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 12/22/21                                                  EST. NO. 021
     TIME 09:37 AM
     R.E. NAME: BERGEVIN, MIKE                                         08-1F1414
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     CCO REPORT       REPORT TYPE OF WORK(+) WORK  BR CONTR
     NO. NUMBER       AMOUNT PERFORMED   (-) DATE  WK RPT.NO C O M M E N T S
     ---------------------------------------------------------------------------
     *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE ***
     PROGRAM CAS145   S C H E D U L E   O F   D E D U C T I O N S    PAGE NO.  1
     DATE 12/22/21                                                  EST. NO. 021
     TIME 09:37 AM
     R.E. NAME: BERGEVIN, MIKE                                         08-1F1414
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     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     4-9-21 LATE CLOSURE        -21,000.00  013
     JPCP THICKNESS             -26,280.00  020
     3RD HMA VERIFICATION        -3,000.00  020
     HMA DEVIATION DEDUCT       -20,669.53  021
                                                      -20,669.53      -70,949.53
     LABOR COMPLIANCE VIOLATION
     JULY 2020                  -10,000.00  004
     AUGUST 2020                -10,000.00  005
     SEPTEMBER 2020             -10,000.00  006
     JULY 2020 RLS               10,000.00  007
     OCTOBER 2020               -10,000.00  007
     NOVEMBER 2020              -10,000.00  008
     DECEMBER 2020              -10,000.00  009
     JANUARY 2021               -10,000.00  010
     FEBRUARY 2021              -10,000.00  011
     AUGUST 2020 RLS             10,000.00  012
     MARCH 2021                 -10,000.00  012
     APRIL 2021                 -10,000.00  013
     JANUARY 2021 RLS            10,000.00  013
     OCTOBER 2020 RLS            10,000.00  013
     MAY 2021                   -10,000.00  014
     APRIL 2021 RLS              10,000.00  015
     DECEMBER 2020 RLS           10,000.00  015
     MARCH 2021 RLS              10,000.00  015
     MAY 2021 RLS                10,000.00  015
     NOVEMBER 2020 RLS           10,000.00  015
     FEBRUARY 2021 RLS           10,000.00  016
     JULY 2021                  -10,000.00  016
     SEPTEMBER 202 RLS           10,000.00  016
     AUGUST 2021                -10,000.00  017
     SEPTEMBER 2021             -10,000.00  018
     JULY 2021 RLS               10,000.00  019
     OCTOBER 2021                -4,000.00  019
     AUGUST 2021                 10,000.00  020
     NOVEMBER 2021              -10,000.00  020
     SEPTEMBER 2021              10,000.00  020
                                                            0.00      -14,000.00
                              TOTAL DEDUCTIONS        -20,669.53      -84,949.53
PROGRAM CAS145                                                                                                               PAGE  1
DATE 12/22/21                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               08-1F1414
TIME 09:37 AM                                                                                                       ESTIMATE NO. 021
BID OPENING 12/12/19                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/21
R.E. NAME:  BERGEVIN, MIKE                                                                           DATE OF THIS ESTIMATE  12/22/21
        LOCATION                                        PROGRESS ESTIMATE
08-RIV-15-R0.0/R3.1                                     -----------------
                                SECURITY PAVING COMPANY, INC.                             IN AND NEAR TEMECULA, IN RIV CO
                                3075 TOWNSGATE ROAD;                                      FROM SD CO LN TO NORTH OF TEMECULA
                                WESTLAKE VILLAGE CA 91361                                 RIVER BR & IN SD CO FR 0.1 MI S/O
                                                                                          RIV CO LN TO RIV CO LN
FED. AID NO. ACIM-015 -4(208)E
                                                                                          REPLACE TWO OUTSIDE LANES IN BOTH
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
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001 LEAD COMPLIANCE PLAN                     LS        5,000.0000      5,000.00                                     1.000      5,000
002 TIME-RELATED OVERHEAD (WDAY)             WDAY      3,750.0000  1,350,000.00                                   364.000  1,365,000
003 DEVELOP WATER SUPPLY                     LS       45,000.0000     45,000.00                                     0.950     42,750
004 CONSTRUCTION AREA SIGNS                  LS       70,800.0000     70,800.00                                     0.980     69,384
005 TRAFFIC CONTROL SYSTEM                   LS      750,000.0000    750,000.00                                     0.995    746,250
006 TYPE III BARRICADE                       EA          125.0000      1,750.00                                    14.000      1,750
