006 0
         0007       4,705.00                121613 N 0007 0
         0008       4,371.53                121713 N 0008 0
         0009       4,120.75                121813 N 0009 0
         0010       3,270.03                121913 N 0010 0
         0011       3,607.52                122313 N 0011 0
     003 0019         300.00 E.W. @ U.P (+) 011014 N 358661
     005 0005       2,325.00 E.W. @ U.P (+) 011314 N 0005 0
     022 0031         583.95 E.W. @ F.A.(+) 042313 N 0031 0
         0032       2,198.44                042413 N 0032 0
         0033         718.56                043013 N 0033 0
         0034       1,116.97                050113 N 0034 0
         0035       1,617.72                050113 N 0035 0
         0036       3,696.73                071713 N 0036 0
     025 0001       1,619.20 E.W. @ F.A.(+) 121613 N 0001 0
         0002       1,721.43                121613 N 0002 0
     032 0014       5,396.57 E.W. @ F.A.(+) 062413 N 0014 0
         0015       8,831.04                070113 N 0015 0
         0016       3,024.13                011014 N 0016 0
         0017       3,397.31                011314 N 0017 0
     035 0001     131,989.20 E.W. @ L.S.(+) 011314 N 0001 0
                  196,532.57  TOTAL THIS ESTIMATE
                2,032,013.98  TOTAL PREVIOUS ESTIMATE
                2,228,546.55  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 01/23/14                                                    EST. NO.23
     TIME 08:36 AM
     R.E. NAME: ARROYO, HECTOR                                         07-260704
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     OUT OF SPEC CONCRETE          -231.00   16
                                                            0.00         -231.00
     LABOR COMPLIANCE VIOLATION
     MAR&APR MISS PAYROLL       -10,000.00   06
     MAR&APR MISS PAYROLL        10,000.00   11
                                                            0.00            0.00
                              TOTAL DEDUCTIONS              0.00         -231.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 01/23/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-260704
TIME 08:36 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 12/01/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/14
R.E. NAME:  ARROYO, HECTOR                                                                           DATE OF THIS ESTIMATE  01/23/14
        LOCATION                                        PROGRESS ESTIMATE
07-VEN-101-R39.8/R43.6                                  -----------------
                                GRANITE CONSTRUCTION COMPANY                              IN VENTURA & SANTA BARBARA COUNTIES
                                P O BOX 50085                                             FROM MOBILE PIER UNDERCROSSING TO
                                WATSONVILLE CA 950775085                                  0.4 MILE SOUTH OF CASITAS PASS ROAD
FED. AID NO.    N O N E
                                                                                          WIDEN RDWY W/JPCP OVER
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
001 RESIDENT ENGINEERS OFFICE                LS      286,000.0000    286,000.00                                     0.750    214,500
002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS        5,000.0000      5,000.00         0.050       250.00          0.550      2,750
003 TIME-RELATED OVERHEAD                    WDAY      4,220.0000  3,882,400.00        17.000    71,740.00        421.000  1,776,620
004 TEMPORARY FENCE (TYPE ESA)               LF            2.2000     24,200.00                                16,374.000     36,022
005 CONSTRUCTION SITE MANAGEMENT             LS       50,000.0000     50,000.00         0.025     1,250.00          0.550     27,500
006 PREPARE STORM WATER POLLUTION            LS        3,500.0000      3,500.00                                     1.000      3,500
    PREVENTION PLAN
007 TEMPORARY FIBER ROLL                     LF            2.6000      2,600.00     1,000.000     2,600.00      1,400.000      3,640
008 TEMPORARY SILT FENCE                     LF            2.9500    206,500.00       440.000     1,298.00      6,040.000     17,818
009 TEMPORARY COVER                          SQYD          1.1000    132,000.00                                 6,000.000      6,600
010 TEMPORARY DRAINAGE INLET PROTECTION      EA          105.0000     28,350.00         6.000       630.00        196.000     20,580
011 STREET SWEEPING                          LS      268,800.0000    268,800.00         0.025     6,720.00          0.550    147,840
012 TEMPORARY CONCRETE WASHOUT (PORTABLE)    LS       15,000.0000     15,000.00         0.025       375.00          0.550      8,250
013 STORM WATER ANNUAL REPORT                EA        2,000.0000     10,000.00                                     2.000      4,000
