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 08/21/18                                                  EST. NO. 019
     TIME 09:21 AM
     R.E. NAME: BORRELLI, ANDREW                                       05-0G0404
     ---------------------------------------------------------------------------
     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 0009         585.56 E.W. @ F.A.(+) 040417 N 0053.0
         0043         364.20                052217 N 0033.0
         0076         424.80                060517 N 0177.0
         0174         146.21                052517 N 0372.0
         0175          87.03                061217 N 0373.0
         0177       1,064.42                062617 N 0074.0
         0239         542.72                121317 N 0445.0
         0243         185.01                112717 N 0379.0
         0250         775.32                121317 N 0434.0
         0270         439.34                122717 N 0453.0
         0272         342.83                122917 N 0455.0
         0273         307.23                122917 N 0456.0
         0279         180.78                011618 N 0481.0
         0282         241.04                011718 N 0486.0
         0284         410.17                020218 N 0491.0
         0289       1,626.28                010818 N 0535.0
         0306         209.14                022318 N 0554.0
         0313          77.67                020618 N 0498.0
         0316         205.39                020718 N 0501.0
         0317         293.74                020818 N 0505.0
         0407         205.39                070917 N 0663.0
         0408         205.39                071017 N 0664.0
         0409         205.39                071217 N 0665.0
         0410         205.39                071317 N 0666.0
         0411         205.39                071417 N 0667.0
         0412          65.27                071517 N 0668.0
         0481         140.12                071517 N 0781.0
         0482         205.39                071617 N 0782.0
         0483         205.39                071717 N 0783.0
         0484         205.39                071817 N 0784.0
         0485         146.21                072017 N 0785.0
         0489         106.00                051018 N 0778.0
         0492       1,131.44                051118 N 0786.0
         0492-1    -1,131.44                051118 N 0786.0 DAO CORRECTING ENTRY
         0493          53.00                051118 N 0787.0
         0502       1,405.42                082917 N 0798.0
         0511          75.06                071517 N 0807.0
         0513         236.20                071617 N 0809.0
         0514         236.20                071717 N 0810.0
         0515         236.20                071817 N 0811.0
         0516         236.20                071917 N 0812.0
         0517         168.15                072017 N 0813.0
         0531         526.83                052418 N 0615.0
         0533         447.63                050218 N 0756.0
         0535         142.76                052118 N 0797.0
         0536         210.03                052618 N 0822.0
         0537         210.03                052718 N 0823.0
         0538         210.03                052818 N 0824.0
         0540         500.39                052918 N 0826.0
         0541         210.03                052918 N 0827.0
         0542         210.03                053018 N 0837.0
     PROGRAM CAS145   S C H E D U L E   O F   E X T R A   W O R K    PAGE NO.  2
     DATE 08/21/18                                                  EST. NO. 019
     TIME 09:21 AM
     R.E. NAME: BORRELLI, ANDREW                                       05-0G0404
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
         0543         488.91                053118 N 0839.0
         0564         161.14                071517 N 808.10
     006 0002-1      -300.00 E.W. @ F.A.(+) 072817 N 0307.1 DAO CORRECTING ENTRY
         0002-2       300.00                072817 Y 0307.1 DAO CORRECTING ENTRY
         0003-1      -300.00                082517 N 0308.1 DAO CORRECTING ENTRY
         0003-2       300.00                082517 N 0308.1 DAO CORRECTING ENTRY
         0003-3      -300.00                082517 N 0308.1 DAO CORRECTING ENTRY
         0003-4       300.00                082517 Y 0308.1 DAO CORRECTING ENTRY
         0004-1    -3,813.61                092017 N 0309.1 DAO CORRECTING ENTRY
         0004-2     3,813.61                092017 Y 0309.1 DAO CORRECTING ENTRY
