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 10/22/18                                                  EST. NO. 006
     TIME 10:53 AM
     R.E. NAME: LEE, PETER                                             07-202124
     ---------------------------------------------------------------------------
     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 0076         220.00 E.W. @ F.A.(+) 061418 Y 0023.2
         0077         285.82                081518 Y 0094.1
         0078         150.69                081718 Y 0099.1
         0079         991.39                091318 Y 0155.0
         0080         991.39                091418 Y 0156.0
         0083       1,186.21                092718 Y 0162.0
         0084       1,216.02                091718 Y 0169.0
         0085       1,068.86                091818 Y 0170.0
         0086       1,378.73                091918 Y 0171.0
         0087       1,378.73                092018 N 0172.0
         0088       1,355.42                092118 Y 0173.0
         0089         922.42                092418 Y 0174.0
         0090         922.42                092518 Y 0175.0
         0091       1,171.18                092618 Y 0176.0
         0092       1,163.41                092718 Y 0177.0
         0093       1,021.93                092818 Y 0178.0
         0094         527.15                061118 N 0060.1
         0095       1,882.61                061418 N 0063.1
         0096         408.43                100118 Y 0181.0
         0097       1,159.09                100218 Y 0183.0
         0098       1,629.92                100318 Y 0186.0
         0099       1,159.09                100418 Y 0188.0
         0100       1,116.10                100518 Y 0190.0
         0101       1,676.93                100818 Y 0191.0
         0102       1,002.13                100918 Y 0192.0
         0103       1,080.61                101018 Y 0193.0
         0104       1,067.37                101118 Y 0194.0
         0105         816.85                101218 Y 0195.0
         0106       1,080.61                101518 Y 0196.0
     002 0005       4,485.10 E.W. @ F.A.(+) 100118 Y 0182.0
         0006       4,161.86                100218 Y 0185.0
     003 0004         958.00 A.C. @ U.P.(+) 090118 N 0180.0
     007 0005       2,156.00 E.W. @ F.A.(+) 093018 Y 0158.0
     009 0015       1,903.00 E.W. @ F.A.(+) 082918 Y 0132.1
         0016       1,903.00                083018 Y 0133.1
         0017       1,010.91                092818 Y 0168.0
         0018       1,274.54                100218 Y 0184.0
         0019       1,160.04                100418 Y 0189.0
     010 0002       3,455.42 E.W. @ F.A.(+) 092818 Y 0160.0
         0003       1,280.57                092718 Y 0161.0
     011 0005         780.10 E.W. @ F.A.(+) 092518 Y 0159.0
     013 0001       3,092.66 E.W. @ F.A.(+) 082718 Y 0114.0
         0002       6,205.87                082818 Y 0115.0
         0003       3,092.66                082418 Y 0116.0
         0004       3,726.32                082718 N 0152.0
         0005       3,692.40                082818 N 0153.0
         0006       3,385.01                082418 N 0154.0
         0007         748.00                082818 Y 0115.1
     014 0002     111,651.49 A.C. @ L.S.(+) 101118 N 1    0
     018 0002       5,289.98 E.W. @ F.A.(+) 082018 N 0157.1
         0003       7,187.46                100818 N 3    0
     PROGRAM CAS145   S C H E D U L E   O F   E X T R A   W O R K    PAGE NO.  2
     DATE 10/22/18                                                  EST. NO. 006
     TIME 10:53 AM
     R.E. NAME: LEE, PETER                                             07-202124
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
     021 0001         291.34 E.W. @ F.A.(+) 092518 Y 0163.0
         0002       1,934.97                092618 Y 0164.0
         0003         513.14                091318 Y 0165.0
         0004       1,479.52                091418 Y 0166.0
         0005       2,849.76                092018 Y 0167.0
     023 0001      31,936.94 A.C. @ L.S.(+) 100318 N 1    0
                  241,637.57  TOTAL THIS ESTIMATE
                  484,239.91  TOTAL PREVIOUS ESTIMATE
                  725,877.48  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 10/22/18                                                  EST. NO. 006
     TIME 10:53 AM
     R.E. NAME: LEE, PETER                                             07-202124
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     EQUAL EMPLOYMENT OPPORTUNITY
     FHWA 1391                  -30,000.00  005
     FHWA 1391                   30,000.00  006
                                                       30,000.00            0.00
     OVERBID ITEMS
     OVERBID ITEM NO. 300        -4,332.47  003
     OVERBID ITEM NO. 300        -2,166.24  004
                                                            0.00       -6,498.71
                              TOTAL DEDUCTIONS         30,000.00       -6,498.71
PROGRAM CAS145                                                                                                               PAGE  1
DATE 10/22/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202124
TIME 10:53 AM                                                                                                       ESTIMATE NO. 006
BID OPENING 01/30/18                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/18
R.E. NAME:  LEE, PETER                                                                               DATE OF THIS ESTIMATE  10/22/18
        LOCATION                                        PROGRESS ESTIMATE
07-LA-710-20.9/24.6                                     -----------------
                                FLATIRON WEST, INC.                                       IN LA COUNTY IN COMMERCE AND BELL
                                1770 LA COSTA MEADOWS DRIVE                               FROM SOUTH ATLANTIC BLVD TO TRIGGS
                                SAN MARCOS, CA. 92073                                     STREET
                                1770 LA COSTA MEADOWS DRIVE
                                SAN MARCOS  CA 92078
FED. AID NO. ACIM- 710-1(839)E
                                                                                          PAVEMENT REHAB & BRIDGE WIDENING
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
001 LEAD COMPLIANCE PLAN                     LS        5,000.0000      5,000.00                                     1.000      5,000
002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS        1,000.0000      1,000.00                                     0.250        250
003 TIME-RELATED OVERHEAD (WDAY)             WDAY      7,845.0000  7,845,000.00        20.000   156,900.00        110.000    862,950
004 CONSTRUCTION AREA SIGNS                  LS      271,965.0000    271,965.00         0.020     5,439.30          0.305     82,949
005 TRAFFIC CONTROL SYSTEM                   LS    2,300,000.0000  2,300,000.00         0.020    46,000.00          0.110    253,000