014 CONSTRUCTION AREA SIGNS                  LS       32,000.0000     32,000.00                                     0.800     25,600
015 TRAFFIC CONTROL SYSTEM                   LS      500,000.0000    500,000.00         0.025    12,500.00          0.550    275,000
016 TYPE III BARRICADE                       EA          100.0000        900.00                                     0.000          0
017 TEMPORARY PAVEMENT MARKING (PAINT)       SQFT          5.1000      3,723.00                                   864.000      4,406
018 TEMPORARY TRAFFIC STRIPE (PAINT)         LF            0.7500     44,400.00                               139,126.000    104,344
019 CHANNELIZER (SURFACE MOUNTED)            EA           30.0000      2,520.00                                   209.000      6,270
020 TEMPORARY PAVEMENT MARKER                EA            5.1000     13,872.00                                 5,600.000     28,560
021 TEMPORARY RAILING (TYPE K)               LF            7.8000    998,400.00                               116,180.000    906,204
022 TEMPORARY CRASH CUSHION MODULE           EA          120.0000     40,800.00                                   326.000     39,120
PROGRAM CAS145                                                                                                               PAGE  2
DATE 01/23/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-260704
TIME 08:36 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 12/01/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/14
R.E. NAME:  ARROYO, HECTOR                                                                           DATE OF THIS ESTIMATE  01/23/14
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
023 REMOVE YELLOW THERMOPLASTIC TRAFFIC      LF            0.5500     51,645.00                                92,108.000     50,659
    STRIPE (HAZARDOUS WASTE)
024 ABANDON INLET                            EA          465.0000      3,255.00                                     7.000      3,255
025 ABANDON PIPELINE                         LF           15.0000      8,250.00                                   550.000      8,250
026 REMOVE CHAIN LINK FENCE                  LF            6.0000      6,240.00                                 1,268.000      7,608
027 REMOVE PAINTED TRAFFIC STRIPE            LF            0.5500     94,215.00                               170,089.000     93,548
028 REMOVE PAINTED PAVEMENT MARKING          SQFT          2.0500        533.00                                 1,166.000      2,390
029 REMOVE THERMOPLASTIC TRAFFIC STRIPE      LF            0.5500     43,780.00                                92,036.000     50,619
030 REMOVE THERMOPLASTIC PAVEMENT MARKING    SQFT          2.0500        943.00                                 1,925.000      3,946
031 REMOVE PAVEMENT MARKER                   EA            1.0000     24,500.00                                18,265.000     18,265
032 REMOVE ROADSIDE SIGN                     EA            1.4000        224.00                                   100.000        140
033 REMOVE ASPHALT CONCRETE DIKE             LF            2.7500      3,135.00                                 2,156.000      5,929
034 REMOVE CULVERT                           LF           90.0000     14,850.00                                   165.000     14,850
035 REMOVE PIPE                              LF           18.0000      1,476.00                                    92.800      1,670
036 REMOVE INLET                             EA          106.0000      2,544.00                                    23.000      2,438
037 REMOVE RETAINING WALL                    LF           28.0000      5,516.00                                   197.000      5,516
(F)
038 REMOVE ASPHALT CONCRETE SURFACING AND    CY           83.0000      4,648.00                                    56.000      4,648
    AGGREGATE BASE
039 SALVAGE SINGLE THRIE BEAM BARRIER        LF            5.5500    132,090.00                                21,191.000    117,610
040 SALVAGE DOUBLE THRIE BEAM BARRIER        LF            6.8500    109,600.00                                15,892.000    108,860
041 SALVAGE METAL BEAM GUARD RAILING         LF            5.5500     49,950.00       685.500     3,804.53      7,131.500     39,579
042 RECONSTRUCT SINGLE THRIE BEAM BARRIER    LF           25.0000      8,000.00                                   545.000     13,625
043 SALVAGE CRASH CUSHION (TYPE REACT 9CBB)  EA        2,000.0000      2,000.00                                     1.000      2,000
044 RELOCATE ROADSIDE SIGN (METAL POST)      EA          150.0000        300.00                                     0.000          0
045 RELOCATE ROADSIDE SIGN (WOOD POST)       EA          150.0000        150.00                                     0.000          0
046 SALVAGE CRASH CUSHION (TYPE REACT PSCBS) EA        3,330.0000     16,650.00                                     5.000     16,650
