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 05/31/24                                                  EST. NO. 001
     TIME 08:53 AM
     R.E. NAME: NATHAN ALEXANDER                                       02-4J0514
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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 05/31/24                                                  EST. NO. 001
     TIME 08:53 AM
     R.E. NAME: NATHAN ALEXANDER                                       02-4J0514
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     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT ***
PROGRAM CAS145                                                                                                               PAGE  1
DATE 05/31/24                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-4J0514
TIME 08:53 AM                                                                                                       ESTIMATE NO. 001
BID OPENING 10/27/23                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/24
R.E. NAME:  NATHAN ALEXANDER                                                                         DATE OF THIS ESTIMATE  05/31/24
        LOCATION                                        PROGRESS ESTIMATE
02-SHA-5-R17.3/R25.0                                    -----------------
                                TEICHERT ENERGY & UTILITIES                               SHASTA COUNTY IN AND NEAR REDDING FROM
                                GROUP, INC.                                               ROUTE 299 TO WEST FORK STILLWATER CREEK
                                3500 AMERICAN RIVER DRIVE                                 BRIDGE
                                SACRAMENTO CA 95864
FED. AID NO.    N O N E
                                                                                          MIDDLE-MILE BROADBAND NETWORK
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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 (EA)                EA        3,589.9200      3,589.92         1.000     3,589.92          1.000      3,589
002 TRAFFIC CONTROL SYSTEM (FREEWAYS AND     EA        3,259.9600     97,798.80        11.000    35,859.56         11.000     35,859
    EXPRESSWAYS 1 LANE CLOSURE)
003 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA        2,985.2000     35,822.40                                     0.000          0
    RAMP CLOSURE)
004 TRAFFIC CONTROL SYSTEM (CONNECTING RAMP  EA        3,444.8000      3,444.80                                     0.000          0
    CLOSURE)
005 TRAFFIC CONTROL SYSTEM (SHOULDER         EA        3,445.1200    165,365.76                                     0.000          0
    CLOSURE)
006 PORTABLE CHANGEABLE MESSAGE SIGN         DAY         118.0200     23,604.00        10.000     1,180.20         10.000      1,180
007 PORTABLE RADAR SPEED FEEDBACK SIGN       EA           90.0100      7,020.78                                     0.000          0
    SYSTEM (EA)
008 JOB SITE MANAGEMENT (DAY)                DAY          35.0300      3,222.76        10.000       350.30         10.000        350
009 STREET SWEEPING (DAY)                    DAY       2,289.9400    100,757.36                                     0.000          0
010 TEMPORARY CONCRETE WASHOUT (EA)          EA        2,654.5400      2,654.54                                     0.000          0
011 ROADWAY EXCAVATION (101-500 CY)          CY           50.6900     24,838.10                                     0.000          0
012 ROADWAY EXCAVATION (FOR NIGHT TIME WORK  CY            6.6500      3,258.50                                     0.000          0
    7:30 PM TO 6:00 AM ADD)
013 HOT MIX ASPHALT (TYPE A)(1-100 TON)      TON         255.0800      7,397.32                                     0.000          0
014 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME  TON          17.2000        498.80                                     0.000          0
    WORK 7:30 PM TO 6:00 AM ADD)
015 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD          5.3500      1,278.65                                     0.000          0
    (DEPTH 0.15')
016 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD          4.8500      1,159.15                                     0.000          0
    (FOR LESS THAN 15,000 SQYD ADD)
017 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD          0.6000        143.40                                     0.000          0
    (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM
    ADD)
018 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF            3.5000    145,250.00                                     0.000          0
019 INSTALL VAULT (TYPE 1)                   EA        1,024.8000     19,471.20                                     0.000          0
020 INSTALL VAULT (TYPE 2)                   EA        1,065.6000      6,393.60                                     0.000          0
021 INSTALL VAULT (FOR BOULDERS - ROCK ADD)  EA          332.0000      6,308.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  2
DATE 05/31/24                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-4J0514
TIME 08:53 AM                                                                                                       ESTIMATE NO. 001
BID OPENING 10/27/23                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/24
