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 06/25/24                                                  EST. NO. 019
     TIME 04:21 PM
     R.E. NAME: DIN DADAWALLA                                          06-0S8304
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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
     ---------------------------------------------------------------------------
     001 0011      28,517.76 E.W. @ F.A.(+) 080323 N 0057.0
     008 0002      87,784.16 E.W. @ U.P (+) 050624 N 8-2  0
                  116,301.92  TOTAL THIS ESTIMATE
                  507,110.22  TOTAL PREVIOUS ESTIMATE
                  623,412.14  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 06/25/24                                                  EST. NO. 019
     TIME 04:21 PM
     R.E. NAME: DIN DADAWALLA                                          06-0S8304
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     MISS ANNUAL CEM-4401       -10,000.00  006
     REC'C ANN CEM-4401          10,000.00  007
     MISSING CEM-2406           -10,000.00  017
     REC'D CEM-2406 EST17        10,000.00  018
     DBE NONCOMPLIANCE          -42,728.75  019
     MISSING CEM 4401           -10,000.00  019
     MISSING CEM 2402F          -10,000.00  019
                                                      -62,728.75      -62,728.75
     LABOR COMPLIANCE VIOLATION
     MISSING PAYROLL             -3,000.00  012
     REC'D PAYROLL EST.12         3,000.00  014
     MISSING PAYROLLS           -10,000.00  019
                                                      -10,000.00      -10,000.00
                              TOTAL DEDUCTIONS        -72,728.75      -72,728.75
PROGRAM CAS145                                                                                                               PAGE  1
DATE 06/25/24                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-0S8304
TIME 04:21 PM                                                                                                       ESTIMATE NO. 019
BID OPENING 04/28/22                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/10/24
R.E. NAME:  DIN DADAWALLA                                                                            DATE OF THIS ESTIMATE  06/25/24
        LOCATION                                PROGRESS ESTIMATE AFTER ACCEPTANCE
06-FRE-5-44.4/45.4                              ----------------------------------
                                GRANITE CONSTRUCTION COMPANY                              IN FRESNO COUNTY FROM 1.2 MI NORTH
                                2716 GRANITE COURT;                                       OF HUDSON AVE. OVERCROSSING TO 0.4
                                FRESNO CA 93706                                           MI SOUTH OF MANNING AVE.
                                                                                          OVERCROSSING
FED. AID NO. ACIM- 005-5(155)E
                                                                                          BRIDGE REPLACEMENT AT TUMEY GULCH
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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        2,700.0000      2,700.00                                     1.000      2,700
002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS        1,000.0000      1,000.00                                     1.000      1,000
003 TIME-RELATED OVERHEAD (WDAY)             WDAY        500.0000    150,000.00         6.000     3,000.00        300.000    150,000
004 DISPUTE RESOLUTION BOARD ON-SITE         EA        6,000.0000     42,000.00                                     4.500     27,000
    MEETING
005 HOURLY OFF-SITE                          HR          200.0000      4,000.00                                    10.500      2,100
    DISPUTE-RESOLUTION-BOARD-RELATED TASKS
006 CONSTRUCTION AREA SIGNS                  LS       21,000.0000     21,000.00                                     1.000     21,000
007 TRAFFIC CONTROL SYSTEM                   LS      403,500.0000    403,500.00                                     1.000    403,500
008 TRAFFIC CONTROL SUPERVISOR               DAY         250.0000     30,000.00                                   109.000     27,250
009 STATIONARY IMPACT ATTENUATOR VEHICLE     DAY         400.0000     20,000.00                                    23.000      9,200
010 TYPE III BARRICADE                       EA          100.0000        600.00                                     6.000        600
011 TEMPORARY TRAFFIC STRIPE (TAPE)          LF            2.0000    138,600.00                                     0.000          0
012 CHANNELIZER (SURFACE MOUNTED)            EA           60.0000     12,000.00                                   134.000      8,040
013 PORTABLE RADAR SPEED FEEDBACK SIGN       EA           35.0000      4,200.00                                    93.000      3,255
    SYSTEM DAY
014 PORTABLE CHANGEABLE MESSAGE SIGN (LS)    LS       40,000.0000     40,000.00                                     1.000     40,000