006 TYPE II BARRICADE                        EA          215.0000      3,010.00                                     0.000          0
007 TYPE III BARRICADE                       EA          305.0000     25,620.00                                     0.000          0
008 CHANNELIZER (SURFACE MOUNTED)            EA           65.0000     74,100.00                                   171.000     11,115
009 CHANNELIZER (SURFACE MOUNTED)            EA           60.0000      1,800.00                                     0.000          0
    (LEFT IN PLACE)
010 TEMPORARY TERMINAL SECTION (TYPE K)      EA        1,800.0000      5,400.00                                     1.000      1,800
011 TEMPORARY RAILING (TYPE K)               LF           10.0000    719,000.00                                 7,020.000     70,200
012 TEMPORARY CRASH CUSHION MODULE           EA          125.0000     80,000.00        40.000     5,000.00        189.000     23,625
013 JOB SITE MANAGEMENT                      LS      198,000.0000    198,000.00         0.020     3,960.00          0.110     21,780
014 PREPARE STORM WATER POLLUTION PREVENTION LS        2,500.0000      2,500.00                                     1.000      2,500
     PLAN
015 RAIN EVENT ACTION PLAN                   EA          500.0000     41,500.00                                     0.000          0
016 STORM WATER SAMPLING AND ANALYSIS DAY    EA           25.0000      1,000.00                                     0.000          0
017 STORM WATER ANNUAL REPORT                EA        2,000.0000     10,000.00                                     0.000          0
018 TEMPORARY HYDRAULIC MULCH                SQYD          0.7300     10,950.00                                     0.000          0
    (BONDED FIBER MATRIX)
019 TEMPORARY HYDROSEED                      SQYD          0.6000      4,560.00                                     0.000          0
020 TEMPORARY COVER                          SQYD          1.2000      3,600.00     2,667.000     3,200.40      2,667.000      3,200
021 TEMPORARY CHECK DAM                      LF           19.2500      1,925.00                                     0.000          0
022 TEMPORARY DRAINAGE INLET PROTECTION      EA          395.0000     31,600.00                                    31.000     12,245
PROGRAM CAS145                                                                                                               PAGE  2
DATE 10/22/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202124
TIME 10:53 AM                                                                                                       ESTIMATE NO. 006
BID OPENING 01/30/18                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/18
R.E. NAME:  LEE, PETER                                                                               DATE OF THIS ESTIMATE  10/22/18
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
023 TEMPORARY FIBER ROLL                     LF            4.0000     44,000.00                                   425.000      1,700
024 TEMPORARY GRAVEL BAG BERM                LF            4.0000     25,200.00                                   505.000      2,020
025 TEMPORARY SILT FENCE                     LF            5.0000      5,000.00                                 1,237.000      6,185
026 TEMPORARY CONSTRUCTION ENTRANCE          EA        8,500.0000     34,000.00                                     8.000     68,000
027 STREET SWEEPING                          LS      450,000.0000    450,000.00         0.020     9,000.00          0.110     49,500
028 TEMPORARY CONCRETE WASHOUT               LS       65,000.0000     65,000.00         0.020     1,300.00          0.110      7,150
029 REMOVE YELLOW THERMOPLASTIC TRAFFIC      LF            0.4800     11,856.00                                     0.000          0
    STRIPE (HAZARDOUS WASTE)
030 WORK AREA MONITORING (BRIDGE)            LS       15,000.0000     15,000.00                                     0.500      7,500
031 TREATED WOOD WASTE                       LB            0.4000     54,400.00    38,300.000    15,320.00     40,773.000     16,309
032 REMOVE CONCRETE (LF)                     LF            4.5000     24,345.00                                   466.500      2,099
033 REMOVE CONCRETE (CY)                     CY          250.0000     11,500.00                                    17.770      4,442
034 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
035 CLEARING AND GRUBBING (LS)               LS      118,000.0000    118,000.00                                     1.000    118,000
036 ROADWAY EXCAVATION                       CY           34.0000  1,465,740.00                                 8,150.000    277,100
037 ROADWAY EXCAVATION (TYPE Z-2)            CY          150.0000    781,500.00                                 5,210.000    781,500
    (AERIALLY DEPOSITED LEAD)
038 ROADWAY EXCAVATION (TYPE Y-1)            CY           17.0000     12,580.00                                   740.000     12,580
    (AERIALLY DEPOSITED LEAD)
039 STRUCTURE EXCAVATION                     CY          185.0000      5,550.00                                     0.000          0
(F)
040 STRUCTURE EXCAVATION (BRIDGE)            CY          588.0000  1,591,716.00       134.700    79,203.60      2,571.000  1,511,748
(F)
041 STRUCTURE EXCAVATION (RETAINING WALL)    CY           82.0000    403,112.00                                 4,670.200    382,956
(F)
042 STRUCTURE EXCAVATION (TYPE CM)           CY           25.0000     13,675.00       271.000     6,775.00        547.000     13,675
    (NON-HAZARDOUS WASTE)
043 STRUCTURE EXCAVATION (TYPE Z-2A)         CY          165.0000    113,685.00       100.000    16,500.00        689.000    113,685
    (CALIFORNIA HAZARDOUS WASTE)
044 STRUCTURE EXCAVATION (TYPE Y-1)          CY           25.0000     79,675.00                                 3,187.000     79,675
    (AERIALLY DEPOSITED LEAD)
045 STRUCTURE BACKFILL                       CY          450.0000      4,500.00                                     0.000          0
(F)
046 STRUCTURE BACKFILL (BRIDGE)              CY           35.0000    113,190.00       576.000    20,160.00        650.000     22,750
(F)
047 STRUCTURE BACKFILL (RETAINING WALL)      CY           42.0000    324,282.00       772.100    32,428.20        772.100     32,428
(F)
048 PERVIOUS BACKFILL MATERIAL               CY          135.0000      8,235.00                                     0.000          0
(F)
049 SUBGRADE ENHANCEMENT GEOTEXTILE,         SQYD          3.1000    347,200.00                                     0.000          0
    CLASS B3
PROGRAM CAS145                                                                                                               PAGE  3
DATE 10/22/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202124
TIME 10:53 AM                                                                                                       ESTIMATE NO. 006