007 CHANNELIZER (SURFACE MOUNTED)            EA           45.0000     43,650.00                                 1,064.000     47,880
008 TEMPORARY PAVEMENT MARKER                EA            3.7500     23,737.50                                 5,084.000     19,065
009 RETROREFLECTIVE SHEETING (TYPE XI) FOR   SQFT          4.9000     12,054.00                                 2,460.000     12,054
    CONSTRUCTION AREA SIGNS
010 PORTABLE VEHICLE SPEED FEEDBACK SIGNS    EA       12,000.0000     24,000.00                                     2.000     24,000
011 PORTABLE CHANGEABLE MESSAGE SIGN (LS)    LS       45,000.0000     45,000.00                                     1.000     45,000
012 TEMPORARY RAILING (TYPE K)               LF           12.5000    810,000.00                                56,380.000    704,750
013 TEMPORARY CRASH CUSHION                  EA          200.0000     40,000.00                                   210.000     42,000
014 TEMPORARY TRAFFIC SCREEN                 LF            4.2000    240,240.00                                35,350.000    148,470
015 JOB SITE MANAGEMENT                      LS       44,000.0000     44,000.00                                     1.000     44,000
016 PREPARE STORM WATER POLLUTION PREVENTION LS        5,000.0000      5,000.00                                     1.000      5,000
     PLAN
017 RAIN EVENT ACTION PLAN                   EA          500.0000     24,500.00         7.000     3,500.00         14.000      7,000
018 STORM WATER SAMPLING AND ANALYSIS DAY    EA          475.0000     15,200.00                                     1.000        475
019 STORM WATER ANNUAL REPORT                EA        2,000.0000      4,000.00         1.000     2,000.00          2.000      4,000
020 TEMPORARY COVER                          SQYD          8.0000     24,000.00                                     0.000          0
021 TEMPORARY DRAINAGE INLET PROTECTION      EA          300.0000     15,000.00         1.000       300.00         50.000     15,000
022 TEMPORARY FIBER ROLL                     LF            3.5000     70,000.00                                   825.000      2,887
PROGRAM CAS145                                                                                                               PAGE  2
DATE 12/22/21                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               08-1F1414
TIME 09:37 AM                                                                                                       ESTIMATE NO. 021
BID OPENING 12/12/19                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/21
R.E. NAME:  BERGEVIN, MIKE                                                                           DATE OF THIS ESTIMATE  12/22/21
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
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023 TEMPORARY GRAVEL BAG BERM                LF            6.0000      2,400.00                                    30.000        180
024 TEMPORARY CONSTRUCTION ENTRANCE          EA        4,000.0000     16,000.00                                     1.000      4,000
025 TEMPORARY CONCRETE WASHOUT               LS       38,000.0000     38,000.00                                     1.000     38,000
026 REMOVE YELLOW THERMOPLASTIC TRAFFIC      LF            1.1000     36,190.00                                     0.000          0
    STRIPE (HAZARDOUS WASTE)
027 TREATED WOOD WASTE                       LB            0.5500     79,200.00                                28,400.000     15,620
028 CONTRACTOR-SUPPLIED BIOLOGIST (LS)       LS      160,000.0000    160,000.00                                     1.000    160,000
029 NATURAL RESOURCE PROTECTION PLAN         LS        5,800.0000      5,800.00                                     1.000      5,800
030 TEMPORARY HIGH-VISIBILITY FENCE          LF            3.5000      3,500.00                                     0.000          0
031 CLEARING AND GRUBBING (LS)               LS      175,000.0000    175,000.00                                     1.000    175,000
032 ROADWAY EXCAVATION                       CY           41.0000    455,100.00                                14,203.290    582,334
033 ROADWAY EXCAVATION (DETOUR)              CY           37.4000     44,506.00                                 1,188.000     44,431
034 ROADWAY EXCAVATION (DETOUR REMOVAL)      CY           37.7500     81,162.50                                 1,612.500     60,871
035 DITCH EXCAVATION                         CY          125.0000      7,375.00                                    18.000      2,250
036 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA          250.0000        500.00                                     0.000          0
037 BONDED FIBER MATRIX (SQFT)               SQFT          0.0600     29,340.00   119,028.000     7,141.68    206,148.000     12,368
038 COMPOST (CY)                             CY           33.7000     41,788.00                                     0.000          0