015 TEMPORARY RAILING (TYPE K)               LF           10.0000    151,000.00                                34,420.000    344,200
016 ALTERNATIVE TEMPORARY CRASH CUSHION      EA        1,000.0000      4,000.00                                     8.000      8,000
017 TEMPORARY CRASH CUSHION MODULE           EA          450.0000     25,200.00                                    56.000     25,200
018 TEMPORARY RADAR SPEED FEEDBACK           EA        8,400.0000     33,600.00                                     4.000     33,600
    SIGN SYSTEM
019 JOB SITE MANAGEMENT                      LS       10,000.0000     10,000.00                                     1.000     10,000
020 PREPARE STORM WATER POLLUTION PREVENTION LS        1,500.0000      1,500.00                                     1.000      1,500
    PLAN
021 STORM WATER ANNUAL REPORT                EA        2,000.0000      6,000.00                                     1.000      2,000
022 TEMPORARY EROSION CONTROL BLANKET        SQYD         19.0000      3,420.00                                   180.000      3,420
PROGRAM CAS145                                                                                                               PAGE  2
DATE 06/25/24                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-0S8304
TIME 04:21 PM                                                                                                       ESTIMATE NO. 019
BID OPENING 04/28/22                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/10/24
R.E. NAME:  DIN DADAWALLA                                                                            DATE OF THIS ESTIMATE  06/25/24
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
023 MOVE-IN/MOVE-OUT                         EA          780.0000      4,680.00                                     1.000        780
    (TEMPORARY EROSION CONTROL)
024 TEMPORARY HYDRAULIC MULCH                SQYD          0.9100     48,594.00                                     0.000          0
    (BONDED FIBER MATRIX)
025 TEMPORARY SOIL BINDER                    SQYD          0.2100     11,214.00                                     0.000          0
026 TEMPORARY IMPERMEABLE PLASTIC SHEETING   SQYD         15.0000      1,500.00                                   100.000      1,500
027 TEMPORARY GRAVEL-FILLED BAG              EA           14.0000     16,800.00                                 1,200.000     16,800
028 TEMPORARY CHECK DAM                      LF           13.5000        675.00                                     0.000          0
029 TEMPORARY DRAINAGE INLET PROTECTION      EA          167.0000      1,837.00                                     4.000        668
030 TEMPORARY FIBER ROLL                     LF            4.5000     18,270.00                                     0.000          0
031 TEMPORARY CONSTRUCTION ENTRANCE          EA        2,000.0000     16,000.00                                     6.000     12,000
032 STREET SWEEPING                          LS      175,000.0000    175,000.00                                     1.000    175,000
033 TEMPORARY CONCRETE WASHOUT               LS       17,000.0000     17,000.00                                     1.000     17,000
034 WATER QUALITY SAMPLING AND ANALYSIS DAY  EA          600.0000      7,200.00                                     9.000      5,400
035 WATER QUALITY MONITORING REPORT          EA          250.0000        750.00                                     1.000        250
036 WATER QUALITY ANNUAL REPORT              EA          250.0000        750.00                                     1.000        250
037 TEMPORARY FILTER FABRIC                  SQYD          6.0000      4,440.00                                   740.000      4,440
038 TEMPORARY FENCE                          LF           14.0000     82,460.00                                 6,428.000     89,992
    (WILDLIFE EXCLUSION GKR)
039 ASBESTOS COMPLIANCE PLAN                 LS        3,500.0000      3,500.00                                     1.000      3,500
040 WORK AREA MONITORING (BRIDGE)            LS        5,500.0000      5,500.00                                     1.000      5,500
041 TREATED WOOD WASTE                       LB            0.5000      2,090.00                                 4,540.000      2,270
042 INVASIVE SPECIES CONTROL                 LS        3,000.0000      3,000.00                                     1.000      3,000
043 BIRD EXCLUSION DEVICES                   LS       25,000.0000     25,000.00                                     1.000     25,000
044 CLEARING AND GRUBBING (LS)               LS       80,000.0000     80,000.00                                     1.000     80,000
045 ROADWAY EXCAVATION                       CY           23.0000    374,900.00                                16,300.000    374,900
046 SHOULDER BACKING                         TON          50.0000     19,500.00                                   550.000     27,500