BID OPENING 01/30/18                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/18
R.E. NAME:  LEE, PETER                                                                               DATE OF THIS ESTIMATE  10/22/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
050 ROADSIDE CLEARING                        LS       41,928.0000     41,928.00                                     0.000          0
051 PRUNE EXISTING PLANTS                    LS       19,390.0000     19,390.00                                     0.000          0
052 ROCK BLANKET                             SQFT         13.4000    657,940.00                                     0.000          0
053 SLOW-RELEASE FERTILIZER                  LB            2.1300      2,832.90                                     0.000          0
054 PLANT (GROUP H)                          EA            0.5800     37,990.00                                     0.000          0
055 PLANT (GROUP K)                          EA          345.1800      1,035.54                                     0.000          0
056 PLANT (GROUP A)                          EA           16.5500     10,095.50                                     0.000          0
057 PLANT (GROUP B)                          EA           26.2900     20,243.30                                     0.000          0
058 PLANT (GROUP U)                          EA          142.1300     13,075.96                                     0.000          0
059 MAINTAIN EXISTING PLANTED AREAS          LS       36,649.7500     36,649.75                                     0.000          0
060 PLANT ESTABLISHMENT WORK                 LS       77,461.9300     77,461.93                                     0.000          0
061 WOOD MULCH                               CY           38.5800    207,560.40                                     0.000          0
062 CHECK AND TEST EXISTING IRRIGATION       LS        7,329.9500      7,329.95                                     1.000      7,329
    FACILITIES
063 OPERATE EXISTING IRRIGATION FACILITIES   LS       39,593.9100     39,593.91                                     0.000          0
064 CONTROL AND NEUTRAL CONDUCTORS           LS       23,857.8700     23,857.87                                     0.000          0
065 3/4" REMOTE CONTROL VALVE                EA          345.1800      2,071.08                                     0.000          0
066 1" REMOTE CONTROL VALVE                  EA          395.9400      3,563.46                                     0.000          0
067 1 1/2" REMOTE CONTROL VALVE              EA          558.3800      3,350.28                                     0.000          0
068 2" REMOTE CONTROL VALVE                  EA          598.9800     10,182.66                                     0.000          0
069 16-18 STATION IRRIGATION CONTROLLER      EA       10,253.8100     51,269.05                                     0.000          0
    (WALL MOUNTED)
070 TEMPORARY IRRIGATION SYSTEM              LS       69,644.6700     69,644.67                                     0.000          0
071 1" GALVANIZED STEEL PIPE (SUPPLY LINE)   LF           16.5500      3,641.00                                     0.000          0
(F)
072 2" GALVANIZED STEEL PIPE (SUPPLY LINE)   LF           21.4200     10,817.10                                     0.000          0
(F)
073 IRRIGATION CONTROLLER ENCLOSURE          EA        1,989.8500      9,949.25                                     0.000          0
    CABINET
074 2" BACKFLOW PREVENTER ASSEMBLY           EA        6,203.0500     12,406.10                                     0.000          0
075 FLOW SENSOR                              EA          842.6400      3,370.56                                     0.000          0
076 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN)   EA           76.9500     16,929.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  4
DATE 10/22/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202124
TIME 10:53 AM                                                                                                       ESTIMATE NO. 006
BID OPENING 01/30/18                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/18
R.E. NAME:  LEE, PETER                                                                               DATE OF THIS ESTIMATE  10/22/18
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
077 RISER SPRINKLER ASSEMBLY                 EA           36.3500     43,256.50                                     0.000          0
078 CAM COUPLER ASSEMBLY                     EA          680.2000        680.20                                     0.000          0
079 2" GATE VALVE                            EA          588.8300      2,944.15                                     0.000          0
080 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY  LF            4.1100     61,502.04                                     0.000          0
(F) LINE)
081 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY    LF            4.2600     32,005.38                                     0.000          0
(F) LINE)
082 1 1/4" PLASTIC PIPE (SCHEDULE 40)        LF            4.4200     16,186.04                                     0.000          0
(F) (SUPPLY LINE)
083 1 1/2" PLASTIC PIPE (SCHEDULE 40)        LF            4.5200     10,531.60                                     0.000          0
(F) (SUPPLY LINE)
084 2" PLASTIC PIPE (SCHEDULE 40)            LF            4.9200     51,615.72                                     0.000          0
(F) (SUPPLY LINE)
085 BALL VALVE                               EA          416.2400      6,659.84                                     0.000          0
086 8" WELDED STEEL PIPE CONDUIT             LF          284.2600     93,805.80                                     0.000          0
087 HYDROMULCH                               SQFT          0.0300      2,055.00                                     0.000          0
088 HYDROSEED                                SQFT          0.0300      2,055.00                                     0.000          0
089 COMPOST (CY)                             CY          111.6800      1,340.16                                     0.000          0
090 INCORPORATE MATERIALS                    SQFT          0.9600      3,734.40                                     0.000          0
091 CLASS 3 AGGREGATE BASE (CY)              CY           38.0000  1,064,000.00                                     0.000          0
092 LEAN CONCRETE BASE                       CY          125.0000    201,250.00                                     0.000          0
093 LEAN CONCRETE BASE RAPID SETTING         CY          154.0000  2,063,600.00                                     0.000          0
094 BASE BOND BREAKER (GEOSYNTHETIC)         SQYD          2.4000    259,200.00                                     0.000          0
095 HOT MIX ASPHALT (TYPE A)                 TON         100.0000    237,000.00                                     0.000          0