039 INCORPORATE MATERIALS                    SQFT          0.2700     54,000.00                                     0.000          0
040 CLASS 2 AGGREGATE SUBBASE                CY           41.5000    448,200.00                                10,767.840    446,865
041 CLASS 2 AGGREGATE BASE (CY)              CY           60.7500     89,910.00                                 1,479.000     89,849
042 LEAN CONCRETE BASE                       CY          157.7000    848,426.00                                 5,380.000    848,426
043 LEAN CONCRETE BASE RAPID SETTING         CY          490.0000  1,102,500.00                                 2,100.700  1,029,343
044 REPLACE BASE                             CY          430.0000     81,700.00                                     0.000          0
045 BASE BOND BREAKER                        SQYD          2.5000     15,875.00                                 5,924.550     14,811
046 PRIME COAT                               TON         850.0000     46,750.00                                     0.000          0
047 HOT MIX ASPHALT (TYPE A)                 TON          89.6000  2,302,720.00                                27,956.390  2,504,892
048 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)  TON         112.8500    739,167.50                                 6,571.460    741,589
049 PLACE HOT MIX ASPHALT DIKE (TYPE C)      LF            1.7500      2,975.00                                 1,697.300      2,970
PROGRAM CAS145                                                                                                               PAGE  3
DATE 12/22/21                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               08-1F1414
TIME 09:37 AM                                                                                                       ESTIMATE NO. 021
BID OPENING 12/12/19                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/21
R.E. NAME:  BERGEVIN, MIKE                                                                           DATE OF THIS ESTIMATE  12/22/21
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
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050 PLACE HOT MIX ASPHALT DIKE (TYPE E)      LF            1.7500     25,550.00                                12,161.060     21,281
051 PLACE HOT MIX ASPHALT DIKE (TYPE F)      LF            1.7500        542.50                                   310.000        542
052 PLACE HOT MIX ASPHALT                    SQYD        100.0000      1,800.00                                    10.500      1,050
    (MISCELLANEOUS AREA)
053 TACK COAT                                TON         700.0000     32,900.00                                    47.000     32,900
054 REMOVE ASPHALT CONCRETE DIKE             LF            1.5000     24,450.00                                16,244.000     24,366
055 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD          2.6500    203,785.00                                76,811.000    203,549
056 PRECAST CONCRETE PAVEMENT (PCP)          CY        1,025.0000  3,167,250.00                                 3,082.900  3,159,972
057 JOINTED PLAIN CONCRETE PAVEMENT          CY          207.5000  3,838,750.00                                18,693.130  3,878,824
058 DRILL AND BOND (DOWEL BAR)               EA           14.0000     76,160.00                                 1,266.000     17,724
059 INDIVIDUAL SLAB REPLACEMENT (RSC)        CY          505.0000    934,250.00                                   730.200    368,751
060 JOINT SEAL (PREFORMED COMPRESSION)       LF            3.7500    123,000.00                                35,999.000    134,996
061 ISOLATION JOINT SEAL (SILICONE)          LF           14.1500    346,675.00                                24,500.000    346,675
062 REMOVE CONCRETE PAVEMENT AND BASE        CY           25.6000  1,057,280.00                                34,997.730    895,941
063 GRIND EXISTING CONCRETE                  SQYD          5.3000    369,410.00                                69,699.999    369,409
    PAVEMENT
064 AGGREGATE BASE (APPROACH SLAB)           CY          350.0000     15,750.00                                    60.344     21,120
065 STRUCTURAL CONCRETE, APPROACH SLAB       CY        1,185.0000    527,325.00                                   445.001    527,326
    (TYPE R)
066 PAVING NOTCH EXTENSION                   CF          220.0000     49,500.00                                   180.402     39,688
067 BONDED JOINT SEAL (MR 1 1/2")            LF           69.5000     19,946.50                                   287.000     19,946
068 TIMBER RETAINING WALL (EA)               EA       85,000.0000     85,000.00                                     1.000     85,000
069 BRIDGE REMOVAL (PORTION)                 LS       41,300.0000     41,300.00                                     1.000     41,300
070 12" PLASTIC PIPE                         LF          110.0000     17,600.00                                   156.000     17,160