047 STRUCTURE EXCAVATION (BRIDGE)            CY           60.0000     63,600.00                                 1,060.000     63,600
(F)
048 STRUCTURE BACKFILL (BRIDGE)              CY          140.0000     64,400.00                                   460.000     64,400
(F)
049 IMPORTED BORROW (CY)                     CY           30.0000    318,000.00                                11,182.000    335,460
PROGRAM CAS145                                                                                                               PAGE  3
DATE 06/25/24                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-0S8304
TIME 04:21 PM                                                                                                       ESTIMATE NO. 019
BID OPENING 04/28/22                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/10/24
R.E. NAME:  DIN DADAWALLA                                                                            DATE OF THIS ESTIMATE  06/25/24
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
050 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA        1,145.0000      3,435.00                                     2.000      2,290
051 DRILL SEED (ACRE)                        ACRE      2,122.0000     72,148.00                                    15.510     32,912
052 HYDROMULCH                               SQFT          0.0500     74,000.00                               691,712.000     34,585
053 FIBER ROLLS                              LF            4.4200     71,162.00                                14,952.000     66,087
054 STRAW                                    SQFT          0.0400     58,000.00                               691,712.000     27,668
055 HYDROSEED                                SQFT          0.2100      6,615.00                                35,395.000      7,432
056 COMPOST (CY)                             CY           56.9000    260,033.00                                 3,792.320    215,783
057 INCORPORATE MATERIALS                    SQFT          0.0200     29,000.00                               691,712.000     13,834
058 CLASS 2 AGGREGATE BASE (CY)              CY           39.0000    772,200.00                                19,800.000    772,200
059 HOT MIX ASPHALT (TYPE A)                 TON          96.0000  2,035,200.00                                22,356.310  2,146,205
060 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)  TON         120.0000    646,800.00                                 5,355.450    642,654
061 DATA CORE                                LS        4,000.0000      4,000.00                                     1.000      4,000
062 PLACE HOT MIX ASPHALT DIKE (TYPE A)      LF           25.0000      2,500.00                                   136.000      3,400
063 PLACE HOT MIX ASPHALT                    SQYD         50.0000      2,400.00                                    48.000      2,400
    (MISCELLANEOUS AREA)
064 TACK COAT                                TON       2,400.0000     50,400.00                                    40.100     96,240
065 REMOVE ASPHALT CONCRETE PAVEMENT (CY)    CY           11.5000    116,150.00                                10,810.000    124,315
066 REMOVE ASPHALT CONCRETE DIKE             LF            6.0000        600.00                                   136.000        816
067 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD          1.7000     92,990.00                                56,706.800     96,401
068 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF          140.0000    472,080.00                                 3,372.000    472,080
069 STRUCTURAL CONCRETE, BRIDGE FOOTING      CY        1,100.0000    235,400.00                                   214.000    235,400
(F)
070 STRUCTURAL CONCRETE, BRIDGE              CY        1,750.0000    442,750.00                                   253.000    442,750
(F)
071 STRUCTURAL CONCRETE, BRIDGE              CY        1,800.0000    419,400.00                                   233.000    419,400
(F) (POLYMER FIBER)
072 STRUCTURAL CONCRETE, APPROACH SLAB       CY        1,600.0000    377,600.00                                   236.000    377,600
(F) (TYPE N)
073 STRUCTURAL CONCRETE, DRAINAGE INLET      CY        2,400.0000     33,600.00                                    14.000     33,600
(F)
074 FURNISH PRECAST PRESTRESSED CONCRETE     EA       39,600.0000    396,000.00                                    10.000    396,000
    WIDE-FLANGE GIRDER (90'-100')
075 ERECT PRECAST PRESTRESSED CONCRETE       EA       11,800.0000    118,000.00                                    10.000    118,000
    GIRDER
076 JOINT SEAL (MR 1")                       LF          112.0000     19,264.00                                   172.000     19,264
PROGRAM CAS145                                                                                                               PAGE  4