096 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)  TON         115.0000    120,750.00                                     0.000          0
097 HOT MIX ASPHALT (BRIDGE)                 TON         250.0000      6,750.00        20.000     5,000.00         20.000      5,000
098 ASPHALT BINDER                           TON       1,500.0000      1,500.00                                     0.000          0
    (GEOSYNTHETIC PAVEMENT INTERLAYER)
099 GEOSYNTHETIC PAVEMENT INTERLAYER         SQYD          1.7500      2,152.50                                     0.000          0
    (PAVING MAT)
100 PLACE HOT MIX ASPHALT DIKE (TYPE C)      LF            3.9500      2,409.50                                     0.000          0
101 PLACE HOT MIX ASPHALT DIKE (TYPE D)      LF            3.9500      2,449.00                                     0.000          0
102 PLACE HOT MIX ASPHALT DIKE (TYPE E)      LF            3.9500        948.00                                     0.000          0
103 PLACE HOT MIX ASPHALT DIKE (TYPE F)      LF            3.9500     12,126.50                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  5
DATE 10/22/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202124
TIME 10:53 AM                                                                                                       ESTIMATE NO. 006
BID OPENING 01/30/18                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/18
R.E. NAME:  LEE, PETER                                                                               DATE OF THIS ESTIMATE  10/22/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
104 PLACE HOT MIX ASPHALT                    SQYD         50.0000      1,250.00                                     0.000          0
    (MISCELLANEOUS AREA)
105 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD          1.0000     18,600.00                                     0.000          0
106 CONTINUOUSLY REINFORCED CONCRETE         CY          340.0000    578,000.00                                     0.000          0
    PAVEMENT (RSC)
107 CONTINUOUSLY REINFORCED CONCRETE         LF           22.0000      2,420.00                                     0.000          0
    PAVEMENT (TERMINAL JOINT, TYPE D)
108 CONTINUOUSLY REINFORCED CONCRETE         LF        1,340.0000    147,400.00                                     0.000          0
    PAVEMENT (WIDE FLANGE BEAM TERMINAL)
109 CONTINUOUSLY REINFORCED CONCRETE         LF          405.0000     44,550.00                                     0.000          0
    PAVEMENT (EXPANSION JOINT, TYPE WF)
110 JOINTED PLAIN CONCRETE PAVEMENT          CY          276.0000    703,800.00                                     0.000          0
111 JOINTED PLAIN CONCRETE PAVEMENT          CY          250.0000  8,725,000.00                                     0.000          0
    (RSC)
112 DRILL AND BOND (DOWEL BAR)               EA           20.3500     10,378.50                                     0.000          0
113 DRILL AND BOND (TIE BAR)                 EA           16.0000     49,920.00                                     0.000          0
114 JOINT SEAL (PREFORMED COMPRESSION)       LF            2.8900    283,509.00                                     0.000          0
115 ISOLATION JOINT SEAL (PREFORMED          LF           13.5400    398,076.00                                     0.000          0
    COMPRESSION)
116 REMOVE CONCRETE PAVEMENT AND BASE        CY           35.0000  1,288,350.00                                     0.000          0
117 FURNISH STEEL PILING (HP 14 X 89)        LF           50.0000     49,600.00                                   992.000     49,600
118 DRIVE STEEL PILE (HP 14 X 89)            EA        1,625.0000     39,000.00                                    24.000     39,000
119 96" PERMANENT STEEL CASING               LF        1,140.0000     91,200.00                                     0.000          0
120 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF           86.0000  1,197,292.00     4,500.000   387,000.00      7,417.000    637,862
121 87" CAST-IN-DRILLED-HOLE CONCRETE PILING LF        1,830.0000    499,590.00                                     0.000          0
122 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
123 FURNISH PILING (CLASS 90)                LF           35.0000    738,745.00     5,400.000   189,000.00     19,734.000    690,690
    (ALTERNATIVE W)
124 DRIVE PILE (CLASS 90)                    EA          772.0000    447,760.00       250.000   193,000.00        536.000    413,792
    (ALTERNATIVE W)
125 FURNISH PILING (CLASS 140)               LF           45.0000    684,720.00       850.000    38,250.00      7,040.000    316,800
    (ALTERNATIVE W)
126 DRIVE PILE (CLASS 140)                   EA        1,300.0000    462,800.00        30.000    39,000.00        114.000    148,200
    (ALTERNATIVE W)
127 60" CAST-IN-DRILLED-HOLE CONCRETE        LF          760.0000    121,600.00                                     0.000          0
    PILE (SIGN FOUNDATION)
128 STRUCTURAL CONCRETE                      CY        1,500.0000     15,000.00                                     0.000          0
(F)
129 STRUCTURAL CONCRETE, BRIDGE FOOTING      CY          300.0000    279,600.00       250.000    75,000.00        478.000    143,400
(F)
130 STRUCTURAL CONCRETE, BRIDGE              CY        1,000.0000  2,780,000.00       257.000   257,000.00        300.000    300,000
(F)
PROGRAM CAS145                                                                                                               PAGE  6
DATE 10/22/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202124
TIME 10:53 AM                                                                                                       ESTIMATE NO. 006
BID OPENING 01/30/18                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/18
R.E. NAME:  LEE, PETER                                                                               DATE OF THIS ESTIMATE  10/22/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
131 STRUCTURAL CONCRETE, BRIDGE              CY          960.0000  1,944,960.00                                     0.000          0
(F) (POLYMER FIBER)
132 STRUCTURAL CONCRETE, RETAINING WALL      CY          600.0000  1,836,000.00       540.000   324,000.00      1,080.000    648,000
(F)
133 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
134 AGGREGATE BASE (APPROACH SLAB)           CY          350.0000     93,800.00                                     0.000          0
135 STRUCTURAL CONCRETE, APPROACH SLAB       CY          965.0000    415,915.00                                     0.000          0
(F) (TYPE N)
136 STRUCTURAL CONCRETE, APPROACH SLAB       CY          930.0000  2,491,470.00                                     0.000          0
    (TYPE R)
137 STRUCTURAL CONCRETE, BOX CULVERT         CY        1,950.0000     17,550.00                                     0.000          0
(F)