047 ADJUST INLET                             EA        2,600.0000     41,600.00                                    17.000     44,200
048 REPLACE SIGN PANEL                       EA          100.0000        900.00                                     6.000        600
049 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD          2.2500     90,675.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  3
DATE 01/23/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-260704
TIME 08:36 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 12/01/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/14
R.E. NAME:  ARROYO, HECTOR                                                                           DATE OF THIS ESTIMATE  01/23/14
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
050 REMOVE CONCRETE                          CY          172.0000     11,868.00                                    66.000     11,352
051 REMOVE CONCRETE BARRIER                  LF           10.0000    108,000.00     7,400.000    74,000.00      8,767.000     87,670
052 CAP INLET                                EA        1,320.0000     13,200.00                                    11.000     14,520
053 BRIDGE REMOVAL (PORTION)                 LS       27,200.0000     27,200.00                                     1.000     27,200
054 NATIVE AMERICAN MONITOR                  WDAY        500.0000    150,000.00         4.000     2,000.00        249.000    124,500
055 CLEARING AND GRUBBING                    LS       59,600.0000     59,600.00                                     0.900     53,640
056 ROADWAY EXCAVATION                       CY           11.3000  1,127,740.00                                90,023.000  1,017,259
057 ROADWAY EXCAVATION (TYPE Y-1)            CY           50.0000     43,500.00                                 1,389.000     69,450
    (AERIALLY DEPOSITED LEAD)
058 ROADWAY EXCAVATION (TYPE Y-2)            CY           30.0000    147,900.00                                 4,930.000    147,900
    (AERIALLY DEPOSITED LEAD)
059 LEAD COMPLIANCE PLAN                     LS        5,000.0000      5,000.00                                     1.000      5,000
060 ADL BURIAL LOCATION REPORT               LS        2,300.0000      2,300.00                                     0.500      1,150
061 STRUCTURE EXCAVATION (BRIDGE)            CY           32.0000     28,704.00                                   897.000     28,704
(F)
062 ROCK SLOPE PROTECTION EXCAVATION         CY            3.6500     34,237.00                                 9,380.000     34,237
(F)
063 STRUCTURE EXCAVATION (RETAINING WALL)    CY           13.0000    241,800.00     1,100.000    14,300.00     17,357.000    225,641
(F)
064 STRUCTURE EXCAVATION (TYPE Y-1)          CY           86.0000     22,102.00                                   472.000     40,592
(F) (AERIALLY DEPOSITED LEAD)
065 STRUCTURE EXCAVATION (TYPE Y-2)          CY           32.0000     36,800.00                                 1,150.000     36,800
(F) (AERIALLY DEPOSITED LEAD)
066 STRUCTURE EXCAVATION (PETROLEUM          CY           87.0000     19,401.00                                   223.000     19,401
(F) HYDROCARBON)
067 STRUCTURE BACKFILL (BRIDGE)              CY           55.0000     29,260.00                                   532.000     29,260
(F)
068 NATIVE BACKFILL                          CY            8.6000      9,589.00                                 1,115.000      9,589
(F)
069 SLURRY FILL                              CY          185.0000     93,055.00                                    89.000     16,465
(F)
070 STRUCTURE BACKFILL (RETAINING WALL)      CY           23.0000    428,145.00                                 5,188.000    119,324
(F)
071 PERVIOUS BACKFILL MATERIAL (RETAINING    CY           28.0000     16,520.00        78.000     2,184.00        405.000     11,340
    WALL)
072 SAND BACKFILL                            CY           31.0000      1,116.00                                    36.000      1,116
073 DITCH EXCAVATION                         CY            1.0000      1,590.00                                   967.000        967
074 HIGHWAY PLANTING                         LS      114,000.0000    114,000.00         0.160    18,240.00          0.310     35,340
075 IMPORTED TOPSOIL                         CY           50.0000    175,000.00                                 3,500.000    175,000
076 BOULDERS (3)                             EA          333.0000      4,995.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  4
DATE 01/23/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-260704
TIME 08:36 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 12/01/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/14
R.E. NAME:  ARROYO, HECTOR                                                                           DATE OF THIS ESTIMATE  01/23/14
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