DATE 06/25/24                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-0S8304
TIME 04:21 PM                                                                                                       ESTIMATE NO. 019
BID OPENING 04/28/22                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/10/24
R.E. NAME:  DIN DADAWALLA                                                                            DATE OF THIS ESTIMATE  06/25/24
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
077 BAR REINFORCING STEEL (BRIDGE)           LB            1.6500    317,097.00                               192,179.990    317,096
(F)
078 HEADED BAR REINFORCEMENT                 EA           48.0000      3,072.00                                    64.000      3,072
(F)
079 BRIDGE REMOVAL                           LS       92,000.0000     92,000.00                                     1.000     92,000
080 24" TEMPORARY CULVERT                    LF          240.0000     28,800.00                                   121.000     29,040
081 36" TEMPORARY CULVERT                    LF          120.0000     37,200.00                                   320.000     38,400
082 24" CORRUGATED STEEL PIPE (.079" THICK)  LF          340.0000     25,160.00                                   119.000     40,460
083 24" STEEL FLARED END SECTION             EA          900.0000      3,600.00                                     6.000      5,400
084 24" TEMPORARY STEEL FLARED END SECTION   EA          900.0000        900.00                                     1.000        900
085 INLET DEPRESSION                         EA        2,400.0000     12,000.00                                     5.000     12,000
086 REMOVE CULVERT (LF)                      LF          475.0000      8,550.00                                    36.000     17,100
087 REMOVE INLET                             EA        1,200.0000      7,200.00                                     8.000      9,600
088 REMOVE FLARED END SECTION (EA)           EA          700.0000      2,800.00                                     4.000      2,800
089 TEMPORARY ROCK SLOPE PROTECTION          CY          190.0000     11,780.00                                    62.000     11,780
    (60 LB, CLASS II, METHOD B) (CY)
090 TEMPORARY ROCK SLOPE PROTECTION FABRIC   SQYD         10.0000      1,100.00                                   110.000      1,100
    (CLASS 8)
091 MISCELLANEOUS IRON AND STEEL             LB            1.1000      2,673.00                                 2,430.000      2,673
(F)
092 TEMPORARY STEEL PLATE COVER              LB            5.0000      3,265.00                                   653.000      3,265
(F)
093 FENCE (TYPE BW, 5-STRAND, METAL POST)    LF           18.5000     10,545.00                                   551.500     10,202
094 REMOVE FENCE                             LF            7.5000      4,350.00                                   580.000      4,350
095 REMOVE PAVEMENT MARKER                   EA            2.0000      1,080.00                                   595.000      1,190
096 PAVEMENT MARKER (RETROREFLECTIVE)        EA            5.0000      7,750.00                                 1,495.000      7,475
097 REMOVE ROADSIDE SIGN (WOOD POST)         EA          175.0000      1,225.00                                     5.000        875
098 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT         27.0000      7,290.00                                   270.000      7,290
099 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         11.2500        135.00                                    12.000        135
    (0.063"-UNFRAMED)
100 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         11.7500        235.00                                    20.000        235
    (0.080"-UNFRAMED)
101 ROADSIDE SIGN - ONE POST                 EA          275.0000      1,375.00                                     5.000      1,375
102 INSTALL ROADSIDE SIGN                    EA        7,250.0000     14,500.00                                     2.000     14,500
    (LAMINATED WOOD BOX POST)
103 MIDWEST GUARDRAIL SYSTEM (STEEL POST)    LF           50.0000     39,000.00                                   775.000     38,750
PROGRAM CAS145                                                                                                               PAGE  5
DATE 06/25/24                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-0S8304
TIME 04:21 PM                                                                                                       ESTIMATE NO. 019
BID OPENING 04/28/22                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/10/24
R.E. NAME:  DIN DADAWALLA                                                                            DATE OF THIS ESTIMATE  06/25/24
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
104 VEGETATION CONTROL (MINOR CONCRETE)      SQYD         70.0000     70,000.00                                 1,165.000     81,550