138 STRUCTURAL CONCRETE, DRAINAGE INLET      CY        1,765.0000    340,645.00         5.020     8,860.30          8.960     15,814
(F)
139 MINOR CONCRETE (MINOR STRUCTURE)         CY        5,400.0000     59,400.00                                     0.000          0
(F)
140 MINOR CONCRETE (BACKFILL)                CY          260.0000     18,720.00                                     0.000          0
(F)
141 PAVING NOTCH EXTENSION                   CF          125.0000     85,500.00                                     0.000          0
142 ARCHITECTURAL TREATMENT GUNITE FINISH    SQFT          7.1500     14,800.50                                     0.000          0
(F)
143 FRACTURED RIB TEXTURE                    SQFT          7.8800    192,744.80     7,380.000    58,154.40      7,380.000     58,154
(F)
144 DRILL AND BOND DOWEL                     LF           30.0000    133,590.00       139.750     4,192.50        199.750      5,992
145 DRILL AND BOND DOWEL                     LF           40.0000      3,000.00                                     0.000          0
    (CHEMICAL ADHESIVE)(LF)
146 CLEAN EXPANSION JOINT                    LF           12.0000     44,400.00       242.000     2,904.00      2,061.000     24,732
147 FURNISH PRECAST PRESTRESSED              EA       11,645.0000    116,450.00        10.000   116,450.00         10.000    116,450
    RECTANGULAR GIRDER (50'-60')
148 FURNISH PRECAST PRESTRESSED U GIRDER     EA       20,225.0000     40,450.00                                     2.000     40,450
    (50'-60')
149 FURNISH PRECAST PRESTRESSED CONCRETE     EA       33,710.0000    101,130.00                                     0.000          0
    BULB-TEE GIRDER (80'-90')
150 FURNISH PRECAST PRESTRESSED CONCRETE     EA       33,710.0000    303,390.00                                     0.000          0
    BULB-TEE GIRDER (90'-100')
151 FURNISH PRECAST PRESTRESSED CONCRETE     EA       33,710.0000    876,460.00         6.000   202,260.00          6.000    202,260
    BULB-TEE GIRDER (100'-110')
152 FURNISH PRECAST PRESTRESSED CONCRETE     EA       33,710.0000    438,230.00                                     0.000          0
    BULB-TEE GIRDER (110'-120')
153 FURNISH PRECAST PRESTRESSED CONCRETE     EA       33,710.0000    134,840.00                                     0.000          0
    BULB-TEE GIRDER (120'-130')
154 FURNISH PRECAST PRESTRESSED CONCRETE     EA       33,710.0000    404,520.00                                     0.000          0
    BULB-TEE GIRDER (40'-50')
155 FURNISH PRECAST PRESTRESSED CONCRETE     EA       33,710.0000    202,260.00                                     0.000          0
    BULB-TEE GIRDER (60'-70')
156 FURNISH PRECAST PRESTRESSED CONCRETE     EA       33,710.0000    202,260.00                                     0.000          0
    BULB-TEE GIRDER (70'-80')
157 ERECT PRECAST PRESTRESSED CONCRETE       EA        6,650.0000    605,150.00                                     0.000          0
    GIRDER
PROGRAM CAS145                                                                                                               PAGE  7
DATE 10/22/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202124
TIME 10:53 AM                                                                                                       ESTIMATE NO. 006
BID OPENING 01/30/18                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/18
R.E. NAME:  LEE, PETER                                                                               DATE OF THIS ESTIMATE  10/22/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
158 JOINT SEAL (MR 1/2")                     LF           25.0000     37,850.00                                     0.000          0
159 JOINT SEAL (MR 1")                       LF           30.0000    135,540.00       242.000     7,260.00      2,061.000     61,830
160 JOINT SEAL (TYPE AL)                     LF           35.0000      1,365.00                                     0.000          0
161 BAR REINFORCING STEEL                    LB            1.1500      4,588.50                                     0.000          0
(F)
162 BAR REINFORCING STEEL (BRIDGE)           LB            0.9800  1,476,294.54   310,000.000   303,800.00    435,000.000    426,300
(F)
163 BAR REINFORCING STEEL (RETAINING WALL)   LB            0.9100    483,008.89    50,000.000    45,500.00    325,000.000    295,750
(F)
164 BAR REINFORCING STEEL (BOX CULVERT)      LB            1.4500      1,912.55                                     0.000          0
(F)
165 BAR REINFORCING STEEL (EPOXY COATED)     LB            1.3200      6,380.88     2,500.000     3,300.00      3,700.000      4,884
(F) (BRIDGE)
166 STRUCTURAL STEEL (PIPE PIN)              LB            3.7000    144,555.30                                     0.000          0
(F)
167 FURNISH SIGN STRUCTURE (TRUSS)           LB            3.2200    376,340.72                                     0.000          0
(F)
168 INSTALL SIGN STRUCTURE (TRUSS)           LB            0.3500     40,906.60                                     0.000          0
(F)
169 REMOVE SIGN STRUCTURE WALKWAY (EA)       EA        2,515.0000      5,030.00                                     0.000          0
170 REMOVE SIGN STRUCTURE (EA)               EA        4,025.0000     28,175.00                                     5.000     20,125
171 SPOT BLAST CLEAN AND PAINT UNDERCOAT     SQFT        250.0000      1,250.00                                     0.000          0
172 PUBLIC SAFETY PLAN                       LS       15,000.0000     15,000.00                                     1.000     15,000
173 RAPID SETTING CONCRETE (PATCH)           CF           38.0000    144,324.00        30.000     1,140.00      1,688.750     64,172
174 REMOVE ASPHALT CONCRETE SURFACING        SQFT          0.1000     13,588.40                               135,884.000     13,588
175 REMOVE CONCRETE DECK SURFACE             SQFT          0.1000     30,434.20                               304,342.000     30,434
176 REMOVE UNSOUND CONCRETE                  CF          112.0000    425,376.00        30.000     3,360.00      1,688.750    189,140
177 PREPARE CONCRETE BRIDGE DECK SURFACE     SQFT          0.5000    152,171.00    65,000.000    32,500.00    223,011.000    111,505
178 FURNISH POLYESTER CONCRETE OVERLAY       CF           85.0000  4,075,580.00    14,000.000 1,190,000.00     30,850.000  2,622,250
179 PLACE POLYESTER CONCRETE OVERLAY         SQFT          3.5000  1,065,197.00    65,000.000   227,500.00    232,931.000    815,258
(F)
180 CORE CONCRETE (18")                      LF          250.0000        500.00                                     0.000          0
181 BRIDGE REMOVAL (PORTION), LOCATION A     LS      464,540.0000    464,540.00                                     0.000          0
182 BRIDGE REMOVAL (PORTION), LOCATION B     LS      162,515.0000    162,515.00                                     0.500     81,257