077 BOULDERS (2)                             EA          420.0000      4,200.00                                     0.000          0
078 BOULDERS (1)                             EA          708.0000      3,540.00                                     0.000          0
079 ROCK BLANKET                             SQYD         66.0000     15,840.00                                     0.000          0
080 EROSION CONTROL (HYDROSEED) (SQFT)       SQFT          0.1500     37,500.00                               146,950.000     22,042
081 MAINTAIN EXISTING PLANTED AREAS          LS       28,300.0000     28,300.00                                     0.900     25,470
082 PLANT ESTABLISHMENT WORK                 LS       40,700.0000     40,700.00                                     0.000          0
083 FIELD UNIT                               EA       25,000.0000     25,000.00                                     1.000     25,000
084 IRRIGATION SYSTEM                        LS      251,000.0000    251,000.00         0.050    12,550.00          0.650    163,150
085 NPS 3 SUPPLY LINE (BRIDGE)               LF           81.0000     17,496.00                                   216.000     17,496
(F)
086 8" CORRUGATED HIGH DENSITY               LF           30.0000      5,400.00                                     0.000          0
    POLYETHYLENE PIPE CONDUIT
087 AGGREGATE BASE (APPROACH SLAB)           CY           60.0000      1,920.00                                     0.000          0
088 CLASS 3 AGGREGATE BASE                   CY           23.0000  1,060,300.00                                39,212.400    901,885
089 CLASS D AGGREGATE BASE                   CY           46.0000    561,200.00                                     0.000          0
090 LEAN CONCRETE BASE                       CY           74.0000  2,183,000.00                                22,718.400  1,681,161
091 LEAN CONCRETE BASE (RAPID SETTING)       CY          191.0000     13,943.00                                     0.000          0
092 HOT MIX ASPHALT                          TON          65.0000  1,612,000.00                                 8,906.390    578,915
093 HOT MIX ASPHALT (TYPE B)                 TON          73.0000      3,869.00                                     0.000          0
094 DATA CORE                                LS        3,370.0000      3,370.00                                     0.000          0
095 PLACE HOT MIX ASPHALT DIKE (TYPE A)      LF            6.3500        508.00                                   186.000      1,181
096 PLACE HOT MIX ASPHALT DIKE (TYPE E)      LF            6.3500      9,144.00                                   345.000      2,190
097 PLACE HOT MIX ASPHALT                    SQYD         25.0000      5,075.00                                    64.000      1,600
    (MISCELLANEOUS AREA)
098 TACK COAT                                TON         600.0000     16,200.00                                     6.990      4,194
099 JOINTED PLAIN CONCRETE PAVEMENT          CY          158.0000  8,484,600.00                                45,497.230  7,188,562
100 CONCRETE PAVEMENT (RAPID STRENGTH        CY          243.0000     34,020.00                                     0.000          0
    CONCRETE)
101 SEAL PAVEMENT JOINT                      LF            2.9500    592,065.00                               170,595.000    503,255
102 SEAL ISOLATION JOINT                     LF            6.9000    350,520.00                                45,142.000    311,479
103 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF           70.0000     92,190.00                                 1,317.000     92,190
PROGRAM CAS145                                                                                                               PAGE  5
DATE 01/23/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-260704
TIME 08:36 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 12/01/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/14
R.E. NAME:  ARROYO, HECTOR                                                                           DATE OF THIS ESTIMATE  01/23/14
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
104 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF          246.0000    201,228.00                                   817.000    200,982
105 FURNISH PILING (CLASS 90)                LF           32.0000    314,816.00                                 9,870.000    315,840
106 DRIVE PILE (CLASS 90)                    EA        1,160.0000    370,040.00                                    89.000    103,240
107 FURNISH PILE (CLASS 200)                 LF           36.0000    179,856.00                                 4,996.000    179,856
108 DRIVE PILING (CLASS 200)                 EA        1,160.0000    169,360.00                                   146.000    169,360
109 PRESTRESSING CAST-IN-PLACE CONCRETE      LS       87,800.0000     87,800.00                                     1.000     87,800
