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 03/19/18                                                  EST. NO. 047
     TIME 03:09 PM
     R.E. NAME: MICHAEL MORTENSEN                                      05-0G0704
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
     002 0004       6,960.00 E.W. @ F.A.(+) 011216 N 4    0
     042 0001       3,960.00 E.W. @ U.P (+) 021616 N 109170
                   10,920.00  TOTAL THIS ESTIMATE
                1,497,433.50  TOTAL PREVIOUS ESTIMATE
                1,508,353.50  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 03/19/18                                                  EST. NO. 047
     TIME 03:09 PM
     R.E. NAME: MICHAEL MORTENSEN                                      05-0G0704
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     FAILED COMPACTION          -11,712.00  005
     FAILED STABILOMETER        -14,100.00  006
     LATE PICKUP                -34,500.00  006
     LAB COMP(DBE)VIOLATI      -100,000.00  009
     SURVEY RESTAKING            -1,275.00  009
     DBE UTILIZATION             45,000.00  011
     DBE UTILIZATION             15,000.00  012
     DBE UTILIZATION             40,000.00  013
     DEFECTIVE LIGHT POLE          -595.00  013
     MISS ANNUAL CEM-4401       -10,000.00  013
     PER FAILURE ELECTRIC        -1,000.00  014
     RECD ANNUAL CEM-4401        10,000.00  014
     PERF FAILURE ELECTRC        -1,000.00  015
     PERF FAILURE ELECTRC        -1,000.00  016
     PERF FAILURE ELECTRC        -1,000.00  017
     PERF FAILURE ELECTRC        -1,000.00  018
     PERF FAILURE ELECTRC        -1,000.00  019
     PERF FAILURE ELECTRC        -1,000.00  020
     RETURN ELECTRIC DED          7,000.00  021
     PERFORMANCE FAILURE       -100,000.00  025
     CRUDE OIL ADJUSTMENT       -75,117.80  026
     PERFORMANCE FAIL RTN        50,000.00  026
     COMPACTION FAILURE          -8,000.00  027
     PERFORMANCE FAILURE         50,000.00  027
     DAMAGED SIGN                  -500.00  028
     FAILED COMPACTION           -3,485.94  029
     CRUDE OLI ADJUSTMENT        75,119.80  032
     MISS CPM UPDATE            -10,000.00  034
     MISS CPM UPDATE            -10,000.00  035
     MISS CPM UPDATE             -5,000.00  036
     RECD CPM SCHEDULE           25,000.00  039
     MISS CEM-2402F             -10,000.00  045
                                                            0.00      -84,165.94
     LABOR COMPLIANCE VIOLATION
     MISS PAYROLLS               -5,000.00  010
     RECD PAYROLLS                5,000.00  011
     MISS PAYROLLS               -5,000.00  022
     RECD PAYROLLS #22            5,000.00  029
     MISS PAYROLLS              -10,000.00  045
     RECD PAYROLLS               10,000.00  046
                                                            0.00            0.00
                              TOTAL DEDUCTIONS              0.00      -84,165.94
PROGRAM CAS145                                                                                                               PAGE  1
DATE 03/19/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0704
TIME 03:09 PM                                                                                                       ESTIMATE NO. 047
BID OPENING 10/15/13                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/25/17
R.E. NAME:  MICHAEL MORTENSEN                                                                        DATE OF THIS ESTIMATE  03/19/18
        LOCATION                                       SEMI-FINAL ESTIMATE
05-SB-101-22.3/23.0                                    -------------------
                                FLATIRON WEST INC                                         IN SANTA BARBARA COUNTY IN GOLETA
                                1770 LA COSTA MEADOWS DRIVE                               FROM 0.2 MILE EAST TO 0.7 MILE WEST
                                SAN MARCOS CA 92078                                       OF FAIRVIEW AVENUE OVERCROSSING
FED. AID NO. NH-Q101(233)E
                                                                                          UPGRADE DRAINAGE CULVERTS
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
001 LEAD COMPLIANCE PLAN                     LS       10,000.0000     10,000.00                                     1.000     10,000
002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS       10,000.0000     10,000.00                                     1.000     10,000
003 TIME-RELATED OVERHEAD (WDAY)             WDAY      1,750.0000    787,500.00                                   486.000    850,500
