PROGRAM CAS145   S C H E D U L E   O F   E X T R A   W O R K    PAGE NO.  1
     DATE 01/23/23                                                  EST. NO. 008
     TIME 02:30 PM
     R.E. NAME: CARY CRUZ                                              06-0X2704
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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 01/23/23                                                  EST. NO. 008
     TIME 02:30 PM
     R.E. NAME: CARY CRUZ                                              06-0X2704
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     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     MISS ANNUAL CEM-4401       -10,000.00  008
                                                      -10,000.00      -10,000.00
                              TOTAL DEDUCTIONS        -10,000.00      -10,000.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 01/23/23                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-0X2704
TIME 02:30 PM                                                                                                       ESTIMATE NO. 008
BID OPENING 04/19/22                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/23
R.E. NAME:  CARY CRUZ                                                                                DATE OF THIS ESTIMATE  01/23/23
        LOCATION                                        PROGRESS ESTIMATE
06-FRE-5-37.2/48.8                                      -----------------
                                GRANITE CONSTRUCTION COMPANY                              IN FRESNO COUNTY FROM 1.9 MI NORTH
                                2716 GRANITE COURT;                                       OF THREE ROCKS ROAD UC TO 0.2 MI
                                FRESNO CA 93706                                           SOUTH OF PANOCHE ROAD OC
FED. AID NO. ACIM-055(157)E
                                                                                          PAVEMENT PRESERVATION (MULTI-ASSET
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
001 LEAD COMPLIANCE PLAN                     LS          975.0000        975.00                                     1.000        975
002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS        1,000.0000      1,000.00         0.100       100.00          0.800        800
003 TIME-RELATED OVERHEAD (WDAY)             WDAY      1,500.0000    360,000.00        11.000    16,500.00        122.000    183,000
004 DISPUTE RESOLUTION BOARD ON-SITE         EA        6,000.0000     36,000.00                                     1.000      6,000
    MEETING
005 HOURLY OFF-SITE                          HR          200.0000      4,000.00                                     2.000        400
    DISPUTE-RESOLUTION-BOARD-RELATED TASKS
006 CONSTRUCTION AREA SIGNS                  LS       14,875.0000     14,875.00         0.100     1,487.50          0.800     11,900
007 TRAFFIC CONTROL SYSTEM                   LS    2,482,000.0000  2,482,000.00         0.020    49,640.00          0.870  2,159,340
008 PORTABLE RADAR SPEED FEEDBACK SIGN       EA           35.0000     32,200.00        44.000     1,540.00        383.000     13,405
    SYSTEM DAY
009 PORTABLE CHANGEABLE MESSAGE SIGN (LS)    LS       40,800.0000     40,800.00                                     0.800     32,640
010 JOB SITE MANAGEMENT                      LS       10,000.0000     10,000.00         0.050       500.00          0.750      7,500
011 PREPARE STORM WATER POLLUTION PREVENTION LS          650.0000        650.00                                     0.750        487
     PLAN
012 STORM WATER ANNUAL REPORT                EA        2,000.0000      4,000.00                                     1.000      2,000
013 TEMPORARY DRAINAGE INLET PROTECTION      EA          175.0000      5,950.00                                    33.000      5,775
014 TEMPORARY FIBER ROLL                     LF            5.0000     20,800.00                                 3,805.000     19,025
015 STREET SWEEPING                          LS      400,000.0000    400,000.00                                     0.700    280,000
016 TEMPORARY CONCRETE WASHOUT               LS        1,500.0000      1,500.00         0.050        75.00          0.750      1,125
017 TREATED WOOD WASTE                       LB            0.7500     11,775.00                                 8,965.000      6,723
018 REMOVE CONCRETE (STRUCTURE)              CY          350.0000     21,350.00                                    61.000     21,350
019 TEMPORARY HIGH-VISIBILITY FENCE          LF            4.7900    226,567.00                                47,963.000    229,742
020 ROADWAY EXCAVATION                       CY           90.0000      2,610.00                                    29.000      2,610
021 SHOULDER BACKING                         TON          48.0000    276,000.00                                 7,187.500    345,000
022 HYDROMULCH                               SQFT          0.0500     38,400.00                                20,462.000      1,023