110 STRUCTURAL CONCRETE, BRIDGE FOOTING      CY          380.0000     34,200.00                                    90.000     34,200
(F)
111 STRUCTURAL CONCRETE, BRIDGE              CY          604.0000    887,880.00                                 1,396.750    843,637
(F)
112 STRUCTURAL CONCRETE, RETAINING WALL      CY          308.0000  2,720,872.00       359.000   110,572.00      6,953.800  2,141,770
(F)
113 STRUCTURAL CONCRETE, SLAB                CY          164.0000     12,464.00                                     0.000          0
(F)
114 STRUCTURAL CONCRETE, APPROACH SLAB       CY          500.0000     81,000.00                                   162.000     81,000
(F) (TYPE N)
115 STRUCTURAL CONCRETE, APPROACH SLAB       CY          588.0000    186,984.00                                   164.000     96,432
    (TYPE R)
116 4'X8' PRECAST REINFORCED CONCRETE BOX    LF        1,162.0000    165,004.00                                   146.500    170,233
    CULVERT
117 STRUCTURAL CONCRETE, BOX CULVERT         CY          763.0000     86,371.60                                    63.000     48,069
(F)
118 8'X8' PRECAST REINFORCED CONCRETE BOX    LF        1,508.4000    214,192.80                                   135.000    203,634
    CULVERT
119 MINOR CONCRETE (MINOR STRUCTURE)         CY        2,220.0000    595,848.00                                   229.090    508,579
(F)
120 MINOR CONCRETE (APRON)                   CY          611.0000      3,666.00                                     6.000      3,666
(F)
121 MINOR CONCRETE (BACKFILL)                CY          100.0000      1,300.00                                     0.000          0
(F)
122 PAVING NOTCH EXTENSION                   CF           74.0000     13,986.00                                   105.000      7,770
123 ARCHITECTURAL TEXTURE (SEASIDE MOTIF)    SQFT         17.0000    221,442.00                                 5,096.000     86,632
(F)
124 ARCHITECTURAL TREATMENT                  SQFT         10.0000    336,150.00     3,175.000    31,750.00     50,181.000    501,810
(F)
125 JACKING SUPERSTRUCTURE                   LS       54,300.0000     54,300.00                                     1.000     54,300
126 SOUND WALL (MASONRY BLOCK)               SQFT         19.0000    267,748.00                                     0.000          0
(F)
127 JOINT SEAL (TYPE A) (MODIFIED)           LF           25.0000      2,500.00                                     0.000          0
128 JOINT SEAL (MR 1")                       LF          152.0000     66,576.00                                     0.000          0
129 BAR REINFORCING STEEL (SLAB)             LB            1.5400      8,670.20                                     0.000          0
(F)
130 BAR REINFORCING STEEL (BRIDGE)           LB            1.0000    375,500.00                               375,500.000    375,500
(F)
PROGRAM CAS145                                                                                                               PAGE  6
DATE 01/23/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-260704
TIME 08:36 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 12/01/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/14
R.E. NAME:  ARROYO, HECTOR                                                                           DATE OF THIS ESTIMATE  01/23/14
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
131 BAR REINFORCING STEEL (RETAINING WALL)   LB            1.6000    545,523.20                               221,138.000    353,820
(F)
132 BAR REINFORCING STEEL (EPOXY COATED)     LB            1.4000    434,308.00    27,907.000    39,069.80    310,220.000    434,308
(F) (RETAINING WALL)
133 BAR REINFORCING STEEL (BOX CULVERT)      LB            1.5400     15,376.28                                     0.000          0
(F)
134 BAR REINFORCING STEEL (EPOXY COATED)     LB            1.4500     16,947.60                                11,688.000     16,947
(F) (BOX CULVERT)
135 BAR REINFORCING STEEL (EPOXY COATED)     LB            1.6500     57,451.35                                34,819.000     57,451
(F) (BRIDGE)
136 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
137 FURNISH SIGN STRUCTURE (TRUSS)           LB            3.8000     63,931.20                                     0.000          0
(F)
138 INSTALL SIGN STRUCTURE (TRUSS)           LB            0.3500      5,888.40                                     0.000          0
(F)
139 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT         18.0000     10,440.00                                   572.410     10,303
140 FURNISH LAMINATED PANEL SIGN             SQFT         20.0000      6,800.00                                   155.000      3,100
    (2 1/2"-TYPE B)
141 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         11.0000     14,850.00                                   153.200      1,685