004 CONSTRUCTION AREA SIGNS                  LS       25,000.0000     25,000.00                                     1.000     25,000
005 TRAFFIC CONTROL SYSTEM                   LS      115,000.0000    115,000.00                                     1.000    115,000
006 TYPE III BARRICADE                       EA          250.0000      5,750.00                                    29.000      7,250
007 TEMPORARY PAVEMENT MARKING (PAINT)       SQFT          5.5000      3,190.00                                   657.000      3,613
008 TEMPORARY TRAFFIC STRIPE (PAINT)         LF            0.3500     40,950.00                               123,800.000     43,330
009 CHANNELIZER (SURFACE MOUNTED)            EA           50.0000     30,500.00                                   380.000     19,000
010 PORTABLE CHANGEABLE MESSAGE SIGN (LS)    LS       25,000.0000     25,000.00                                     1.000     25,000
011 TEMPORARY RAILING (TYPE K)               LF            7.0000    327,600.00                                43,915.000    307,405
012 TEMPORARY CRASH CUSHION MODULE           EA          330.0000    102,300.00                                   212.000     69,960
013 JOB SITE MANAGEMENT                      LS      200,000.0000    200,000.00                                     1.000    200,000
014 PREPARE STORM WATER POLLUTION PREVENTION LS        3,000.0000      3,000.00                                     1.000      3,000
    PLAN
015 RAIN EVENT ACTION PLAN                   EA          500.0000     25,000.00                                    13.000      6,500
016 STORM WATER SAMPLING AND ANALYSIS DAY    EA          300.0000      6,900.00                                     5.000      1,500
017 STORM WATER ANNUAL REPORT                EA        2,000.0000      6,000.00                                     3.000      6,000
018 MOVE-IN/MOVE-OUT                         EA          105.0000        525.00                                     6.000        630
    (TEMPORARY EROSION CONTROL)
019 TEMPORARY HYDRAULIC MULCH                SQYD          0.8000     21,600.00                                20,450.000     16,360
    (BONDED FIBER MATRIX)
020 TEMPORARY CHECK DAM                      LF           15.0000        450.00                                     0.000          0
021 TEMPORARY DRAINAGE INLET PROTECTION      EA          155.0000      6,665.00                                    33.000      5,115
022 TEMPORARY FIBER ROLL                     LF            3.6000     36,000.00                                 7,750.000     27,900
PROGRAM CAS145                                                                                                               PAGE  2
DATE 03/19/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0704
TIME 03:09 PM                                                                                                       ESTIMATE NO. 047
BID OPENING 10/15/13                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/25/17
R.E. NAME:  MICHAEL MORTENSEN                                                                        DATE OF THIS ESTIMATE  03/19/18
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
023 TEMPORARY GRAVEL BAG BERM                LF            9.0000      8,640.00                                   122.000      1,098
024 TEMPORARY LARGE SEDIMENT BARRIER         LF            4.5000     15,750.00                                     0.000          0
025 TEMPORARY SILT FENCE                     LF            6.2500        625.00                                   100.000        625
026 TEMPORARY CONSTRUCTION ENTRANCE          EA        9,000.0000     54,000.00                                     4.000     36,000
027 STREET SWEEPING                          LS       75,000.0000     75,000.00                                     1.000     75,000
028 TEMPORARY CONCRETE WASHOUT               LS       20,000.0000     20,000.00                                     1.000     20,000
029 TEMPORARY FENCE (TYPE ESA)               LF            3.5500     20,093.00                                 4,064.000     14,427
030 TREATED WOOD WASTE                       LB            0.1500     10,230.00                                39,160.000      5,874
031 CONTRACTOR-SUPPLIED BIOLOGIST (LS)       LS       10,000.0000     10,000.00                                     1.000     10,000
032 NATURAL RESOURCE PROTECTION PLAN         LS       35,000.0000     35,000.00                                     1.000     35,000