         0005-1      -300.00                112117 N 0437.0 DAO CORRECTING ENTRY
         0005-2       300.00                112117 Y 0437.0 DAO CORRECTING ENTRY
         0006         300.00                012918 Y 0529.0
         0007       3,540.46                032618 Y 0832.0
         0008         300.00                043018 Y 0843.0
     019 0006       1,015.88 E.W. @ F.A.(+) 062317 N 0089.0
         0007       1,415.15                060617 N 0022.0
         0009       1,640.60                062117 N 0083.1
         0010         846.53                062217 N 0088.1
         0012       2,687.03                071917 N 0197.1
         0013         623.62                032018 N 0603.0
     042 0002       5,561.89 E.W. @ F.A.(+) 040418 N 0729.0
         0003         150.22                041018 N 0871.0
     044 0015       7,457.26 E.W. @ F.A.(+) 041218 N 0723.1
         0016       5,505.38                041118 N 0724.1
         0017       3,285.13                041318 N 0725.1
         0018      16,128.01                041018 N 0732.1
         0019       9,823.04                041218 N 0734.1
         0020      21,876.47                041118 N 0735.1
         0021       3,192.59                041018 N 0741.1
         0024         541.77                041718 N 0761.1
         0025      25,740.85                041218 N 0733.0
         0025-1   -25,740.85                041218 N 0733.0 DAO CORRECTING ENTRY
         0025-2    25,404.30                041218 N 0733.0 DAO CORRECTING ENTRY
         0026         363.76                041818 N 0743.0
         0027         978.49                041018 N 0879.0
         0028       1,344.15                041218 N 0880.0
         0029       1,224.41                041118 N 0881.0
     050 0001       2,066.96 E.W. @ F.A.(+) 050918 N 0776.1
         0002       3,201.54                051018 N 0779.1
         0003       1,131.44                051118 N 786.10
                  138,179.92  TOTAL THIS ESTIMATE
                  337,337.79  TOTAL PREVIOUS ESTIMATE
                  475,517.71  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 08/21/18                                                  EST. NO. 019
     TIME 09:21 AM
     R.E. NAME: BORRELLI, ANDREW                                       05-0G0404
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     BI 116:PILE REJECT          -4,000.00  006
     RESECTED HMA:072117         -4,272.77  007
     54-1-3/NONCOMP CLZAB        -3,000.00  013
                                                            0.00      -11,272.77
     LABOR COMPLIANCE VIOLATION
     MISS PAYROLLS               -6,000.00  006
     MISS PAYROLLS              -10,000.00  007
     MISS PAYROLLS               -6,000.00  008
     MISS PAYROLLS               -6,000.00  009
     MISS PAYROLLS              -10,000.00  010
     MISS PAYROLLS               -6,000.00  011
     MISS PAYROLLS              -10,000.00  012
     MISS PAYROLLS              -10,000.00  016
     RECD PAYROLLS #08/10        16,000.00  018
     MISS PAYROLLS              -10,000.00  019
                                                      -10,000.00      -58,000.00
                              TOTAL DEDUCTIONS        -10,000.00      -69,272.77
PROGRAM CAS145                                                                                                               PAGE  1
DATE 08/21/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0404
TIME 09:21 AM                                                                                                       ESTIMATE NO. 019
BID OPENING 10/04/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/18
R.E. NAME:  BORRELLI, ANDREW                                                                         DATE OF THIS ESTIMATE  08/21/18
        LOCATION                                        PROGRESS ESTIMATE
05-SLO-101-63.2/R69.3                                   -----------------
05-MON-101-R0.0/R1.9            SECURITY PAVING COMPANY, INC.                             IN SAN LOUIS OBISPO COUNTY AND
                                13170 TELFAIR AVE                                         MONTEREY COUNTY
                                SYLMAR  CA 91342                                          NEAR PASO ROBLES FROM 0.5 MILES SO
                                                                                          SAN MARCOS CREEK BRIDGE TO 0.2
                                                                                          MILE SO BRADLEY ROAD OC.