    (0.063"-UNFRAMED)
142 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         11.0000     12,430.00                                   154.750      1,702
    (0.080"-UNFRAMED)
143 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         14.0000      1,680.00                                    48.000        672
    (0.063"-FRAMED)
144 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         15.0000     10,800.00                                   322.000      4,830
    (0.080"-FRAMED)
145 60" CAST-IN-DRILLED-HOLE CONCRETE PILE   LF        1,410.0000     36,660.00                                     0.000          0
    (SIGN FOUNDATION)
146 METAL (BARRIER MOUNTED SIGN)             LB            5.0000     39,000.00                                 5,916.000     29,580
147 ROADSIDE SIGN (METAL POST)               EA          250.0000        500.00                                     0.000          0
148 ROADSIDE SIGN - ONE POST                 EA          200.0000     22,000.00                                    18.000      3,600
149 ROADSIDE SIGN - TWO POST                 EA          400.0000      5,200.00                                     7.000      2,800
150 INSTALL SIGN OVERLAY                     SQFT         15.0000        105.00                                     0.000          0
151 INSTALL ROADSIDE SIGN                    EA        1,500.0000     18,000.00                                     6.000      9,000
    (LAMINATED WOOD BOX POST)
152 18" REINFORCED CONCRETE PIPE             LF           45.0000     38,250.00                                   608.000     27,360
153 24" REINFORCED CONCRETE PIPE             LF           60.0000     88,200.00                                 1,163.000     69,780
154 18" CORRUGATED STEEL PIPE (.079" THICK)  LF           91.0000     29,120.00                                   382.000     34,762
155 18" SLOTTED CORRUGATED STEEL PIPE        LF           56.0000    544,880.00                                 6,557.500    367,220
    (.079" THICK)
156 FLUME DOWNDRAIN                          LF           76.0000        760.00                                     0.000          0
157 18" TAPERED INLET                        EA          272.0000        272.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  7
DATE 01/23/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-260704
TIME 08:36 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 12/01/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/14
R.E. NAME:  ARROYO, HECTOR                                                                           DATE OF THIS ESTIMATE  01/23/14
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
158 GRATED LINE DRAIN                        LF           96.0000     12,480.00                                     0.000          0
159 U-STYLE BIKE RACK (TYPE 1)               EA        1,210.0000      4,840.00                                     1.000      1,210
160 U-STYLE BIKE RACK (TYPE 2)               EA        1,060.0000      1,060.00                                     1.000      1,060
161 18" STEEL FLARED END SECTION             EA          397.0000        397.00                                     0.000          0
162 SET ROCK SLOPE PROTECTION                CY           13.0000     44,213.00                                 3,401.000     44,213
(F)
163 ROCK SLOPE PROTECTION                    CY          310.0000      3,410.00                                     9.000      2,790
    (FACING, METHOD B)
164 ROCK SLOPE PROTECTION FABRIC             SQYD          5.7500     21,361.25                                 3,704.100     21,298
165 MINOR CONCRETE (GUTTER)                  LF           17.0000      5,831.00                                   343.000      5,831
(F)
166 MINOR CONCRETE (SIDEWALK)                CY          125.0000      3,750.00                                    30.000      3,750
(F)
167 MINOR CONCRETE (CURB, SIDEWALK AND       CY          501.0000      2,505.00                                     0.000          0
    CURB RAMP)
168 MISCELLANEOUS IRON AND STEEL             LB            1.1000    100,455.30                                71,831.000     79,014
(F)
169 MISCELLANEOUS METAL (BRIDGE)             LB            7.4000      8,302.80                                   762.000      5,638
(F)
170 CHAIN LINK FENCE (TYPE CL-6)             LF           29.0000      8,120.00                                     0.000          0
171 DELINEATOR (CLASS 1)                     EA           32.0000        224.00                                     0.000          0
172 METAL BEAM GUARD RAILING (WOOD POST)     LF           25.0000     32,250.00                                     0.000          0
173 CHAIN LINK RAILING (TYPE 3)              LF           71.0000     22,045.50                                     0.000          0
(F)