033 ABANDON DRAINAGE FACILITY                EA          700.0000      1,400.00                                     2.000      1,400
034 REMOVE WOOD FENCE                        LF           80.0000      1,280.00                                    16.000      1,280
035 REMOVE CHAIN LINK FENCE                  LF           10.0000     24,200.00                                 2,417.000     24,170
036 REMOVE MASONRY BLOCK WALL                LF          150.0000      1,800.00                                    30.000      4,500
037 REMOVE METAL BEAM GUARD RAILING          LF            7.0000     10,360.00                                 1,062.000      7,434
038 REMOVE SINGLE THRIE BEAM BARRIER         LF            5.0000      9,750.00                                 1,950.000      9,750
039 REMOVE DOUBLE THRIE BEAM BARRIER         LF            8.0000     11,440.00                                 1,365.000     10,920
040 REMOVE IRRIGATION FACILITY               LS       20,000.0000     20,000.00                                     0.750     15,000
041 REMOVE PAINTED TRAFFIC STRIPE            LF            0.5500      6,655.00                                45,252.000     24,888
042 REMOVE THERMOPLASTIC TRAFFIC STRIPE      LF            0.7000      3,185.00                                 7,037.000      4,925
043 REMOVE PAVEMENT MARKER                   EA            1.4000      1,568.00                                 1,093.000      1,530
044 REMOVE SIGN STRUCTURE (EA)               EA        8,000.0000      8,000.00                                     1.000      8,000
045 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT)  SQFT         15.0000      1,440.00                                     0.000          0
046 REMOVE ASPHALT CONCRETE DIKE             LF            2.5000      2,825.00                                   976.000      2,440
047 REMOVE REINFORCED CONCRETE BOX CULVERT ( CY          100.0000    127,000.00                                 1,191.000    119,100
    CY)
048 REMOVE INLET                             EA          900.0000      1,800.00                                     2.000      1,800
049 REMOVE HEADWALL                          EA        1,000.0000      4,000.00                                     4.000      4,000
PROGRAM CAS145                                                                                                               PAGE  3
DATE 03/19/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0704
TIME 03:09 PM                                                                                                       ESTIMATE NO. 047
BID OPENING 10/15/13                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/25/17
R.E. NAME:  MICHAEL MORTENSEN                                                                        DATE OF THIS ESTIMATE  03/19/18
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
050 RESET ROADSIDE SIGN (ONE POST)           EA          230.0000        460.00                                     4.000        920
051 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD          1.8500     74,555.00                                31,389.000     58,069
052 REMOVE CONCRETE BARRIER                  LF           25.0000     22,500.00                                   900.000     22,500
053 CLEARING AND GRUBBING (LS)               LS       40,000.0000     40,000.00                                     1.000     40,000
054 ROADWAY EXCAVATION                       CY           14.5000    568,400.00                                39,156.000    567,762
055 ROADWAY EXCAVATION (TYPE Z-2)            CY          130.0000    695,500.00                                 4,012.000    521,560
    (AERIALLY DEPOSITED LEAD)
056 STRUCTURE EXCAVATION (TYPE A)            CY          150.0000    526,500.00                                 3,495.000    524,250
(F)
057 STRUCTURE EXCAVATION (TYPE D)            CY           40.0000    328,320.00                                 8,208.200    328,328
(F)
058 STRUCTURE BACKFILL (BRIDGE)              CY           75.0000     86,325.00                                 1,142.000     85,650
(F)
059 LIGHTWEIGHT EMBANKMENT (EPS BLOCK)       CY          130.0000  1,114,620.00                                 8,574.000  1,114,620
(F)
060 GEOMEMBRANE (GASOLINE RESISTANT)         SQYD         40.0000     86,960.00                                 2,174.000     86,960
(F)
061 STRUCTURE BACKFILL                       CY           76.0000     80,104.00                                 1,054.000     80,104