FED. AID NO. ACNH-PQ10-1(306)E
                                                                                          HIGHWAY REHAB NORTH PASO ROBLES
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
001 LEAD COMPLIANCE PLAN                     LS       15,000.0000     15,000.00                                     1.000     15,000
002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS       20,000.0000     20,000.00                                     0.500     10,000
003 TIME-RELATED OVERHEAD (WDAY)             WDAY      3,000.0000  1,560,000.00        21.000    63,000.00        343.000  1,029,000
004 CONSTRUCTION AREA SIGNS                  LS       55,000.0000     55,000.00         0.020     1,100.00          0.827     45,485
005 TRAFFIC CONTROL SYSTEM                   LS      415,000.0000    415,000.00         0.038    15,770.00          0.653    270,995
006 TYPE III BARRICADE                       EA           90.0000      4,050.00                                    37.000      3,330
007 TEMPORARY PAVEMENT MARKING (PAINT)       SQFT          2.6000      7,982.00        42.000       109.20      2,090.000      5,434
008 TEMPORARY TRAFFIC STRIPE (PAINT)         LF            0.3200     68,480.00    25,672.000     8,215.04    155,059.000     49,618
009 CHANNELIZER (SURFACE MOUNTED)            EA           42.0000     54,600.00       173.000     7,266.00        815.000     34,230
010 PORTABLE CHANGEABLE MESSAGE SIGN (LS)    LS       58,000.0000     58,000.00         0.038     2,204.00          0.653     37,874
011 TEMPORARY RAILING (TYPE K)               LF            8.7000    640,320.00     4,640.000    40,368.00     32,520.000    282,924
012 TEMPORARY CRASH CUSHION MODULE           EA          160.0000     38,400.00        28.000     4,480.00        224.000     35,840
013 TEMPORARY ALTERNATIVE CRASH CUSHION      EA       43,000.0000    860,000.00                                     4.000    172,000
    SYSTEM
014 JOB SITE MANAGEMENT                      LS      144,000.0000    144,000.00         0.038     5,472.00          0.653     94,032
015 PREPARE STORM WATER POLLUTION PREVENTION LS       14,000.0000     14,000.00         0.015       210.00          0.761     10,654
     PLAN
016 RAIN EVENT ACTION PLAN                   EA          500.0000     29,000.00                                     8.000      4,000
017 STORM WATER SAMPLING AND ANALYSIS DAY    EA          265.0000      5,300.00                                     2.000        530
018 STORM WATER ANNUAL REPORT                EA        2,000.0000      4,000.00                                     2.000      4,000
019 MOVE-IN/MOVE-OUT                         EA          415.0000      3,320.00                                     4.000      1,660
    (TEMPORARY EROSION CONTROL)
020 TEMPORARY HYDRAULIC MULCH                SQYD          0.7500    262,500.00                               103,989.000     77,991
    (BONDED FIBER MATRIX)
021 TEMPORARY CHECK DAM                      LF            3.5000      4,200.00                                 1,048.500      3,669
022 TEMPORARY DRAINAGE INLET PROTECTION      EA          155.0000     17,050.00         3.000       465.00         62.000      9,610
PROGRAM CAS145                                                                                                               PAGE  2
DATE 08/21/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0404
TIME 09:21 AM                                                                                                       ESTIMATE NO. 019
BID OPENING 10/04/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/18
R.E. NAME:  BORRELLI, ANDREW                                                                         DATE OF THIS ESTIMATE  08/21/18
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
023 TEMPORARY FIBER ROLL                     LF            3.3000    132,000.00                                24,949.500     82,333
024 TEMPORARY LARGE SEDIMENT BARRIER         LF           13.5000    135,000.00                                   561.500      7,580
025 TEMPORARY CONSTRUCTION ENTRANCE          EA        4,000.0000     24,000.00                                     3.000     12,000
026 STREET SWEEPING                          LS      205,000.0000    205,000.00         0.038     7,790.00          0.653    133,865
027 TEMPORARY CONCRETE WASHOUT               LS       29,000.0000     29,000.00         0.038     1,102.00          0.653     18,937
028 ASBESTOS COMPLIANCE PLAN                 LS       39,000.0000     39,000.00                                     1.000     39,000