183 BRIDGE REMOVAL (PORTION), LOCATION C     LS      144,280.0000    144,280.00                                     0.000          0
184 BRIDGE REMOVAL (PORTION), LOCATION D     LS       50,135.0000     50,135.00                                     1.000     50,135
PROGRAM CAS145                                                                                                               PAGE  8
DATE 10/22/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202124
TIME 10:53 AM                                                                                                       ESTIMATE NO. 006
BID OPENING 01/30/18                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/18
R.E. NAME:  LEE, PETER                                                                               DATE OF THIS ESTIMATE  10/22/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
185 BRIDGE REMOVAL (PORTION), LOCATION E     LS      139,540.0000    139,540.00                                     1.000    139,540
186 BRIDGE REMOVAL (PORTION), LOCATION F     LS       38,675.0000     38,675.00                                     0.000          0
187 BRIDGE REMOVAL (PORTION), LOCATION H     LS       24,185.0000     24,185.00                                     0.000          0
188 18" ALTERNATIVE SLOTTED PIPE             LF          145.0000     66,700.00                                     0.000          0
189 15" PLASTIC PIPE                         LF          275.0000      1,925.00                                     0.000          0
190 24" REINFORCED CONCRETE PIPE             LF          178.0000    560,700.00        68.000    12,104.00         91.200     16,233
191 4" PLASTIC PIPE (EDGE DRAIN OUTLET)      LF           57.0000     65,550.00                                     0.000          0
192 36" PRECAST CONCRETE PIPE MANHOLE        LF        1,560.0000     15,600.00         9.500    14,820.00          9.500     14,820
193 ABANDON CULVERT (LF)                     LF           25.0000      3,000.00                                     0.000          0
194 REMOVE PIPE (LF)                         LF           20.0000     42,600.00                                   101.670      2,033
195 REMOVE INLET                             EA          320.0000     14,080.00         1.000       320.00          6.000      1,920
196 REMOVE HEADWALL                          EA        2,100.0000      4,200.00                                     1.000      2,100
197 MODIFY INLET                             EA        3,800.0000     41,800.00                                     0.000          0
198 CAP INLET                                EA        3,000.0000      3,000.00                                     0.000          0
199 SAND BACKFILL                            CY          730.0000      9,490.00                                     0.000          0
200 REMOVE SLOPE PAVING (SQYD)               SQYD         10.0000      6,200.00                                     0.000          0
201 CONCRETE (DITCH LINING)                  CY        2,200.0000     81,400.00                                     0.000          0
202 MINOR CONCRETE (CURB) (CY)               CY          622.7300     62,273.00                                     0.000          0
203 MINOR CONCRETE (MISCELLANEOUS            CY          700.0000      2,800.00                                     0.000          0
    CONSTRUCTION)
204 MINOR CONCRETE (STAMPED CONCRETE)        SQFT         10.0000    247,000.00                                     0.000          0
205 MINOR CONCRETE (SIDEWALK)                CY          545.0000     38,150.00                                     0.000          0
206 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
207 MISCELLANEOUS IRON AND STEEL             LB            1.9300     73,834.08     1,776.000     3,427.68      2,211.000      4,267
(F)
208 MISCELLANEOUS METAL                      LB            5.0900      3,155.80                                     0.000          0
(F)
209 MISCELLANEOUS METAL (BRIDGE)             LB            3.8300    115,309.81                                     0.000          0
(F)
210 BRIDGE DECK DRAINAGE SYSTEM              LB            4.7700    518,227.11                                     0.000          0
(F)
211 MISCELLANEOUS METAL (INCLINED SCREEN)    LB            8.3700      2,427.30                                     0.000          0
(F)
PROGRAM CAS145                                                                                                               PAGE  9
DATE 10/22/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202124
TIME 10:53 AM                                                                                                       ESTIMATE NO. 006
BID OPENING 01/30/18                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/18
R.E. NAME:  LEE, PETER                                                                               DATE OF THIS ESTIMATE  10/22/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
212 PREPARE AND STAIN CONCRETE               SQFT          2.5000     77,250.00                                     0.000          0
213 CHAIN LINK FENCE (TYPE CL-6)             LF           38.0000     41,800.00                                     0.000          0
214 6' CHAIN LINK GATE (TYPE CL-6)           EA          910.0000      8,190.00                                     0.000          0
215 REMOVE CHAIN LINK FENCE                  LF           10.1000      9,292.00                                   605.000      6,110
216 REMOVE PAVEMENT MARKER                   EA            1.2800     38,656.00                                   414.000        529
217 REMOVE CHANNELIZER                       EA           25.0000        950.00                                     0.000          0
218 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
219 PAVEMENT MARKER (RETROREFLECTIVE)        EA            3.5700     48,195.00                                     0.000          0
220 MILEPOST MARKER                          EA           97.4400      1,656.48                                     0.000          0
221 REMOVE ROADSIDE SIGN                     EA          128.2100     15,385.20                                    17.000      2,179
222 REMOVE ROADSIDE SIGN PANEL               EA          158.9800        953.88                                     0.000          0
223 RELOCATE ROADSIDE SIGN                   EA          189.7400        189.74                                     0.000          0
224 FURNISH FORMED PANEL SIGN (OVERHEAD) FOR SQFT         17.1800     40,544.80                                     0.000          0
     RETROREFLECTIVE SHEETING (TYPE XI)
225 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT         22.3100     13,609.10                                     0.000          0
     FOR RETROREFLECTIVE SHEETING (TYPE XI)
226 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT         24.8700      8,455.80                                     0.000          0
