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 09/27/17                                                  EST. NO. 008
     TIME 10:38 AM
     R.E. NAME: QUINTRELL, HEIDI                                       01-0A9904
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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
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     *** 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 09/27/17                                                  EST. NO. 008
     TIME 10:38 AM
     R.E. NAME: QUINTRELL, HEIDI                                       01-0A9904
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     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
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     LABOR COMPLIANCE VIOLATION
     PER LTR DATED 9/17         -10,000.00  008
                                                      -10,000.00      -10,000.00
                              TOTAL DEDUCTIONS        -10,000.00      -10,000.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 09/27/17                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-0A9904
TIME 10:38 AM                                                                                                       ESTIMATE NO. 008
BID OPENING 03/29/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/17
R.E. NAME:  QUINTRELL, HEIDI                                                                         DATE OF THIS ESTIMATE  09/27/17
        LOCATION                                     RERUN PROGRESS ESTIMATE
01-HUM-96-R6.2/6.6                                   -----------------------
                                MERCER FRASER COMPANY                                     IN HUMBOLDT COUNTY 6.2 MILES EAST
                                77 WEST SECOND STREET                                     OF WILLOW CREEK TO 2.6 MILES WEST
                                EUREKA  CA 95501                                          OF TISH-TANG CAMPGROUND
FED. AID NO. HSST-P   (   )   ,P096-058 (E  )
                                                                                          CURVE IMPROVEMENT
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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        4,000.0000      4,000.00                                     1.000      4,000
002 CONSTRUCTION AREA SIGNS                  LS        3,000.0000      3,000.00                                     0.858      2,574
003 TRAFFIC CONTROL SYSTEM                   LS      240,000.0000    240,000.00         0.120    28,800.00          0.750    180,000
004 PORTABLE CHANGEABLE MESSAGE SIGN (LS)    LS        9,500.0000      9,500.00         0.120     1,140.00          0.750      7,125
005 JOB SITE MANAGEMENT                      LS       20,000.0000     20,000.00         0.120     2,400.00          0.750     15,000
006 PREPARE STORM WATER POLLUTION PREVENTION LS        2,500.0000      2,500.00                                     0.750      1,875
     PLAN
007 RAIN EVENT ACTION PLAN                   EA          500.0000     30,500.00         2.000     1,000.00         19.000      9,500
008 STORM WATER SAMPLING AND ANALYSIS DAY    EA          500.0000     15,000.00                                    61.000     30,500
009 STORM WATER ANNUAL REPORT                EA        2,000.0000      4,000.00                                     0.000          0
010 MOVE-IN/MOVE-OUT                         EA          500.0000      2,000.00                                     0.000          0
    (TEMPORARY EROSION CONTROL)
011 TEMPORARY HYDRAULIC MULCH                SQYD          1.2500      6,750.00                                 4,050.000      5,062
    (BONDED FIBER MATRIX)
012 TEMPORARY COVER                          SQYD          5.0000      9,000.00                                     0.000          0
013 TEMPORARY CHECK DAM                      LF            3.5000      2,275.00                                   120.000        420
014 TEMPORARY DRAINAGE INLET PROTECTION      EA          500.0000      2,500.00                                     0.000          0
015 TEMPORARY FIBER ROLL                     LF            3.0000      4,500.00                                   600.000      1,800
016 TEMPORARY GRAVEL BAG BERM                LF            5.5000      3,410.00                                     0.000          0
017 TEMPORARY REINFORCED SILT FENCE          LF           25.0000      1,000.00                                     0.000          0
018 TEMPORARY SILT FENCE                     LF            2.5000        625.00                                   250.000        625
019 TEMPORARY CONSTRUCTION ENTRANCE          EA        3,000.0000      9,000.00                                     0.000          0
020 STREET SWEEPING                          LS        5,000.0000      5,000.00                                     0.000          0
021 TEMPORARY CONCRETE WASHOUT               LS          550.0000        550.00                                     0.000          0
022 TEMPORARY CREEK DIVERSION SYSTEM         EA       70,000.0000     70,000.00         0.500    35,000.00          0.500     35,000
PROGRAM CAS145                                                                                                               PAGE  2
DATE 09/27/17                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-0A9904
TIME 10:38 AM                                                                                                       ESTIMATE NO. 008
BID OPENING 03/29/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/17
R.E. NAME:  QUINTRELL, HEIDI                                                                         DATE OF THIS ESTIMATE  09/27/17
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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 TREATED WOOD WASTE                       LB            1.5000        150.00                                     0.000          0
024 ABANDON CULVERT (LF)                     LF           70.0000      4,200.00                                     0.000          0
025 REMOVE FLARED END SECTION                EA          250.0000        250.00                                     0.000          0
026 REMOVE ROADSIDE SIGN                     EA          110.0000        110.00                                     0.000          0