029 TEMPORARY FENCE (TYPE ESA)               LF            3.1000     15,066.00                                 3,176.000      9,845
030 REMOVE YELLOW THERMOPLASTIC TRAFFIC      LF            0.4200      5,418.00                                 8,942.000      3,755
    STRIPE (HAZARDOUS WASTE)
031 TREATED WOOD WASTE                       LB            0.3400     34,680.00                                     0.000          0
032 BIRD EXCLUSION DEVICES                   LS       78,000.0000     78,000.00                                     0.670     52,260
033 ABANDON CULVERT (EA)                     EA          950.0000      4,750.00                                     1.000        950
034 DRILL AND PRESSURE GROUT BAR REINFORCING LF           97.0000     16,878.00                                   156.380     15,168
035 REMOVE FENCE                             LF            6.0000      8,220.00                                 1,319.000      7,914
036 REMOVE GUARDRAIL                         LF            6.0000    105,600.00     1,067.000     6,402.00     13,971.500     83,829
037 REMOVE FLARED END SECTION                EA          300.0000        600.00                                     1.000        300
038 REMOVE PAINTED TRAFFIC STRIPE            LF            0.3100     66,340.00                                 8,363.000      2,592
039 REMOVE PAINTED PAVEMENT MARKING          SQFT          1.5000      4,605.00                                   504.000        756
040 REMOVE THERMOPLASTIC TRAFFIC STRIPE      LF            0.2600     16,822.00    -1,378.000      -358.28     20,345.000      5,289
041 REMOVE THERMOPLASTIC PAVEMENT MARKING    SQFT          1.6000      4,800.00                                   257.000        411
042 REMOVE PAVEMENT MARKER                   EA            1.0500      3,234.00       -98.000      -102.90      5,082.000      5,336
043 REMOVE ROADSIDE SIGN                     EA          103.0000     16,480.00                                    27.000      2,781
044 REMOVE ROADSIDE SIGN                     EA          103.0000        206.00                                     0.000          0
    (STRAP AND SADDLE BRACKET METHOD)
045 REMOVE ASPHALT CONCRETE DIKE             LF            0.6000     40,860.00       846.000       507.60     21,843.000     13,105
046 REMOVE OVERSIDE DRAIN                    EA        1,537.0000     78,387.00                                     5.000      7,685
047 REMOVE CULVERT (LF)                      LF           32.0000     50,240.00       261.100     8,355.20        879.100     28,131
048 REMOVE DOWNDRAIN (EA)                    EA        1,650.0000     42,900.00         2.000     3,300.00          9.000     14,850
049 REMOVE REINFORCED CONCRETE BOX CULVERT   CY          435.0000      4,350.00                                     0.000          0
    (CY)
PROGRAM CAS145                                                                                                               PAGE  3
DATE 08/21/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0404
TIME 09:21 AM                                                                                                       ESTIMATE NO. 019
BID OPENING 10/04/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/18
R.E. NAME:  BORRELLI, ANDREW                                                                         DATE OF THIS ESTIMATE  08/21/18
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
050 REMOVE INLET                             EA        1,650.0000     57,750.00         4.000     6,600.00         12.000     19,800
051 REMOVE HEADWALL                          EA        1,275.0000     15,300.00         1.000     1,275.00          6.000      7,650
052 REMOVE JUNCTION BOX                      EA        3,100.0000      3,100.00                                     1.000      3,100
053 REMOVE CONCRETE PAVEMENT AND BASE        CY            7.0000    238,000.00     3,149.000    22,043.00     19,747.000    138,229
054 REMOVE CONCRETE PAVEMENT (CY)            CY            7.0000      9,800.00                                   571.000      3,997
055 RECONSTRUCT FENCE                        LF           10.0000      4,500.00                                   225.000      2,250
056 ADJUST INLET                             EA        1,750.0000     89,250.00                                     1.000      1,750
057 ADJUST MANHOLE TO GRADE                  EA        1,270.0000      2,540.00                                     0.000          0