(F) (LIGHTWEIGHT EMBANKMENT)
062 ROADSIDE CLEARING                        LS       10,000.0000     10,000.00                                     1.000     10,000
063 ROCK STAIN                               SQFT          1.5000     16,200.00                                 8,100.000     12,150
064 LIVE SILTATION                           LF           86.6500      4,592.45                                    53.000      4,592
065 WILLOW CUTTINGS                          EA           10.5000      2,520.00                                   215.000      2,257
066 WILLOW POLE                              EA           10.7500      2,365.00                                   201.000      2,160
067 MAINTAIN EXISTING PLANTED AREAS          LS        3,100.0000      3,100.00                                     1.000      3,100
068 PLANT ESTABLISHMENT WORK                 LS        8,700.0000      8,700.00                                     1.000      8,700
069 CHECK AND TEST EXISTING IRRIGATION       LS        3,100.0000      3,100.00                                     1.000      3,100
    FACILITIES
070 MAINTAIN EXISTING IRRIGATION FACILITIES  LS        3,100.0000      3,100.00                                     1.000      3,100
071 CONTROL AND NEUTRAL CONDUCTORS           LS        8,700.0000      8,700.00                                     1.000      8,700
072 1 1/2" ELECTRIC REMOTE CONTROL VALVE     EA          670.0000      1,340.00                                     2.000      1,340
073 2" ELECTRIC REMOTE CONTROL VALVE         EA          725.0000      1,450.00                                     2.000      1,450
074 TEMPORARY IRRIGATION LINE                LF           15.0000     10,800.00                                   720.000     10,800
(F)
075 SPRINKLER (TYPE C-2)                     EA           26.0000      4,160.00                                   155.000      4,030
076 3" GATE VALVE                            EA          460.0000      2,760.00                                     5.000      2,300
PROGRAM CAS145                                                                                                               PAGE  4
DATE 03/19/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0704
TIME 03:09 PM                                                                                                       ESTIMATE NO. 047
BID OPENING 10/15/13                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/25/17
R.E. NAME:  MICHAEL MORTENSEN                                                                        DATE OF THIS ESTIMATE  03/19/18
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
077 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY  LF            7.4000      2,390.20                                   323.000      2,390
(F) LINE)
078 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY    LF            7.5000      1,200.00                                   160.000      1,200
(F) LINE)
079 1 1/4" PLASTIC PIPE (SCHEDULE 40)        LF            9.0000      2,394.00                                   266.000      2,394
(F) (SUPPLY LINE)
080 1 1/2" PLASTIC PIPE (SCHEDULE 40)        LF           10.5000        241.50                                    23.000        241
(F) (SUPPLY LINE)
081 2" PLASTIC PIPE (SCHEDULE 40)            LF           11.7500        728.50                                    62.000        728
(F) (SUPPLY LINE)
082 3" PLASTIC PIPE (SCHEDULE 40)            LF            9.2000     24,932.00                                 2,710.000     24,932
(F) (SUPPLY LINE)
083 BALL VALVE                               EA          460.0000      1,380.00                                     3.000      1,380
084 8" CORRUGATED HIGH DENSITY               LF           92.0000      2,760.00                                    30.000      2,760
(F) POLYETHYLENE PIPE CONDUIT
085 EXTEND 8" CONDUIT                        LF           92.0000      1,656.00                                    17.000      1,564
086 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA          205.0000      1,230.00                                     6.000      1,230
087 IMPORTED TOPSOIL (CY)                    CY           25.0000      3,000.00                                   116.000      2,900
088 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT          0.4500     39,240.00                                80,000.000     36,000
089 HYDROMULCH                               SQFT          0.1500     35,550.00                               231,000.000     34,650