PROGRAM CAS145                                                                                                               PAGE  2
DATE 01/23/23                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-0X2704
TIME 02:30 PM                                                                                                       ESTIMATE NO. 008
BID OPENING 04/19/22                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/23
R.E. NAME:  CARY CRUZ                                                                                DATE OF THIS ESTIMATE  01/23/23
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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 HYDROSEED                                SQFT          0.0400     30,720.00                                20,462.000        818
024 REPLACE ASPHALT CONCRETE SURFACING       CY          350.0000    171,500.00                                   370.400    129,640
025 HOT MIX ASPHALT (TYPE A)                 TON          80.0000  6,568,000.00                                79,210.560  6,336,844
026 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)  TON         106.0000  5,416,600.00                                44,127.930  4,677,560
027 DATA CORE                                LS        5,000.0000      5,000.00                                     1.000      5,000
028 PLACE HOT MIX ASPHALT DIKE (TYPE D)      LF            1.4000     50,260.00                                36,779.000     51,490
029 PLACE HOT MIX ASPHALT DIKE (TYPE F)      LF            1.4000      1,638.00                                 2,826.000      3,956
030 PLACE HOT MIX ASPHALT                    SQYD         95.0000      3,800.00        56.000     5,320.00         56.000      5,320
    (MISCELLANEOUS AREA)
031 TACK COAT                                TON           1.0000        360.00                                   317.350        317
032 REMOVE ASPHALT CONCRETE DIKE             LF            0.7000     25,900.00                                36,344.000     25,440
033 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD          2.0500  1,051,650.00                               521,865.000  1,069,823
034 STRUCTURAL CONCRETE, BOX CULVERT         CY        3,300.0000    792,000.00                                   232.000    765,600
(F)
035 STRUCTURAL CONCRETE, HEADWALL            CY        2,335.0000    303,550.00                                    17.000     39,695
(F)
036 STRUCTURAL CONCRETE, DRAINAGE INLET      CY        2,500.0000      8,000.00                                     3.200      8,000
(F)
037 BAR REINFORCING STEEL (BOX CULVERT)      LB            1.5000     42,450.00                                28,220.000     42,330
038 CONCRETE BACKFILL (PIPE TRENCH)          CY          300.0000    348,000.00                                 1,476.690    443,007
039 24" REINFORCED CONCRETE PIPE             LF          340.0000     68,000.00                                   200.000     68,000
040 30" REINFORCED CONCRETE PIPE             LF          280.0000    109,200.00                                   392.000    109,760
041 36" REINFORCED CONCRETE PIPE             LF          380.0000     83,600.00                                   208.000     79,040
042 48" REINFORCED CONCRETE PIPE             LF          510.0000     96,900.00                                   192.000     97,920
043 24" CORRUGATED STEEL PIPE (.079" THICK)  LF          530.0000     15,900.00                                    23.000     12,190
044 30" CORRUGATED STEEL PIPE (.079" THICK)  LF          725.0000      3,625.00                                     0.000          0
045 12" CORRUGATED STEEL PIPE DOWNDRAIN      LF          110.0000     13,200.00                                     0.000          0
    (.079" THICK)
046 12" ENTRANCE TAPER                       EA        1,700.0000     13,600.00                                     0.000          0
047 24" STEEL FLARED END SECTION             EA          850.0000     10,200.00                                    12.000     10,200
048 24" CONCRETE FLARED END SECTION          EA        3,000.0000      6,000.00                                     2.000      6,000
049 30" CONCRETE FLARED END SECTION          EA        3,300.0000     13,200.00                                     3.000      9,900
PROGRAM CAS145                                                                                                               PAGE  3
DATE 01/23/23                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-0X2704
TIME 02:30 PM                                                                                                       ESTIMATE NO. 008
BID OPENING 04/19/22                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/23
R.E. NAME:  CARY CRUZ                                                                                DATE OF THIS ESTIMATE  01/23/23
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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 36" CONCRETE FLARED END SECTION          EA        3,800.0000      7,600.00                                     2.000      7,600