071 18" PLASTIC PIPE                         LF          115.0000     35,650.00                                   310.000     35,650
072 36" CORRUGATED STEEL PIPE (.168" THICK)  LF          675.0000     25,650.00                                    20.400     13,770
073 ADJUST INLET                             EA        2,500.0000     22,500.00                                     6.000     15,000
074 CAP INLET                                EA        1,500.0000      6,000.00                                     4.000      6,000
075 MISCELLANEOUS IRON AND STEEL             LB            6.0000     14,880.00                                 2,480.000     14,880
(F)
076 STAIN GALVANIZED SURFACES (LS)           LS      143,000.0000    143,000.00         0.050     7,150.00          1.000    143,000
PROGRAM CAS145                                                                                                               PAGE  4
DATE 12/22/21                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               08-1F1414
TIME 09:37 AM                                                                                                       ESTIMATE NO. 021
BID OPENING 12/12/19                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/21
R.E. NAME:  BERGEVIN, MIKE                                                                           DATE OF THIS ESTIMATE  12/22/21
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
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077 CHAIN LINK FENCE (TYPE CL-6)             LF           36.4000      4,368.00                                     0.000          0
078 12' TUBULAR STEEL GATE                   EA        2,570.0000     35,980.00                                    20.000     51,400
079 REMOVE CHAIN LINK FENCE                  LF            6.4000      1,536.00                                   240.000      1,536
080 WILDLIFE FENCE                           LF           74.9000  1,595,370.00                                21,630.000  1,620,087
081 REMOVE PAVEMENT MARKER                   EA            1.0000     10,800.00                                 4,256.000      4,256
082 GUARD RAILING DELINEATOR                 EA           45.0000      1,485.00                                     0.000          0
083 PAVEMENT MARKER (RETROREFLECTIVE)        EA            4.7500     14,582.50                                 2,877.000     13,665
084 OBJECT MARKER                            EA          200.0000      2,000.00                                     0.000          0
085 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         16.0000        288.00                                    18.000        288
    (0.080"-UNFRAMED) FOR RETROREFLECTIVE
    SHEETING (TYPE XI)
086 RETROREFLECTIVE SHEETING (TYPE XI)       SQFT          5.0000         90.00                                    18.000         90
087 ROADSIDE SIGN - ONE POST                 EA          530.0000      1,060.00                                     2.000      1,060
088 MIDWEST GUARDRAIL SYSTEM (STEEL POST)    LF           29.4000    238,140.00       310.000     9,114.00      7,860.000    231,084
089 MIDWEST GUARDRAIL SYSTEM (8' POST)       LF           32.6500     53,546.00                                 1,640.000     53,546
090 VEGETATION CONTROL (MINOR CONCRETE)      SQYD         56.7000    952,560.00     2,574.000   145,945.80     10,024.830    568,407
091 CHAIN LINK RAILING (TYPE 7 MODIFIED)     LF           93.0000     11,160.00                                     0.000          0
(F)
092 DOUBLE THRIE BEAM BARRIER (STEEL POST)   LF           46.5500    544,635.00       200.000     9,310.00     11,650.000    542,307
093 TRANSITION RAILING (TYPE DTB)            EA        4,400.0000      8,800.00         1.000     4,400.00          2.000      8,800
094 TRANSITION RAILING (TYPE WB-31)          EA        4,065.0000      8,130.00         1.000     4,065.00          2.000      8,130
095 END ANCHOR ASSEMBLY (TYPE SFT)           EA          855.0000     12,825.00         1.000       855.00         13.000     11,115
096 ALTERNATIVE IN-LINE TERMINAL SYSTEM      EA        3,960.0000     55,440.00         2.000     7,920.00         14.000     55,440
097 SEVERE DUTY CRASH CUSHION (SCI 100GM)    EA       42,050.0000    168,200.00                                     4.000    168,200
098 CONCRETE BARRIER (TYPE 842)              LF          149.0000     42,018.00                                   282.000     42,018
(F)
099 CONCRETE BARRIER (TYPE 842 MODIFIED)     LF          127.7000    161,412.80                                 1,264.000    161,412
(F)
100 REMOVE GUARDRAIL                         LF            7.1500     59,273.50                                 8,292.000     59,287
101 SALVAGE METAL BRIDGE RAILING             LF            9.1000     12,976.60                                 1,426.000     12,976
102 REMOVE CONCRETE BARRIER (TYPE K)         LF            8.8500     80,269.50                                 9,000.000     79,650
PROGRAM CAS145                                                                                                               PAGE  5