174 CA ST-10 BRIDGE RAILING (MOD)            LF          222.0000     22,200.00                                     0.000          0
(F)
175 CA ST-10 RAILING (MOD)                   LF          270.0000  4,752,000.00                                     0.000          0
176 PEDESTRIAN BRIDGE RAILING                LF          110.0000    158,400.00                                   512.000     56,320
(F)
177 PEDESTRIAN RAILING                       LF          114.0000  1,653,000.00                                     0.000          0
178 PIPE HANDRAILING (MODIFIED)              LF           86.0000    138,202.00                                     0.000          0
179 CABLE RAILING                            LF           17.0000      3,570.00                                   210.000      3,570
(F)
180 TRANSITION RAILING (TYPE WB)             EA        2,980.0000      8,940.00                                     1.000      2,980
181 END ANCHOR ASSEMBLY (TYPE SFT)           EA          706.0000      8,472.00                                     1.000        706
182 ALTERNATIVE IN-LINE TERMINAL SYSTEM      EA        3,020.0000     39,260.00                                     1.000      3,020
183 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        2,600.0000      7,800.00                                     0.000          0
184 CRASH CUSHION (REACT 9CBB)               EA       42,200.0000    126,600.00                                     2.000     84,400
PROGRAM CAS145                                                                                                               PAGE  8
DATE 01/23/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-260704
TIME 08:36 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 12/01/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/14
R.E. NAME:  ARROYO, HECTOR                                                                           DATE OF THIS ESTIMATE  01/23/14
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
185 CRASH CUSHION (REACT 4CBB)               EA       31,100.0000    124,400.00                                     0.000          0
186 CONCRETE BARRIER (TYPE 60)               LF           39.0000    444,600.00                                10,623.000    414,297
187 CONCRETE BARRIER (TYPE 60A)              LF           41.2100      9,313.46                                   226.000      9,313
(F)
188 CONCRETE BARRIER (TYPE 60C)              LF          103.0000    115,360.00                                 1,174.000    120,922
189 CONCRETE BARRIER (TYPE 60D)              LF           51.0000     16,830.00                                   325.000     16,575
190 CONCRETE BARRIER (TYPE 60S)              LF           30.0000     27,300.00                                   902.000     27,060
191 CONCRETE BARRIER (TYPE 60SC)             LF           74.0000    263,440.00                                 5,446.000    403,004
192 CONCRETE BARRIER (TYPE 60W MOD)          LF          116.0000  1,867,600.00                                13,979.000  1,621,564
193 CONCRETE BARRIER (MEDIAN PLANTER END     LF          204.0000      5,100.00                                     0.000          0
    WALL)
194 CONCRETE BARRIER (TYPE 732)              LF           75.0000     24,450.00                                   326.000     24,450
(F)
195 CONCRETE BARRIER (TYPE 736)              LF           74.0000    483,442.00                                 4,052.000    299,848
(F)
196 CONCRETE BARRIER (TYPE 736 MODIFIED)     LF          114.0000     46,740.00                                   410.000     46,740
(F)
197 CONCRETE BARRIER (TYPE 60S MOD)          LF           35.0000     19,950.00                                   561.000     19,635
198 CONCRETE BARRIER (TYPE 736A MODIFIED)    LF           87.0000    182,613.00                                   794.000     69,078
(F)
199 CONCRETE BARRIER (TYPE 60S MOD)          LF          175.9700     10,734.17                                    61.000     10,734
    TRANSITION
200 CONCRETE BARRIER (TYPE 736SV)            LF          114.0000     44,688.00       180.000    20,520.00        392.000     44,688
(F)
201 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.4500     82,170.00                                     0.000          0
202 8" THERMOPLASTIC TRAFFIC STRIPE          LF            2.0500      8,405.00                                     0.000          0
203 8" THERMOPLASTIC TRAFFIC STRIPE          LF            1.0000      3,300.00                                     0.000          0
    (BROKEN 12-3)
204 THERMOPLASTIC PAVEMENT MARKING           SQFT          4.0500     20,128.50                                     0.000          0
205 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.3000     21,360.00                                     0.000          0
    (BROKEN 36-12)
206 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.3000        390.00                                     0.000          0