051 48" CONCRETE FLARED END SECTION          EA        4,200.0000      8,400.00                                     2.000      8,400
052 REMOVE ENTRANCE TAPER                    EA          550.0000      4,400.00                                     0.000          0
053 REMOVE OVERSIDE DRAIN                    EA          700.0000      4,200.00         6.000     4,200.00          6.000      4,200
054 REMOVE CULVERT (LF)                      LF          160.0000     22,400.00                                   140.000     22,400
055 REMOVE DOWNDRAIN (EA)                    EA          750.0000      6,000.00                                     8.000      6,000
056 REMOVE FLARED END SECTION (EA)           EA          700.0000     16,800.00                                    24.000     16,800
057 CLEANING, INSPECTING, AND PREPARING      LF            8.0000    104,800.00                                10,570.300     84,562
    CULVERT (LF)
058 12" CURED-IN-PLACE PIPELINER             LF          400.0000     10,400.00                                     0.000          0
059 24" CURED-IN-PLACE PIPELINER             LF          109.0000  1,155,400.00       860.500    93,794.50      1,782.400    194,281
060 30" CURED-IN-PLACE PIPELINER             LF          280.0000    193,200.00       302.800    84,784.00        302.800     84,784
061 36" CURED-IN-PLACE PIPELINER             LF          250.0000    100,000.00                                     0.000          0
062 48" CURED-IN-PLACE PIPELINER             LF          395.0000    240,950.00                                     0.000          0
063 54" CURED-IN-PLACE PIPELINER             LF          525.0000    189,000.00                                     0.000          0
064 60" CURED-IN-PLACE PIPELINER             LF          705.0000    162,150.00                                     0.000          0
065 MINOR CONCRETE (CURB) (LF)               LF           65.0000      3,575.00                                    55.000      3,575
066 REMOVE CONCRETE CURB (LF)                LF           16.0000      1,088.00                                    80.000      1,280
067 MISCELLANEOUS IRON AND STEEL             LB            9.5000     34,390.00                                   239.000      2,270
068 TEMPORARY SJAS FENCE                     LF            8.3000    149,400.00                                17,243.000    143,116
069 PAVEMENT MARKER (RETROREFLECTIVE)        EA            3.6000     22,068.00                                     0.000          0
070 REMOVE ROADSIDE SIGN                     EA          115.0000     10,235.00                                    11.000      1,265
071 REMOVE ROADSIDE SIGN PANEL               EA           25.0000        250.00                                     0.000          0
072 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT         27.0000     14,580.00                                     0.000          0
073 FURNISH LAMINATED PANEL SIGN             SQFT         29.5000     15,340.00                                     0.000          0
    (2 1/2"-TYPE B)
074 FURNISH LAMINATED PANEL SIGN             SQFT         29.5000     17,405.00                                     0.000          0
    (2 1/2"-TYPE H)
075 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         11.0000      4,950.00                                    75.570        831
    (0.063"-UNFRAMED)
076 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         11.5000      9,085.00                                    79.750        917
    (0.080"-UNFRAMED)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 01/23/23                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-0X2704
TIME 02:30 PM                                                                                                       ESTIMATE NO. 008
BID OPENING 04/19/22                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/23
R.E. NAME:  CARY CRUZ                                                                                DATE OF THIS ESTIMATE  01/23/23
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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 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         19.0000        494.00                                     0.000          0
    (0.080"-FRAMED)
078 ROADSIDE SIGN - ONE POST                 EA          635.0000     46,990.00                                    11.000      6,985
079 ROADSIDE SIGN - TWO POST                 EA          410.0000        820.00                                     0.000          0
080 INSTALL SIGN (STRAP AND SADDLE BRACKET   EA          125.0000      1,250.00                                     0.000          0
    METHOD)
081 INSTALL ROADSIDE SIGN                    EA        1,665.0000     21,645.00                                     0.000          0
    (LAMINATED WOOD BOX POST)
082 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA        2,875.0000     17,250.00                                     0.000          0