227 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT         23.3300      3,966.10                                     0.000          0
    FOR RETROREFLECTIVE SHEETING (TYPE XI)
228 FURNISH LAMINATED PANEL SIGN             SQFT         25.9000      2,849.00                                     0.000          0
    (2 1/2"-TYPE B) FOR RETROREFLECTIVE
    SHEETING (TYPE XI)
229 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT          9.7400      2,240.20                                     0.000          0
    (0.063"-UNFRAMED)
230 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT          7.1800      4,451.60                                     0.000          0
    (0.063"-UNFRAMED) FOR RETROREFLECTIVE
    SHEETING (TYPE XI)
231 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         10.2600        954.18                                     0.000          0
    (0.080"-UNFRAMED)
232 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT          7.6900      4,767.80                                     0.000          0
    (0.080"-UNFRAMED) FOR RETROREFLECTIVE
    SHEETING (TYPE XI)
233 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         14.6200        190.06                                     0.000          0
    (0.063"-FRAMED) FOR RETROREFLECTIVE
    SHEETING (TYPE XI)
234 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         15.1300      6,505.90                                     0.000          0
    (0.080"-FRAMED) FOR RETROREFLECTIVE
    SHEETING (TYPE XI)
235 RETROREFLECTIVE SHEETING (TYPE XI)       SQFT          4.1000     20,172.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE 10
DATE 10/22/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202124
TIME 10:53 AM                                                                                                       ESTIMATE NO. 006
BID OPENING 01/30/18                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/18
R.E. NAME:  LEE, PETER                                                                               DATE OF THIS ESTIMATE  10/22/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
236 METAL (ROADSIDE SIGN)                    LB            5.1300      5,591.70                                     0.000          0
237 METAL (BARRIER MOUNTED SIGN)             LB           15.3800     10,981.32                                     0.000          0
238 ROADSIDE SIGN - ONE POST                 EA          302.5600     21,784.32                                     0.000          0
239 ROADSIDE SIGN - TWO POST                 EA        1,220.5100     15,866.63                                     0.000          0
240 INSTALL SIGN (STRAP AND SADDLE BRACKET   EA          117.9500      3,538.50                                     0.000          0
    METHOD)
241 INSTALL SIGN PANEL ON EXISTING FRAME     SQFT         11.0000     16,720.00                                     0.000          0
242 INSTALL BRIDGE MOUNTED SIGN PANEL        EA          350.0000      2,100.00                                     0.000          0
    (VERTICAL CLEARANCE)
243 INSTALL ROADSIDE SIGN SOUNDWALL          EA          200.0000        600.00                                     0.000          0
    BARRIER MOUNTED
244 INSTALL ROADSIDE SIGN                    EA        1,846.1500      5,538.45                                     0.000          0
    (LAMINATED WOOD BOX POST)
245 MIDWEST GUARDRAIL SYSTEM (WOOD POST)     LF           28.0000     94,640.00                                     0.000          0
246 VEGETATION CONTROL (MINOR CONCRETE)      SQYD         63.0000     94,500.00                                     0.000          0
247 CHAIN LINK RAILING (TYPE 7)              LF          137.0000     10,275.00                                     0.000          0
(F)
248 CHAIN LINK RAILING (TYPE 7 MODIFIED)     LF          107.0000    248,347.00                                     0.000          0
(F)
249 CABLE RAILING                            LF          112.0000      6,608.00                                     0.000          0
(F)
250 TRANSITION RAILING (TYPE WB-31)          EA        3,870.0000     61,920.00                                     0.000          0
251 END ANCHOR ASSEMBLY (TYPE SFT)           EA          780.0000      6,240.00                                     0.000          0
252 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
253 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        2,680.0000     10,720.00                                     0.000          0
254 CONCRETE BARRIER (TYPE 60SA MODIFIED)    LF          222.0000     36,408.00                                     0.000          0
255 CONCRETE BARRIER (TYPE 60GC)             LF          210.0000    170,100.00                                     0.000          0
256 CONCRETE BARRIER (TYPE 60SA)             LF          215.0000     40,850.00                                     0.000          0
257 CONCRETE BARRIER (TYPE 60GA MODIFIED)    LF          185.0000    515,780.00                                     0.000          0
258 CONCRETE BARRIER (TYPE 732A MODIFIED)    LF          112.0000    161,280.00                                     0.000          0
(F)
259 CONCRETE BARRIER (TYPE 736B MODIFIED1)   LF          280.0000      8,960.00                                     0.000          0
(F)
260 CONCRETE BARRIER (TYPE 736)              LF          110.0000     36,630.00                                     0.000          0
(F)
261 CONCRETE BARRIER (TYPE 736A)             LF          125.0000     83,500.00                                     0.000          0
(F)
262 CONCRETE BARRIER (TYPE 736 MODIFIED)     LF          110.0000    293,150.00                                     0.000          0
(F)
PROGRAM CAS145                                                                                                               PAGE 11
DATE 10/22/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202124
TIME 10:53 AM                                                                                                       ESTIMATE NO. 006
BID OPENING 01/30/18                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/18
R.E. NAME:  LEE, PETER                                                                               DATE OF THIS ESTIMATE  10/22/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
263 CONCRETE BARRIER (TYPE 732B MODIFIED)    LF          600.0000      6,000.00                                     0.000          0
264 CONCRETE BARRIER (TYPE 736B MODIFIED)    LF          405.0000     36,450.00                                     0.000          0
(F)
265 CONCRETE BARRIER (TYPE 60GCR)            LF          563.0000    359,757.00                                     0.000          0
(F)
266 CONCRETE BARRIER (TYPE 60GR)             LF          635.0000     34,925.00                                     0.000          0
(F)
267 CONCRETE BARRIER (TYPE 60C MODIFIED)     LF          200.0000     18,800.00                                     0.000          0