058 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD          2.5000     55,500.00                                12,805.000     32,012
059 REMOVE CONCRETE (CHANNEL)                CY           94.0000      1,504.00        19.000     1,786.00         34.800      3,271
060 PREPARE CONCRETE BRIDGE DECK SURFACE     SQFT          1.1000     47,842.30                                     0.000          0
061 FURNISH POLYESTER CONCRETE OVERLAY       CF           77.0000    278,201.00                                     0.000          0
062 PLACE POLYESTER CONCRETE OVERLAY         SQFT          2.0000     86,986.00                                     0.000          0
(F)
063 REMOVE CONCRETE (MISCELLANEOUS) (CY)     CY           65.0000      4,550.00                                     0.000          0
064 CAP INLET                                EA        2,100.0000      2,100.00                                     0.000          0
065 SAND BACKFILL                            CY          186.0000     37,200.00                                     0.500         93
066 BRIDGE REMOVAL, LOCATION A               LS      100,000.0000    100,000.00                                     1.000    100,000
067 BRIDGE REMOVAL, LOCATION B               LS       65,000.0000     65,000.00                                     0.000          0
068 BRIDGE REMOVAL (PORTION), LOCATION A     LS       35,000.0000     35,000.00                                     1.000     35,000
069 BRIDGE REMOVAL (PORTION), LOCATION B     LS       60,000.0000     60,000.00                                     1.000     60,000
070 BRIDGE REMOVAL (PORTION), LOCATION C     LS       40,000.0000     40,000.00         0.500    20,000.00          0.500     20,000
071 BRIDGE REMOVAL (PORTION), LOCATION D     LS       40,000.0000     40,000.00         0.500    20,000.00          0.500     20,000
072 BRIDGE REMOVAL (PORTION), LOCATION E     LS       86,000.0000     86,000.00         0.500    43,000.00          0.500     43,000
073 CLEARING AND GRUBBING (LS)               LS       50,000.0000     50,000.00         0.038     1,900.00          0.653     32,650
074 DEVELOP WATER SUPPLY                     LS      100,000.0000    100,000.00         0.038     3,800.00          0.653     65,300
075 DUST SUPPRESSANT                         SQYD          2.1000      4,914.00                                   833.000      1,749
076 ROADWAY EXCAVATION                       CY           20.0000  3,320,000.00     2,063.000    41,260.00     73,250.000  1,465,000
PROGRAM CAS145                                                                                                               PAGE  4
DATE 08/21/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0404
TIME 09:21 AM                                                                                                       ESTIMATE NO. 019
BID OPENING 10/04/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/18
R.E. NAME:  BORRELLI, ANDREW                                                                         DATE OF THIS ESTIMATE  08/21/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
077 STRUCTURE EXCAVATION (BRIDGE)            CY           37.0000     95,682.00        90.000     3,330.00      2,007.000     74,259
(F)
078 STRUCTURE EXCAVATION (TYPE D)            CY           87.0000      2,349.00                                    13.000      1,131
(F)
079 STRUCTURE EXCAVATION (RETAINING WALL)    CY           22.0000      5,940.00                                     0.000          0
080 STRUCTURE EXCAVATION (SOIL NAIL WALL)    CY           31.0000     19,375.00                                     0.000          0
(F)
081 STRUCTURE BACKFILL (BRIDGE)              CY          117.0000    165,321.00                                   527.700     61,740
(F)
082 STRUCTURE BACKFILL (RETAINING WALL)      CY           83.0000     27,390.00                                     0.000          0
083 STRUCTURE BACKFILL (SOIL NAIL WALL)      CY           41.0000      2,337.00                                     0.000          0
(F)
084 DITCH EXCAVATION                         CY           27.0000     46,440.00                                     0.000          0
085 IMPORTED BORROW (CY)                     CY            1.0000     62,000.00                                     0.000          0
086 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA          700.0000      4,200.00                                     0.000          0