090 FIBER ROLLS                              LF            3.6000     35,100.00                                 9,750.000     35,100
091 STRAW                                    SQFT          0.0500      6,500.00                               128,631.000      6,431
092 HYDROSEED (MIX A)                        SQFT          0.1000      4,700.00                                46,938.000      4,693
093 HYDROSEED (MIX B)                        SQFT          0.1000     15,000.00                               148,456.000     14,845
094 HYDROSEED (MIX C)                        SQFT          0.1000      4,030.00                                34,386.000      3,438
095 COMPOST (TYPE 1)                         SQFT          0.3500     52,500.00                               148,456.000     51,959
096 COMPOST (TYPE 2)                         SQFT          0.3500     16,450.00                                46,938.000     16,428
097 INCORPORATE MATERIALS                    SQFT          0.1500      7,050.00                                46,938.000      7,040
098 CLASS 1 AGGREGATE SUBBASE                CY           90.0000    101,700.00                                 1,128.000    101,520
099 CLASS 2 AGGREGATE BASE (CY)              CY           65.0000    605,800.00                                 9,467.000    615,355
100 LEAN CONCRETE BASE                       CY          135.0000     48,600.00                                   357.000     48,195
101 HOT MIX ASPHALT (TYPE A)                 TON         111.5500  2,141,760.00                                18,087.000  2,017,604
102 SHOULDER RUMBLE STRIP                    STA          40.5000      4,860.00                                   100.000      4,050
    (HMA,GROUND-IN INDENTATIONS)
103 PLACE HOT MIX ASPHALT DIKE (TYPE A)      LF            3.7500      9,487.50                                 4,442.000     16,657
PROGRAM CAS145                                                                                                               PAGE  5
DATE 03/19/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0704
TIME 03:09 PM                                                                                                       ESTIMATE NO. 047
BID OPENING 10/15/13                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/25/17
R.E. NAME:  MICHAEL MORTENSEN                                                                        DATE OF THIS ESTIMATE  03/19/18
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
104 PLACE HOT MIX ASPHALT DIKE (TYPE C)      LF            2.7500        440.00                                   158.000        434
105 PLACE HOT MIX ASPHALT DIKE (TYPE E)      LF            2.5500      3,162.00                                 1,870.000      4,768
106 PLACE HOT MIX ASPHALT DIKE (TYPE F)      LF            2.7000        945.00                                   345.000        931
107 PLACE HOT MIX ASPHALT                    SQYD         18.6000     11,904.00                                   568.000     10,564
    (MISCELLANEOUS AREA)
108 TACK COAT                                TON       2,025.0000     38,475.00                                    23.700     47,992
109 FURNISH 24" STEEL PIPE PILING            LF           70.0000    294,560.00       204.200    14,294.00      3,578.000    250,460
110 DRIVE 24" STEEL PIPE PILE                EA        3,000.0000    264,000.00         5.000    15,000.00         88.000    264,000
111 FURNISH PILING (CLASS 200)               LF           50.0000    201,800.00                                 4,036.200    201,810
    (ALTERNATIVE W)
112 DRIVE PILE (CLASS 200)                   EA        3,400.0000    231,200.00                                    68.000    231,200
    (ALTERNATIVE W)
113 60" CAST-IN-DRILLED-HOLE CONCRETE        LF        1,250.0000     27,500.00                                    22.000     27,500
    PILE (SIGN FOUNDATION)
114 SEAL COURSE CONCRETE                     CY          190.0000    119,510.00                                     0.000          0
115 STRUCTURAL CONCRETE, BRIDGE FOOTING      CY          390.0000    116,610.00                                   299.000    116,610
(F)
116 STRUCTURAL CONCRETE, BRIDGE              CY          400.0000  1,223,200.00                                 3,052.000  1,220,800
(F)
117 STRUCTURAL CONCRETE, APPROACH SLAB       CY        1,250.0000     43,750.00                                    35.000     43,750
(F) (TYPE EQ)
118 STRUCTURAL CONCRETE, APPROACH SLAB       CY          620.0000    301,940.00                                   487.000    301,940