027 REMOVE CULVERT (LF)                      LF           32.0000      7,360.00       103.000     3,296.00        103.000      3,296
028 REMOVE INLET                             EA          800.0000      1,600.00                                     0.000          0
029 SALVAGE GRATE                            EA          100.0000        200.00                                     0.000          0
030 48" ALTERNATIVE PIPELINER                LF          515.0000    103,000.00       168.000    86,520.00        168.000     86,520
031 CLEANING, INSPECTING, AND PREPARING      LF           70.0000     14,000.00                                     0.000          0
    CULVERT (LF)
032 SAND BACKFILL                            CY          400.0000      2,800.00                                     0.000          0
033 CLEARING AND GRUBBING (LS)               LS       35,000.0000     35,000.00         0.250     8,750.00          1.000     35,000
034 DEVELOP WATER SUPPLY                     LS        5,500.0000      5,500.00                                     0.000          0
035 DUST PALLIATIVE                          LS        5,000.0000      5,000.00                                     0.000          0
036 ROADWAY EXCAVATION                       CY           11.0000    567,600.00                                51,600.000    567,600
037 SHOULDER BACKING                         TON          60.0000     14,400.00                                     0.000          0
038 PACKET FERTILIZER                        EA           21.0000        189.00                                     0.000          0
039 PLANT (GROUP H)                          EA           72.0000        648.00                                     0.000          0
040 WOOD MULCH                               CY           95.0000      1,235.00                                     0.000          0
041 IMPORTED BIOFILTRATION SOIL              CY           72.0000     10,080.00                                     0.000          0
042 EROSION CONTROL (BONDED FIBER MATRIX)    SQFT          0.2500     10,050.00                                     0.000          0
    (SQFT)
043 ROLLED EROSION CONTROL PRODUCT           SQFT          0.8000      1,968.00                                     0.000          0
    (JUTE MESH)
044 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT          0.9000      4,500.00                                     0.000          0
045 HYDROMULCH                               SQFT          0.2000     10,580.00                                     0.000          0
046 FIBER ROLLS                              LF            4.0000      8,600.00                                     0.000          0
047 STRAW                                    SQFT          0.1000      5,290.00                                     0.000          0
048 HYDROSEED                                SQFT          0.3400     17,986.00                                     0.000          0
049 COMPOST                                  SQFT          0.7500      9,000.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  3
DATE 09/27/17                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-0A9904
TIME 10:38 AM                                                                                                       ESTIMATE NO. 008
BID OPENING 03/29/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/17
R.E. NAME:  QUINTRELL, HEIDI                                                                         DATE OF THIS ESTIMATE  09/27/17
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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 INCORPORATE MATERIALS                    SQFT          0.1500      1,800.00                                     0.000          0
051 FINISHING ROADWAY                        LS       37,000.0000     37,000.00                                     0.000          0
052 CLASS 2 AGGREGATE BASE (CY)              CY           54.0000     65,340.00                                     0.000          0
053 HOT MIX ASPHALT (TYPE A)                 TON         135.0000    136,350.00                                     0.000          0
054 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)  TON         175.0000    122,500.00                                     0.000          0
055 SHOULDER RUMBLE STRIP                    STA         110.0000      3,190.00                                     0.000          0
    (HMA,GROUND-IN INDENTATIONS)
056 CENTERLINE RUMBLE STRIP                  STA         110.0000      1,980.00                                     0.000          0
    (HMA,GROUND-IN INDENTATIONS
057 PLACE HOT MIX ASPHALT DIKE (TYPE A)      LF            5.5000      5,280.00                                     0.000          0
058 PLACE HOT MIX ASPHALT DIKE (TYPE F)      LF            5.5000      1,430.00                                     0.000          0
059 PLACE HOT MIX ASPHALT                    SQYD         32.0000      8,320.00                                     0.000          0
    (MISCELLANEOUS AREA)
060 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED   TON         195.0000     89,700.00                                     0.000          0
    (BONDED WEARING COURSE)
061 TACK COAT                                TON         800.0000      2,080.00                                     0.000          0
062 RAIL ELEMENT WALL                        SQFT         27.0000     13,500.00                                     0.000          0
063 MINOR CONCRETE (MINOR STRUCTURE)         CY        2,200.0000     28,600.00         5.400    11,880.00          9.060     19,932
(F)
064 ROADSIDE SIGN - ONE POST                 EA          300.0000        300.00                                     0.000          0
065 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         15.0000        270.00                                     0.000          0
    (0.063"-UNFRAMED)FOR RETROREFLECTIVE
    SHEETING (TYPE XI)
066 RETROREFLECTIVE SHEETING (TYPE XI)       SQFT          6.0000        108.00                                     0.000          0
067 24" ALTERNATIVE PIPE CULVERT             LF          215.0000     32,250.00        45.000     9,675.00         46.230      9,939
068 CONCRETE BACKFILL (PIPE TRENCH)          CY          380.0000      7,980.00                                     0.000          0