087 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT          0.7000    223,300.00                                     0.000          0
088 HYDROMULCH                               SQFT          0.1200      4,776.00                                     0.000          0
089 COMPOST SOCK                             LF            8.3000     81,340.00                                     0.000          0
090 HYDROSEED                                SQFT          0.0700    207,900.00                                     0.000          0
091 COMPOST (CY)                             CY           62.0000  1,351,600.00                                     0.000          0
092 HYDRAULIC GROWTH MEDIUM                  SQFT          0.2000      7,960.00                                     0.000          0
093 INCORPORATE MATERIALS                    SQFT          0.0100     12,200.00                                     0.000          0
094 CLASS 1 AGGREGATE SUBBASE                CY           23.0000  1,683,600.00     4,110.000    94,530.00     32,426.000    745,798
095 CLASS 2 AGGREGATE BASE (CY)              CY           48.0000  2,712,000.00        53.000     2,544.00     24,170.600  1,160,188
096 LEAN CONCRETE BASE                       CY          155.0000  2,464,500.00                                 4,128.120    639,858
097 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
098 ASPHALT-RUBBER BINDER                    TON         360.0000    172,800.00                                   120.750     43,470
099 PRECOATED SCREENINGS                     TON         255.0000    943,500.00                                   989.340    252,281
100 HOT MIX ASPHALT (TYPE A)                 TON          72.0000  9,432,000.00                                40,474.750  2,914,182
101 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)  TON          98.0000  5,390,000.00                                12,653.960  1,240,088
102 SHOULDER RUMBLE STRIP                    STA          37.0000     55,500.00                                     0.000          0
    (HMA,GROUND-IN INDENTATIONS)
103 DATA CORE                                LS       12,000.0000     12,000.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  5
DATE 08/21/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0404
TIME 09:21 AM                                                                                                       ESTIMATE NO. 019
BID OPENING 10/04/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/18
R.E. NAME:  BORRELLI, ANDREW                                                                         DATE OF THIS ESTIMATE  08/21/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
104 PLACE HOT MIX ASPHALT DIKE (TYPE A)      LF            1.3000     39,260.00                                     0.000          0
105 PLACE HOT MIX ASPHALT DIKE (TYPE C)      LF            1.3000      2,106.00                                     0.000          0
106 PLACE HOT MIX ASPHALT DIKE (TYPE E)      LF            1.3000     73,320.00                                     0.000          0
107 PLACE HOT MIX ASPHALT                    SQYD         24.0000    196,800.00                                 1,868.440     44,842
    (MISCELLANEOUS AREA)
108 TACK COAT                                TON         410.0000    168,100.00                                    60.430     24,776
109 JOINTED PLAIN CONCRETE PAVEMENT          CY          295.0000    539,850.00                                     0.000          0
110 SHOULDER RUMBLE STRIP                    STA         161.0000      3,381.00                                     0.000          0
    (CONCRETE PAVEMENT, GROUND-IN
    INDENTATIONS)
111 INDIVIDUAL SLAB REPLACEMENT (RSC)        CY          632.0000     94,800.00                                   171.000    108,072
112 CRACK AND SEAT                           SQYD          0.7000     81,200.00                                21,534.000     15,073
113 SOIL NAIL                                LF           56.0000    222,936.00                                     0.000          0
114 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF          150.0000    357,750.00       196.740    29,511.00      1,586.240    237,936
115 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF          146.0000    572,174.00                                 2,783.000    406,318
116 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF        1,000.0000    256,000.00                                   128.000    128,000
117 STRUCTURAL CONCRETE, BRIDGE FOOTING      CY          325.0000    178,750.00                                   398.000    129,350