(F) (TYPE N)
119 MINOR CONCRETE (MINOR STRUCTURE)         CY        1,350.0000    156,600.00                                   116.000    156,600
(F)
120 MASONRY BLOCK WALL                       SQFT         15.0000      1,440.00                                    96.000      1,440
(F)
121 JOINT SEAL (MR 1/2")                     LF           40.0000     37,720.00                                   708.000     28,320
122 BAR REINFORCING STEEL (BRIDGE)           LB            1.1000    675,913.70                               613,437.000    674,780
(F)
123 HEADED BAR REINFORCEMENT                 EA           23.0000    104,190.00                                 4,530.000    104,190
(F)
124 FURNISH SIGN STRUCTURE (TRUSS)           LB            4.5000     72,967.50                                16,215.000     72,967
(F)
125 INSTALL SIGN STRUCTURE (TRUSS)           LB            0.6500     10,539.75                                16,215.000     10,539
(F)
126 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT         28.2500      7,345.00                                   257.000      7,260
127 INSTALL SIGN PANEL ON EXISTING FRAME     SQFT         13.6000      3,536.00                                   128.000      1,740
128 24" ALTERNATIVE PIPE CULVERT             LF           95.0000     34,200.00                                   358.000     34,010
129 TEMPORARY CULVERT                        LF           65.0000     42,900.00                                   506.000     32,890
130 24" PLASTIC PIPE                         LF           80.0000     42,400.00                                   431.000     34,480
PROGRAM CAS145                                                                                                               PAGE  6
DATE 03/19/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0704
TIME 03:09 PM                                                                                                       ESTIMATE NO. 047
BID OPENING 10/15/13                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/25/17
R.E. NAME:  MICHAEL MORTENSEN                                                                        DATE OF THIS ESTIMATE  03/19/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
131 18" REINFORCED CONCRETE PIPE (CLASS V)   LF           60.0000      7,800.00                                   120.000      7,200
132 24" REINFORCED CONCRETE PIPE (CLASS V)   LF           80.0000    129,600.00                                 1,620.000    129,600
133 TEMPORARY SLOTTED CORRUGATED STEEL PIPE  LF           65.0000    156,650.00                                 2,408.000    156,520
134 STRUCTURE APPROACH DRAINAGE SYSTEM       LS       14,000.0000     14,000.00                                     1.000     14,000
135 3" SLOTTED PLASTIC PIPE UNDERDRAIN       LF            7.0000      5,180.00                                   736.000      5,152
136 4" PLASTIC PIPE (EDGE DRAIN)             LF           25.0000     63,250.00                                 2,530.000     63,250
137 4" PLASTIC PIPE (EDGE DRAIN OUTLET)      LF           40.0000     18,800.00                                   470.000     18,800
138 CLASS 2 PERMEABLE MATERIAL (BLANKET)     CY           95.0000      4,465.00                                    94.000      8,930
139 TEMPORARY DRAINAGE INLET                 EA        5,000.0000     55,000.00                                    11.000     55,000
140 DRAINAGE INLET MARKER                    EA          250.0000        500.00                                     2.000        500
141 6" WELDED STEEL PIPE CASING (BRIDGE)     LF          130.0000      6,110.00                                    57.000      7,410
    (.250" THICK)
142 TEMPORARY FLARED END SECTION             EA          550.0000        550.00                                     1.000        550
143 24" ALTERNATIVE FLARED END SECTION       EA          650.0000      1,950.00                                     3.000      1,950
144 TEMPORARY CAP INLET                      EA          550.0000      2,200.00                                     3.000      1,650
145 36" PRECAST CONCRETE PIPE INLET          LF          610.0000      1,891.00                                     3.100      1,891
146 INLET DEPRESSION                         EA          810.0000     21,060.00                                    27.000     21,870
147 ROCK SLOPE PROTECTION                    CY          130.0000    312,000.00                                 2,391.000    310,830