R.E. NAME:  NATHAN ALEXANDER                                                                         DATE OF THIS ESTIMATE  05/31/24
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
022 INSTALL FIBER OPTIC CABLE 288 STRANDS    LF            2.1500     94,600.00                                     0.000          0
    (TYPE 1)
023 INSTALL SPLICE ENCLOSURE (TYPE 1)        EA          739.8000      2,219.40                                     0.000          0
024 SPLICE FIBER OPTIC CABLE 288 STRANDS     EA        3,090.0000      9,270.00                                     0.000          0
    (TYPE 1)
025 INSTALL OBJECT MARKER (TYPE K-2(CA))     EA           28.0600        701.50                                     0.000          0
026 INSTALL FLEXIBLE POST DELINEATOR         EA           56.1400      5,108.74                                     0.000          0
    NON-REFLECTIVE CLASS 1
027 SUBSISTENCE (CABLE SPLICER)              DAY         157.5000      1,260.00                                     0.000          0
028 SUBSISTENCE (COMMUNICATION & SYSTEM      DAY         210.0000      8,400.00                                     0.000          0
    INSTALLER)
029 SUBSISTENCE (OPERATING ENGINEER)         DAY          80.0000     21,600.00         2.000       160.00          2.000        160
030 SUBSISTENCE (LABORER)                    DAY          70.0000     14,700.00        31.000     2,170.00         31.000      2,170
031 TRAVEL TIME (LABORER)                    HR           70.7000     27,573.00        26.000     1,838.20         26.000      1,838
032 SUBSISTENCE (TRAFFIC CONTROL/LANE        DAY          40.0000     15,600.00                                     0.000          0
    CLOSURE: LABORER AND PARKING AND HIGHWAY
    IMPROVEMENT PAINTER: LABORER)
033 TRAVEL TIME (TRAFFIC CONTROL/LANE        HR           70.7100      8,485.20                                     0.000          0
    CLOSURE: LABORER AND PARKING AND HIGHWAY
    IMPROVEMENT PAINTER: LABORER)
034 PRELIMINARY LOCATION EXISTING SUBSURFACE EA          140.1600     33,638.40       145.000    20,323.20        145.000     20,323
    INFRASTRUCTURE
035 POSITIVE LOCATION EXISTING SUBSURFACE    EA          645.0000     70,950.00                                     0.000          0
    INFRASTRUCTURE
036 POSITIVE LOCATION EXISTING SUBSURFACE    EA          218.0000      5,232.00                                     0.000          0
    INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD)
037 POSITIVE LOCATION EXISTING SUBSURFACE    EA          262.0000      4,192.00                                     0.000          0
    INFRASTRUCTURE (FOR DEPTH 10' TO 15'
    ADD)
038 POSITIVE LOCATION EXISTING SUBSURFACE    EA          302.1000      2,416.80                                     0.000          0
    INFRASTRUCTURE (FOR DEPTH 15' TO 20'
    ADD)
039 LEVEL 2 CRITICAL PATH METHOD SCHEDULE    EA        2,580.0000      2,580.00                                     0.000          0
    (BASELINE)
040 LEVEL 2 CRITICAL PATH METHOD SCHEDULE    EA        1,185.0000      3,555.00                                     0.000          0
    (MONTHLY UPDATED SCHEDULE)
041 TIME-RELATED OVERHEAD FOR WORK ORDER     WDAY     20,000.6400  1,840,058.88        10.000   200,006.40         10.000    200,006
    VALUE FROM $5M TO $10M (<=100 WDAYS)
042 CONSTRUCTION AREA SIGNS (ONE POST)       EA          305.0600      3,660.72        12.000     3,660.72         12.000      3,660
043 CONSTRUCTION AREA SIGNS (TWO POST)       EA          599.9800      1,199.96                                     0.000          0
044 INSTALL CONDUIT AROUND OBSTRUCTION       LF           14.0000     22,400.00                                     0.000          0
    (SHALLOW UNDERGROUND OBSTRUCTION ADD)
045 INSTALL CONDUIT AROUND OBSTRUCTION       LF            2.8000      2,520.00                                     0.000          0
    (BELOW DRAINAGE CHANNELS, DITCHES OR
    CULVERT ADD)
PROGRAM CAS145                                                                                                               PAGE  3
DATE 05/31/24                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-4J0514
TIME 08:53 AM                                                                                                       ESTIMATE NO. 001
BID OPENING 10/27/23                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/24
R.E. NAME:  NATHAN ALEXANDER                                                                         DATE OF THIS ESTIMATE  05/31/24
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
046 INSTALL CONDUIT AROUND OBSTRUCTION       LF            1.0500        945.00                                     0.000          0
    (SURFACE OBSTRUCTION ADD)
047 INSTALL VAULT (FOR NIGHT TIME WORK 7:30  EA           24.4500        611.25                                     0.000          0
    PM TO 6:00 AM ADD)
048 INSTALL FIBER OPTIC CABLE (FOR NIGHT     LF            0.1500      6,600.00                                     0.000          0
    TIME WORK 7:30 PM TO 6:00 AM ADD)
049 INSTALL SPLICE ENCLOSURE (FOR NIGHT TIME EA          246.9900        740.97                                     0.000          0
    WORK 7:30 PM TO 6:00 AM ADD)
050 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA          620.0300      1,860.09                                     0.000          0
    WORK 7:30 PM TO 6:00 AM ADD)
051 METALLIC DISK MARKER                     EA           56.1600        842.40                                     0.000          0