DATE 12/22/21                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               08-1F1414
TIME 09:37 AM                                                                                                       ESTIMATE NO. 021
BID OPENING 12/12/19                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/21
R.E. NAME:  BERGEVIN, MIKE                                                                           DATE OF THIS ESTIMATE  12/22/21
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
103 REMOVE METAL RAILING                     LF           15.0000      3,300.00                                   220.000      3,300
104 THERMOPLASTIC PAVEMENT MARKING           SQFT          4.7500     10,972.50                                 2,016.000      9,576
    (ENHANCED WET NIGHT VISIBILITY)
105 PAINT TRAFFIC STRIPE (1-COAT)            LF            0.2000     20,800.00                               100,268.000     20,053
106 PAINT TRAFFIC STRIPE (2-COAT)            LF            0.2300     72,220.00                               315,279.000     72,514
107 6" THERMOPLASTIC TRAFFIC STRIPE          LF            0.8000    136,000.00                               169,635.000    135,708
    (ENHANCED WET NIGHT VISIBILITY)
108 8" THERMOPLASTIC TRAFFIC STRIPE          LF            1.6000      3,648.00                                 2,023.000      3,236
    (ENHANCED WET NIGHT VISIBILITY)
109 REMOVE PAINTED TRAFFIC STRIPE            LF            0.5000     11,950.00                                17,211.000      8,605
110 REMOVE THERMOPLASTIC TRAFFIC STRIPE      LF            0.7000     42,560.00                                27,313.000     19,119
111 6" RUMBLE STRIP                          STA          45.5000      5,460.00                                   399.000     18,154
    (ASPHALT CONCRETE PAVEMENT)
112 6" RUMBLE STRIP                          STA         192.0000     21,120.00                                   119.960     23,032
    (CONCRETE PAVEMENT)
113 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS        2,700.0000      2,700.00                                     1.000      2,700
    SYSTEM ELEMENTS DURING CONSTRUCTION
114 TRAFFIC MONITORING STATION SYSTEM        LS      107,000.0000    107,000.00         0.035     3,745.00          1.000    107,000
115 MODIFYING EXISTING ELECTRICAL SYSTEM     LS      246,000.0000    246,000.00         0.020     4,920.00          1.000    246,000
PROGRAM CAS145                                                                                                               PAGE  6
DATE 12/22/21                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               08-1F1414
TIME 09:37 AM                                                                                                       ESTIMATE NO. 021
BID OPENING 12/12/19                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/21
R.E. NAME:  BERGEVIN, MIKE                                                                           DATE OF THIS ESTIMATE  12/22/21
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              210,366.48               24,930,903.87
         ADJUSTMENT OF COMPENSATION                                                                 0.00                 -205,767.16
         EXTRA WORK                                                                                 0.00                  198,973.22
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               210,366.48               24,924,109.93
116 MOBILIZATION                             LS    1,700,000.0000  1,700,000.00                                     1.000  1,700,000
         ORIGINAL CONTRACT AMOUNT                              28,237,596.90
    TOTAL WORK COMPLETED                                                                      210,366.48               26,624,109.93
         MATERIALS ON HAND ON SITE                                                            -27,544.31                    7,811.49
         DEDUCTIONS                                                                           -20,669.53                  -84,949.53
    TOTAL                                                                                     162,152.64               26,546,971.89
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                              N O N E
DATE CONTR CONTRACT DATE WORK   BEGIN   EST.  DATE   WORKING   WEATHER NON-   C.C.O.       OTHER        PERCENT     PERCENT TIME
 APPROVED    DAYS    STARTED   CONSTR   COMPLETION    DAYS     WORKING DAYS    DAYS        DAYS        COMPLETED       ELAPSED
  01/30/20     360   04/06/20  04/06/20  02/11/22       400         26            4           0             92%           100%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                                         CCO 18,20,23,24 DELAYS
                                                                                  BERGEVIN, MIKE
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 12/22/21