    (1/2 T, METHOD A) (CY)
148 ROCK SLOPE PROTECTION (NO. 1, METHOD B)  CY          115.0000    178,250.00                                 1,529.000    175,835
    (CY)
149 GABION                                   CY          190.0000     55,290.00                                   291.000     55,290
(F)
150 ROCK SLOPE PROTECTION FABRIC (CLASS 8)   SQYD          5.0000     15,450.00                                 3,026.000     15,130
151 MINOR CONCRETE (MISCELLANEOUS            CY            3.7500      3,450.00                                     0.000          0
    CONSTRUCTION)
152 MINOR CONCRETE (GUTTER DEPRESSION)       CY          730.0000      4,672.00                                     6.400      4,672
153 MINOR CONCRETE (EXPOSED AGGREGATE        SQFT          3.4500     22,942.50                                 6,321.000     21,807
    CONCRETE)
154 MISCELLANEOUS IRON AND STEEL             LB            2.0000     18,780.00                                 9,390.000     18,780
(F)
155 WATER LINE (GOLETA WATER DISTRICT)       LS      250,000.0000    250,000.00                                     1.000    250,000
156 SEWER LINE (GOLETA SANITARY DISTRICT)    LS      150,000.0000    150,000.00                                     1.000    150,000
157 TEMPORARY FENCE (TYPE CL-6)              LF           14.0000      5,040.00                                   720.000     10,080
PROGRAM CAS145                                                                                                               PAGE  7
DATE 03/19/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0704
TIME 03:09 PM                                                                                                       ESTIMATE NO. 047
BID OPENING 10/15/13                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/25/17
R.E. NAME:  MICHAEL MORTENSEN                                                                        DATE OF THIS ESTIMATE  03/19/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
158 TEMPORARY FENCE (TYPE CL-6, SLATTED)     LF           70.0000      1,960.00                                     0.000          0
159 CHAIN LINK FENCE (TYPE CL-6)             LF           30.0000      9,300.00                                   290.000      8,700
160 WOOD FENCE                               LF          165.0000      2,640.00                                    26.000      4,290
161 4' CHAIN LINK GATE (TYPE CL-6)           EA          710.0000        710.00                                     1.000        710
162 8' CHAIN LINK GATE (TYPE CL-6)           EA        1,315.0000      2,630.00                                     1.000      1,315
163 16' CHAIN LINK GATE (TYPE CL-6)          EA        2,025.0000      2,025.00                                     2.000      4,050
164 CHAIN LINK FENCE                         LF           35.0000     69,300.00                                 1,980.000     69,300
    (TYPE CL-8, SLATTED, MODIFIED)
165 4' CHAIN LINK GATE                       EA          960.0000      4,800.00                                     5.000      4,800
    (TYPE CL-8, SLATTED, MODIFIED)
166 METAL BEAM GUARD RAILING (STEEL POST)    LF           24.0000     27,360.00                                   675.000     16,200
167 VEGETATION CONTROL (MINOR CONCRETE)      SQYD         55.0000     92,400.00                                 1,430.000     78,650
168 CHAIN LINK RAILING (TYPE 7)              LF          140.0000      7,000.00                                    50.000      7,000
(F)
169 DOUBLE THRIE BEAM BARRIER (STEEL POST)   LF           41.0000     89,380.00                                 2,094.000     85,854
170 TRANSITION RAILING (TYPE WB)             EA        3,400.0000     10,200.00                                     3.000     10,200
171 TRANSITION RAILING (TYPE DTB)            EA        3,400.0000     10,200.00                                     3.000     10,200
172 END ANCHOR ASSEMBLY (TYPE SFT)           EA          715.0000      1,430.00                                     1.000        715
173 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        2,600.0000      7,800.00                                     3.000      7,800
174 CONCRETE BARRIER (TYPE 60A)              LF          110.0000     16,940.00                                   214.000     23,540
175 CONCRETE BARRIER (TYPE 60R MODIFIED)     LF          105.0000     21,000.00                                   195.000     20,475