052 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO    EA          245.0400        980.16                                     0.000          0
    AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND
    TILT TRAILER)
053 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO    EA          980.1600      3,920.64                                     0.000          0
    AXLE TRUCK)(FOR HAUL DISTANCE >150 MILES
    ADD)
054 MOVE-IN/MOVE-OUT EQUIPMENT (USING        EA          595.0000      1,785.00                                     0.000          0
    TRACTOR AND TRAILER)
055 MOVE-IN/MOVE-OUT EQUIPMENT (USING        EA        1,425.2000      4,275.60                                     0.000          0
    TRACTOR AND TRAILER)(FOR HAUL DISTANCE
    >150 MILES ADD)
056 MOVE-IN/MOVE-OUT (TEMPORARY EROSION      EA          714.9600      4,289.76                                     0.000          0
    CONTROL)(FOR DISTANCE>150 MILES ADD)
057 CLEARING AND GRUBBING (BRUSH)            ACRE      4,825.0400     38,600.32         0.500     2,412.52          0.500      2,412
058 CLEARING AND GRUBBING (TREES UP TO 6"    ACRE      8,419.6800     67,357.44                                     0.000          0
    DIAMETER)
059 CLEARING AND GRUBBING (LOADING, HAULING  CY           35.4300     21,612.30                                     0.000          0
    AND DISPOSAL)(CY)
060 STRUCTURE EXCAVATION (TYPE 1 CONDUIT)    CY           97.9800        489.90                                     0.000          0
061 STRUCTURE BACKFILL (TYPE 1 CONDUIT)      CY           70.9800        354.90                                     0.000          0
062 CHECK AND TEST EXISTING IRRIGATION       HR          200.0200        800.08         4.000       800.08          4.000        800
    FACILITIES (MINIMUM 4 HOURS PER DAY)
063 OPERATE EXISTING IRRIGATION FACILITIES   HR          199.9900        799.96                                     0.000          0
    (MINIMUM 4 HOURS PER DAY)
064 MOVE-IN/MOVE-OUT (EROSION CONTROL)(FOR   EA          714.9600        714.96                                     0.000          0
    DISTANCE >150 MILES ADD)
065 CONTRACTOR-SUPPLIED ARCHEOLOGIST (DAY)   DAY       1,350.0000    124,200.00        10.000    13,500.00         10.000     13,500
066 LINEAR CONSTRUCTION ACTIVITY             EA        3,000.0000      3,000.00         1.000     3,000.00          1.000      3,000
    NOTIFICATION
067 ROADWAY EXCAVATION (MINIMAL DISTURBANCE  CY            6.3000      3,087.00                                     0.000          0
    AERIALLY DEPOSITED LEAD ADD)
068 STRUCTURE EXCAVATION (MINIMAL            CY            6.9500         34.75                                     0.000          0
    DISTURBANCE AERIALLY DEPOSITED LEAD ADD)
069 INSTALL GROUND ROD IN PULL VAULT         EA           52.0000        260.00                                     0.000          0
070 INSTALL CONDUIT 36" DEPTH TRENCH METHOD  LF           35.0500    410,085.00                                     0.000          0
    (1-2" HDPE)(ROCK 2)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 05/31/24                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-4J0514
TIME 08:53 AM                                                                                                       ESTIMATE NO. 001
BID OPENING 10/27/23                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/24
R.E. NAME:  NATHAN ALEXANDER                                                                         DATE OF THIS ESTIMATE  05/31/24
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
071 INSTALL CONDUIT 36" DEPTH TRENCH METHOD  LF            1.0000     11,700.00                                     0.000          0
    (1-2" HDPE)(FOR LESS THAN 25,000 FEET
    ADD)
072 INSTALL CONDUIT 36" DEPTH TRENCH METHOD  LF            0.7000      8,190.00                                     0.000          0
    (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM
    TO 6:00 AM ADD)
073 INSTALL CONDUIT 36" DEPTH TRENCH METHOD  LF            8.4500     98,865.00                                     0.000          0
    (1-2" HDPE)(FOR MINIMAL DISTURBANCE
    AERIALLY DEPOSITED LEAD SOIL ADD)
074 INSTALL CONDUIT 42" DEPTH TRENCH METHOD  LF           13.1400     28,908.00                                     0.000          0
    (1-2" HDPE)(SOIL - COBBLES)
075 INSTALL CONDUIT 42" DEPTH TRENCH METHOD  LF            1.0000      2,200.00                                     0.000          0
    (1-2" HDPE)(FOR LESS THAN 25,000 FEET
    ADD)
076 INSTALL CONDUIT 42" DEPTH TRENCH METHOD  LF            0.7000      1,540.00                                     0.000          0
    (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM
    TO 6:00 AM ADD)
077 INSTALL CONDUIT 42" DEPTH TRENCH METHOD  LF            8.4500     18,590.00                                     0.000          0
    (1-2" HDPE)(FOR MINIMAL DISTURBANCE
    AERIALLY DEPOSITED LEAD SOIL ADD)
078 INSTALL CONDUIT HORIZONTAL DIRECTIONAL   LF           54.0800    373,152.00                                     0.000          0
    DRILLING METHOD (1-2" HDPE)(SOIL -
    COBBLES)
079 INSTALL CONDUIT HORIZONTAL DIRECTIONAL   LF          104.8900  2,181,712.00                                     0.000          0
    DRILLING METHOD (1-2" HDPE)(ROCK 2)
080 INSTALL CONDUIT HORIZONTAL DIRECTIONAL   LF            1.8500     51,245.00                                     0.000          0