268 CONCRETE BARRIER (TYPE 60W MODIFIED)     LF          275.0000    445,225.00                                     0.000          0
269 REMOVE GUARDRAIL                         LF            7.0000     42,210.00                                 1,997.000     13,979
270 REMOVE CONCRETE BARRIER                  LF           73.0000      7,300.00                                     0.000          0
271 REMOVE CONCRETE BARRIER (TYPE K)         LF            7.0000      1,120.00                                     0.000          0
272 REMOVE CONCRETE BARRIER (TYPE 50)        LF           20.0000     61,000.00                                    15.000        300
273 REMOVE CRASH CUSHION (SAND FILLED)       EA           55.0000      1,925.00                                    14.000        770
274 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
275 8" THERMOPLASTIC TRAFFIC STRIPE          LF            1.0000     13,600.00                                     0.000          0
276 8" THERMOPLASTIC TRAFFIC STRIPE          LF            0.7500      8,400.00                                     0.000          0
    (BROKEN 12-3)
277 THERMOPLASTIC PAVEMENT MARKING           SQFT          6.0000     30,180.00                                     0.000          0
278 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
279 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
280 PAINT TRAFFIC STRIPE (1-COAT)            LF            0.2000     19,900.00                                 5,825.000      1,165
281 PAINT TRAFFIC STRIPE (2-COAT)            LF            0.2200    128,920.00                                 4,191.000        922
282 PAINT PAVEMENT MARKING (1-COAT)          SQFT          4.0000     35,200.00                                   282.000      1,128
283 REMOVE PAINTED TRAFFIC STRIPE            LF            0.2000     53,000.00                                 1,509.000        301
284 REMOVE PAINTED PAVEMENT MARKING          SQFT          1.6000      7,536.00                                     0.000          0
285 REMOVE THERMOPLASTIC TRAFFIC STRIPE      LF            0.4000     11,680.00                                 3,905.000      1,562
286 REMOVE THERMOPLASTIC PAVEMENT MARKING    SQFT          2.0000      3,160.00                                     0.000          0
287 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS        7,575.0000      7,575.00                                     0.500      3,787
    SYSTEM ELEMENTS DURING CONSTRUCTION
288 COMMUNICATION SYSTEM                     LS    1,012,121.2100  1,012,121.21                                     0.000          0
289 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM  LS       96,200.0000     96,200.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE 12
DATE 10/22/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202124
TIME 10:53 AM                                                                                                       ESTIMATE NO. 006
BID OPENING 01/30/18                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/18
R.E. NAME:  LEE, PETER                                                                               DATE OF THIS ESTIMATE  10/22/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
290 CHANGEABLE MESSAGE SIGN SYSTEM           LS       53,840.0000     53,840.00                                     0.000          0
291 TEMPORARY LIGHTING SYSTEM                LS       78,900.0000     78,900.00                                     0.844     66,591
292 MODIFYING EXISTING ELECTRICAL SYSTEM     LS    1,156,889.9000  1,156,889.90                                     0.003      3,470
293 REMOVING EXISTING ELECTRICAL SYSTEM      LS        7,575.0000      7,575.00                                     0.000          0
294 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
295 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF        2,170.0000    173,600.00                                     0.000          0
296 SOFT STOP TERMINAL SYSTEM                EA        4,250.0000     29,750.00                                     0.000          0
297 6" THERMOPLASTIC TRAFFIC STRIPE          LF            0.6100     50,440.90                                     0.000          0
298 6" THERMOPLASTIC TRAFFIC STRIPE          LF            0.6100     61,201.30                                     0.000          0
    (BROKEN 36-12)
299 6" THERMOPLASTIC TRAFFIC STRIPE          LF            0.6100      3,501.40                                     0.000          0
    (BROKEN 17-7)
PROGRAM CAS145                                                                                                               PAGE 13
DATE 10/22/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202124
TIME 10:53 AM                                                                                                       ESTIMATE NO. 006
BID OPENING 01/30/18                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/18
R.E. NAME:  LEE, PETER                                                                               DATE OF THIS ESTIMATE  10/22/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                            4,146,289.38               13,810,487.94
         ADJUSTMENT OF COMPENSATION                                                           144,546.43                  147,454.51
         EXTRA WORK                                                                            97,091.14                  578,422.97
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                             4,387,926.95               14,536,365.42
300 MOBILIZATION                             LS    8,040,000.0000  8,040,000.00                                     0.750  6,030,000
         ORIGINAL CONTRACT AMOUNT                              80,313,350.50
    TOTAL WORK COMPLETED                                                                    4,387,926.95               20,566,365.42
         MATERIALS ON HAND ON SITE                                                                                        388,263.04
         DEDUCTIONS                                                                            30,000.00                   -6,498.71
    TOTAL                                                                                   4,417,926.95               20,948,129.75
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                                                    MAXIMUM       CONTRACT        OVERBID
                                                     VALUE          PRICE         AMOUNT
300 MOBILIZATION                               8,031,335.05   8,040,000.00       8,664.95
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
  03/09/18    1250   05/10/18  05/10/18  03/20/22       110          3            0           0             25%             9%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  LEE, PETER
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 10/22/18