083 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA        2,275.0000     45,500.00                                     0.000          0
084 MIDWEST GUARDRAIL SYSTEM (STEEL POST)    LF           50.0000     45,000.00                                   300.000     15,000
085 VEGETATION CONTROL (MINOR CONCRETE)      SQYD         70.0000    126,000.00                                 1,260.000     88,200
086 DOUBLE MIDWEST GUARDRAIL SYSTEM          LF           70.0000     63,000.00                                   900.000     63,000
    (STEEL POST)
087 RAIL TENSIONING ASSEMBLY                 EA        1,000.0000      8,000.00                                     8.000      8,000
088 END ANCHOR ASSEMBLY (TYPE SFT)           EA        1,500.0000     18,000.00                                     8.000     12,000
089 ALTERNATIVE IN-LINE TERMINAL SYSTEM      EA        5,500.0000     16,500.00                                     0.000          0
090 ALTERNATIVE CRASH CUSHION SYSTEM         EA       38,200.0000    305,600.00                                     0.000          0
091 REMOVE GUARDRAIL                         LF           20.0000     15,600.00                                   600.000     12,000
092 REMOVE CRASH CUSHION                     EA        1,500.0000     12,000.00                                     0.000          0
093 THERMOPLASTIC PAVEMENT MARKING           SQFT          7.5000      9,300.00                                     0.000          0
    (ENHANCED WET NIGHT VISIBILITY)
094 6" THERMOPLASTIC TRAFFIC STRIPE          LF            1.0500    274,050.00                                     0.000          0
    (ENHANCED WET NIGHT VISIBILITY)
095 12" THERMOPLASTIC TRAFFIC STRIPE         LF            2.0000     10,180.00                                     0.000          0
    (ENHANCED WET NIGHT VISIBILITY)
096 12" RUMBLE STRIP                         STA          20.0000     44,800.00                                 2,180.570     43,611
    (ASPHALT CONCRETE PAVEMENT)
097 6" TRAFFIC STRIPE TAPE (WARRANTY)        LF            1.2000      1,560.00                                     0.000          0
    (BROKEN 17-7)
098 6" TRAFFIC STRIPE TAPE (WARRANTY)        LF            1.2000    147,600.00                                     0.000          0
    (BROKEN 36-12)
099 MODIFYING LIGHTING SYSTEMS               LS      498,322.0000    498,322.00                                     0.122     60,795
100 MODIFYING TRAFFIC MONITORING STATIONS    LS      412,664.0000    412,664.00                                     0.184     75,930
101 MODIFYING CHANGEABLE MESSAGE             LS       25,024.0000     25,024.00                                     0.000          0
    SIGN SYSTEMS
102 MODIFYING CAMERA SYSTEMS                 LS       89,379.0000     89,379.00                                     0.090      8,044
PROGRAM CAS145                                                                                                               PAGE  5
DATE 01/23/23                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-0X2704
TIME 02:30 PM                                                                                                       ESTIMATE NO. 008
BID OPENING 04/19/22                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/23
R.E. NAME:  CARY CRUZ                                                                                DATE OF THIS ESTIMATE  01/23/23
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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                                              257,941.00               18,304,526.15
         ADJUSTMENT OF COMPENSATION                                                                 0.00                        0.00
         EXTRA WORK                                                                                 0.00                        0.00
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               257,941.00               18,304,526.15
103 MOBILIZATION                             LS    2,600,000.0000  2,600,000.00                                     1.000  2,600,000
         ORIGINAL CONTRACT AMOUNT                              26,608,899.00
    TOTAL WORK COMPLETED                                                                      257,941.00               20,904,526.15
         MATERIALS ON HAND ON SITE                                                                                        214,750.00
         DEDUCTIONS                                                                           -10,000.00                  -10,000.00
    TOTAL                                                                                     247,941.00               21,109,276.15
             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
  06/09/22     240   06/27/22  06/27/22  07/13/23       122         20            0           0             77%            51%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  CARY CRUZ
                                                                                  RESIDENT ENGINEER