    DRILLING METHOD (1-2" HDPE)(FOR NIGHT
    TIME WORK 7:30 PM TO 6:00 AM ADD)
081 CONDUIT ON STRUCTURE (1-2" TYPE          LF          106.6400     16,849.12                                     0.000          0
    1)(OVERHANG)
082 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR   LF            8.1000      1,279.80                                     0.000          0
    NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD)
083 CONDUIT EXPANSION FITTING (2" TYPE 1)    EA          336.7300        673.46                                     0.000          0
084 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA          533.1600      1,066.32                                     0.000          0
    TYPE 1)
085 MAGNESIUM GROUNDING ANODE                EA          149.7100      2,095.94                                     0.000          0
086 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA        6,000.0000     12,000.00                                     0.000          0
087 HOURLY OFF-SITE                          HR          200.0000      4,000.00                                     0.000          0
    DISPUTE-RESOLUTION-BOARD-RELATED TASKS
088 STATIONARY IMPACT ATTENUATOR VEHICLE     DAY         560.1000     43,687.80        10.000     5,601.00         10.000      5,601
089 STORM WATER SAMPLING AND ANALYSIS DAY    EA          220.0000      5,720.00                                     0.000          0
090 STORM WATER ANNUAL REPORT                EA        2,000.0000      2,000.00                                     0.000          0
091 MOVE-IN/MOVE-OUT (TEMPORARY EROSION      EA          340.1000      2,040.60                                     0.000          0
    CONTROL)
092 TEMPORARY HYDRAULIC MULCH                SQYD          3.1500     48,825.00                                     0.000          0
093 TEMPORARY CHECK DAM                      LF            4.6000      1,978.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  5
DATE 05/31/24                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-4J0514
TIME 08:53 AM                                                                                                       ESTIMATE NO. 001
BID OPENING 10/27/23                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/24
R.E. NAME:  NATHAN ALEXANDER                                                                         DATE OF THIS ESTIMATE  05/31/24
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
094 TEMPORARY DRAINAGE INLET PROTECTION      EA          154.9400      4,958.08                                     0.000          0
095 TEMPORARY CONSTRUCTION ENTRANCE          EA        4,104.3200     12,312.96                                     0.000          0
096 CONTRACTOR-SUPPLIED BIOLOGIST (DAY)      DAY         784.9900     72,219.08                                     0.000          0
097 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA          340.0000        340.00                                     0.000          0
098 BONDED FIBER MATRIX (SQFT)               SQFT          0.0900     12,420.00                                     0.000          0
099 TACK COAT                                TON         825.0000      1,650.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  6
DATE 05/31/24                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-4J0514
TIME 08:53 AM                                                                                                       ESTIMATE NO. 001
BID OPENING 10/27/23                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/24
R.E. NAME:  NATHAN ALEXANDER                                                                         DATE OF THIS ESTIMATE  05/31/24
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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                                              294,452.10                  294,452.10
         ADJUSTMENT OF COMPENSATION                                                                 0.00                        0.00
         EXTRA WORK                                                                                 0.00                        0.00
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               294,452.10                  294,452.10
100 MOBILIZATION                             LS      730,500.0000    730,500.00                                     0.000          0
         ORIGINAL CONTRACT AMOUNT                               7,312,165.08
    TOTAL WORK COMPLETED                                                                      294,452.10                  294,452.10
         MATERIALS ON HAND ON SITE                                                                                              0.00
         DEDUCTIONS                                                                                 0.00                        0.00
    TOTAL                                                                                     294,452.10                  294,452.10
             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
  03/11/24      92   05/06/24  05/06/24  09/13/24        11          3            0           0              4%            12%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  NATHAN ALEXANDER
                                                                                  RESIDENT ENGINEER