176 CONCRETE BARRIER (TYPE 80)               LF          230.0000     47,840.00                                   208.000     47,840
(F)
177 CONCRETE BARRIER (TYPE 60 MODIFIED)      LF           70.0000    103,600.00                                 1,472.000    103,040
178 CALIFORNIA ST-40 BRIDGE RAIL (MOD)       LF          715.0000     33,605.00                                    47.000     33,605
179 THERMOPLASTIC PAVEMENT MARKING           SQFT          6.2000      5,332.00                                   406.000      2,517
180 THERMOPLASTIC TRAFFIC STRIPE             LF            0.5500     22,330.00                                10,273.000      5,650
    (SPRAYABLE)
181 PAVEMENT MARKER (NON-REFLECTIVE)         EA            2.7500      1,595.00                                   598.000      1,644
182 PAVEMENT MARKER (RETROREFLECTIVE)        EA            3.4500      3,036.00                                   754.000      2,601
183 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS          540.0000        540.00                                     0.000          0
    SYSTEM ELEMENTS DURING CONSTRUCTION
184 MODIFY WIRELESS VEHICLE DETECTION        LS       11,400.0000     11,400.00                                     1.000     11,400
    SYSTEM
PROGRAM CAS145                                                                                                               PAGE  8
DATE 03/19/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0704
TIME 03:09 PM                                                                                                       ESTIMATE NO. 047
BID OPENING 10/15/13                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/25/17
R.E. NAME:  MICHAEL MORTENSEN                                                                        DATE OF THIS ESTIMATE  03/19/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
185 MODIFY SIGNAL                            LS       13,500.0000     13,500.00                                     1.000     13,500
186 MODIFY LIGHTING AND SIGN ILLUMINATION    LS       59,300.0000     59,300.00                                     1.000     59,300
PROGRAM CAS145                                                                                                               PAGE  9
DATE 03/19/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0704
TIME 03:09 PM                                                                                                       ESTIMATE NO. 047
BID OPENING 10/15/13                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/25/17
R.E. NAME:  MICHAEL MORTENSEN                                                                        DATE OF THIS ESTIMATE  03/19/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                               29,294.00               14,779,996.85
         ADJUSTMENT OF COMPENSATION                                                                 0.00                  258,273.59
         EXTRA WORK                                                                            10,920.00                1,250,079.91
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                                40,214.00               16,288,350.35
187 MOBILIZATION                             LS    1,224,250.4000  1,224,250.40                                     1.000  1,224,250
         ORIGINAL CONTRACT AMOUNT                              16,629,374.00
    TOTAL WORK COMPLETED                                                                       40,214.00               17,512,600.75
         MATERIALS ON HAND ON SITE                                                                                              0.00
         DEDUCTIONS                                                                                 0.00                  -84,165.94
    TOTAL                                                                                      40,214.00               17,428,434.81
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                              N O N E
DATE CONTR CONTRACT DATE WORK   BEGIN    JOB COM-    WORKING   WEATHER NON-   C.C.O.       OTHER        PERCENT     PERCENT TIME
 APPROVED    DAYS    STARTED   CONSTR   PLETED ON     DAYS     WORKING DAYS    DAYS        DAYS        COMPLETED       ELAPSED
  12/12/13     700   02/01/14  02/06/14  08/25/17       736        148           36           0            100%           100%
                                                                                  MICHAEL MORTENSEN
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 03/19/18