    (BROKEN 17-7)
207 PAINT TRAFFIC STRIPE (2-COAT)            LF            0.5000    165,750.00                               260,244.000    130,122
208 PAINT PAVEMENT MARKING                   SQFT          3.0500      2,745.00                                   769.000      2,345
209 PAVEMENT MARKER (NON-REFLECTIVE)         EA            1.5000     31,200.00                                 7,064.000     10,596
210 PAVEMENT MARKER (RETROREFLECTIVE)        EA            4.0500     40,905.00                                 3,274.000     13,259
211 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS        2,940.0000      2,940.00                                     0.750      2,205
    SYSTEM ELEMENTS DURING CONSTRUCTION
PROGRAM CAS145                                                                                                               PAGE  9
DATE 01/23/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-260704
TIME 08:36 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 12/01/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/14
R.E. NAME:  ARROYO, HECTOR                                                                           DATE OF THIS ESTIMATE  01/23/14
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
212 LIGHTING (TEMPORARY)                     LS       24,500.0000     24,500.00                                     0.500     12,250
213 LIGHTING                                 LS      148,000.0000    148,000.00                                     0.750    111,000
214 CHANGEABLE MESSAGE SIGN VE398            LS      190,000.0000    190,000.00                                     0.000          0
215 SPRINKLER CONTROL CONDUIT (BRIDGE)       LF           25.0000      3,500.00                                   140.000      3,500
216 TRAFFIC MONITORING STATION               LS       13,700.0000     13,700.00                                     0.050        685
217 CLOSED CIRCUIT TELEVISION CAMERA         LS       26,800.0000     26,800.00                                     0.050      1,340
    (LOCATION VE 398)
218 VEHICLE CLASSIFICATION STATION           LS      142,000.0000    142,000.00                                     0.050      7,100
219 RAMP METERING SYSTEM                     LS      125,000.0000    125,000.00                                     0.250     31,250
220 MODIFY LIGHTING                          LS      419,000.0000    419,000.00                                     0.800    335,200
221 REMOVE FLASHING BEACON                   LS        7,430.0000      7,430.00                                     1.000      7,430
222 SYSTEM TESTING AND DOCUMENTATION         LS        8,580.0000      8,580.00                                     0.000          0
223 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
224 RAIN EVENT ACTION PLAN                   EA          500.0000     57,500.00                                    13.000      6,500
225 STORM WATER SAMPLING AND ANALYSIS DAY    EA        1,000.0000     60,000.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE 10
DATE 01/23/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-260704
TIME 08:36 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 12/01/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/14
R.E. NAME:  ARROYO, HECTOR                                                                           DATE OF THIS ESTIMATE  01/23/14
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              426,353.33               29,900,903.71
         ADJUSTMENT OF COMPENSATION                                                                 0.00                   26,123.43
         EXTRA WORK                                                                           196,532.57                2,202,423.12
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               622,885.90               32,129,450.26
226 MOBILIZATION                             LS    4,664,165.3900  4,664,165.39                                     1.000  4,664,165
         ORIGINAL CONTRACT AMOUNT                              52,499,002.00
    TOTAL WORK COMPLETED                                                                      622,885.90               36,793,615.65
         MATERIALS ON HAND ON SITE                                                                                        211,075.21
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                     -231.00
    TOTAL                                                                                     622,885.90               37,004,459.86
             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
  01/18/12    1170   03/13/12  03/13/12  11/19/15       420         42            1           0             66%            36%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  ARROYO, HECTOR
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 01/23/14