105 DOUBLE MIDWEST GUARDRAIL SYSTEM          LF           70.0000     23,100.00                                   325.000     22,750
    (STEEL POST)
106 TRANSITION RAILING (TYPE WB-31)          EA        5,800.0000     34,800.00                                     6.000     34,800
107 RAIL TENSIONING ASSEMBLY                 EA          900.0000      1,800.00                                     2.000      1,800
108 MAX-TENSION MEDIAN TERMINAL SYSTEM       EA       10,000.0000     20,000.00                                     2.000     20,000
109 ALTERNATIVE IN-LINE TERMINAL SYSTEM      EA        5,500.0000     22,000.00                                     4.000     22,000
110 CONCRETE BARRIER (TYPE 836)              LF          210.0000    134,400.00                                   640.000    134,400
(F)
111 REMOVE GUARDRAIL                         LF           18.0000     21,600.00                                 1,200.000     21,600
112 SALVAGE METAL BRIDGE RAILING             LF           27.5000     11,000.00                                   400.000     11,000
113 6" THERMOPLASTIC TRAFFIC STRIPE          LF            0.6000      7,500.00                                13,050.000      7,830
    (ENHANCED WET NIGHT VISIBILITY)
    (BROKEN 36-12)
114 6" THERMOPLASTIC TRAFFIC STRIPE          LF            1.0000     24,900.00                                26,040.000     26,040
    (ENHANCED WET NIGHT VISIBILITY)
115 REMOVE THERMOPLASTIC TRAFFIC STRIPE      LF            0.6000     16,860.00                                42,252.000     25,351
116 12" RUMBLE STRIP                         STA          32.2000      7,084.00                                   232.500      7,486
    (ASPHALT CONCRETE PAVEMENT)
117 CONTRAST STRIPE PAINT (1-COAT)           LF            5.0000      1,600.00                                     0.000          0
118 6" TRAFFIC STRIPE TAPE (WARRANTY)        LF           12.0000      3,840.00                                   300.000      3,600
119 6" TRAFFIC STRIPE TAPE WITH CONTRAST     LF           18.0000      5,760.00                                   300.000      5,400
    (WARRANTY)
120 6" TRAFFIC STRIPE TAPE WITH CONTRAST     LF           10.0000      3,200.00                                   300.000      3,000
    (WARRANTY) (BROKEN 36-12)
121 2" CONDUIT (BRIDGE)                      LF           80.0000     25,600.00                                   320.000     25,600
PROGRAM CAS145                                                                                                               PAGE  6
DATE 06/25/24                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-0S8304
TIME 04:21 PM                                                                                                       ESTIMATE NO. 019
BID OPENING 04/28/22                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/10/24
R.E. NAME:  DIN DADAWALLA                                                                            DATE OF THIS ESTIMATE  06/25/24
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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                                                3,000.00               10,363,368.09
         ADJUSTMENT OF COMPENSATION                                                                 0.00                      880.38
         EXTRA WORK                                                                           116,301.92                  622,531.76
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               119,301.92               10,986,780.23
122 MOBILIZATION                             LS    1,100,000.0000  1,100,000.00                                     1.000  1,100,000
         ORIGINAL CONTRACT AMOUNT                              11,462,433.00
    TOTAL WORK COMPLETED                                                                      119,301.92               12,086,780.23
         MATERIALS ON HAND ON SITE                                                                                              0.00
         DEDUCTIONS                                                                           -72,728.75                  -72,728.75
    TOTAL                                                                                      46,573.17               12,014,051.48
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                              N O N E
DATE CONTR CONTRACT DATE WORK   BEGIN    JOB COM-    WORKING   WEATHER NON-   C.C.O.       OTHER        PERCENT     PERCENT TIME
 APPROVED    DAYS    STARTED   CONSTR   PLETED ON     DAYS     WORKING DAYS    DAYS        DAYS        COMPLETED       ELAPSED
  06/16/22     300   07/27/22  07/27/22  05/10/24       300        144            0           0            100%           100%
                                                                                  DIN DADAWALLA
                                                                                  RESIDENT ENGINEER