069 36" CORRUGATED STEEL PIPE (.138" THICK)  LF          260.0000     21,840.00        22.000     5,720.00         38.440      9,994
070 21" X 15" CORRUGATED STEEL PIPE ARCH     LF          177.0000     53,100.00       420.000    74,340.00        459.840     81,391
    (.109" THICK)
071 12" CORRUGATED STEEL PIPE DOWNDRAIN      LF           41.0000     11,480.00                                    73.430      3,010
    (.079" THICK)
072 24" CORRUGATED STEEL PIPE DOWNDRAIN      LF           50.0000        450.00                                     3.000        150
    (.109" THICK)
073 36" CORRUGATED STEEL PIPE DOWNDRAIN      LF           22.0000      1,914.00                                    29.000        638
    (.138" THICK)
074 ANCHOR ASSEMBLY                          EA          525.0000      7,875.00                                     6.000      3,150
075 CONCRETE ANCHOR AND CABLE ASSEMBLY       EA        5,000.0000     25,000.00                                     1.000      5,000
PROGRAM CAS145                                                                                                               PAGE  4
DATE 09/27/17                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-0A9904
TIME 10:38 AM                                                                                                       ESTIMATE NO. 008
BID OPENING 03/29/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/17
R.E. NAME:  QUINTRELL, HEIDI                                                                         DATE OF THIS ESTIMATE  09/27/17
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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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076 12" STEEL FLARED END SECTION             EA          160.0000        320.00                                     1.000        160
077 24" STEEL FLARED END SECTION             EA          230.0000        230.00                                     0.500        115
078 36" STEEL FLARED END SECTION             EA          480.0000        960.00         1.000       480.00          2.000        960
079 ROCK SLOPE PROTECTION                    CY          200.0000      6,800.00                                     0.000          0
    (1/4 T, METHOD B) (CY)
080 ROCK SLOPE PROTECTION (NO. 1, METHOD B)  CY          235.0000      1,175.00                                     0.000          0
    (CY)
081 ROCK SLOPE PROTECTION FABRIC (CLASS 8)   SQYD          5.0000        380.00                                     0.000          0
082 MISCELLANEOUS IRON AND STEEL             LB            2.2500      3,879.00       782.000     1,759.50        782.000      1,759
(F)
083 DELINEATOR (CLASS 2)                     EA           50.0000      1,300.00                                     0.000          0
084 MILEPOST MARKER                          EA           65.0000        260.00                                     0.000          0
085 MARKER (CULVERT)                         EA           55.0000        715.00                                     0.000          0
086 OBJECT MARKER (TYPE P)                   EA           60.0000        120.00                                     0.000          0
087 MIDWEST GUARDRAIL SYSTEM                 LF           22.0000      7,480.00                                     0.000          0
088 MIDWEST GUARDRAIL SYSTEM (7' POST)       LF           25.0000      3,250.00                                     0.000          0
089 VEGETATION CONTROL (MINOR CONCRETE)      SQYD         75.0000     26,250.00                                     0.000          0
090 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        3,000.0000     12,000.00                                     0.000          0
091 4" THERMOPLASTIC TRAFFIC STRIPE          LF            1.0000      7,200.00                                     0.000          0
    (ENHANCED WET NIGHT VISIBILITY)
092 PAVEMENT MARKER (RETROREFLECTIVE)        EA           11.0000      1,760.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  5
DATE 09/27/17                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-0A9904
TIME 10:38 AM                                                                                                       ESTIMATE NO. 008
BID OPENING 03/29/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/17
R.E. NAME:  QUINTRELL, HEIDI                                                                         DATE OF THIS ESTIMATE  09/27/17
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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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    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              270,760.50                1,122,098.16
         ADJUSTMENT OF COMPENSATION                                                                 0.00                        0.00
         EXTRA WORK                                                                                 0.00                  133,709.34
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               270,760.50                1,255,807.50
093 MOBILIZATION                             LS      220,000.0000    220,000.00         0.050    11,000.00          1.000    220,000
         ORIGINAL CONTRACT AMOUNT                               2,260,122.00
    TOTAL WORK COMPLETED                                                                      281,760.50                1,475,807.50
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                           -10,000.00                  -10,000.00
    TOTAL                                                                                     271,760.50                1,465,807.50
             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
  05/18/16      70   06/09/16  06/09/16  10/12/17        57        263            0           0             58%            81%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                                 UNSATIS PROGRESS OVERRIDEN BECAU
                                                                                                         PER RE REQUEST
                                                                                  QUINTRELL, HEIDI
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 09/27/17