(F)
118 STRUCTURAL CONCRETE, BRIDGE              CY          920.0000  1,308,240.00                                   892.470    821,072
(F)
119 STRUCTURAL CONCRETE, BRIDGE              CY          965.0000  1,029,655.00       170.130   164,175.45        708.000    683,220
(F) (POLYMER FIBER)
120 STRUCTURAL CONCRETE, RETAINING WALL      CY          778.0000     73,132.00                                     0.000          0
121 STRUCTURAL CONCRETE, SOIL NAIL WALL      CY          870.0000    213,150.00                                     0.000          0
(F)
122 STRUCTURAL CONCRETE, APPROACH SLAB       CY          690.0000    226,320.00                                   110.000     75,900
(F) (TYPE N)
123 STRUCTURAL CONCRETE, APPROACH SLAB       CY          655.0000    474,220.00                                   307.000    201,085
    (TYPE R)
124 STRUCTURAL CONCRETE, BOX CULVERT         CY          900.0000     49,500.00                                     0.000          0
(F)
125 STRUCTURAL CONCRETE, JUNCTION STRUCTURE  CY        1,550.0000    178,250.00        24.330    37,711.50         44.340     68,727
(F)
126 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
127 TEMPORARY DRAINAGE INLET                 EA          540.0000      1,080.00                                     2.000      1,080
128 PAVING NOTCH EXTENSION                   CF           90.0000     38,700.00                                   116.000     10,440
129 ARCHITECTURAL TREATMENT                  SQFT         11.0000      6,567.00                                     0.000          0
(F)
PROGRAM CAS145                                                                                                               PAGE  6
DATE 08/21/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0404
TIME 09:21 AM                                                                                                       ESTIMATE NO. 019
BID OPENING 10/04/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/18
R.E. NAME:  BORRELLI, ANDREW                                                                         DATE OF THIS ESTIMATE  08/21/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
130 ARCHITECTURAL TREATMENT (MOTIF)          SQFT         22.0000     89,540.00                                     0.000          0
(F)
131 DRILL AND BOND DOWEL                     LF           27.0000     24,246.00                                   129.770      3,503
132 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA           31.0000     73,873.00                                 1,122.000     34,782
133 FURNISH PRECAST CONCRETE GIRDER          EA        9,300.0000     74,400.00                                     8.000     74,400
    (20'-30')
134 FURNISH PRECAST PRESTRESSED CONCRETE     EA       11,200.0000     89,600.00                                     2.000     22,400
    GIRDER (30'-40')
135 FURNISH PRECAST PRESTRESSED CONCRETE     EA       12,800.0000     25,600.00                                     2.000     25,600
    GIRDER (40'-50')
136 FURNISH PRECAST PRESTRESSED CONCRETE     EA       14,100.0000     84,600.00                                     6.000     84,600
    GIRDER (50'-60')
137 FURNISH PRECAST PRESTRESSED CONCRETE     EA       23,800.0000    285,600.00                                    12.000    285,600
    GIRDER (80'-90')
138 FURNISH PRECAST PRESTRESSED CONCRETE     EA       32,000.0000    192,000.00                                     6.000    192,000
    GIRDER (110'-120')
139 FURNISH PRECAST PRESTRESSED CONCRETE     EA       41,000.0000    820,000.00                                    10.000    410,000
    BULB-TEE GIRDER (100'-110')
140 ERECT PRECAST CONCRETE GIRDER            EA          600.0000      4,800.00                                     8.000      4,800
(F)
141 ERECT PRECAST PRESTRESSED CONCRETE       EA        1,220.0000     65,880.00                                    38.000     46,360
(F) GIRDER
142 JOINT SEAL (MR 1/2")                     LF           90.0000     60,930.00                                     0.000          0
143 JOINT SEAL (MR 1")                       LF          115.0000     34,845.00        96.000    11,040.00         96.000     11,040
144 BAR REINFORCING STEEL (BRIDGE)           LB            1.0000    898,820.00                               641,420.000    641,420
(F)
145 BAR REINFORCING STEEL (RETAINING WALL)   LB            1.0000     12,323.00                                     0.000          0
(F)
146 BAR REINFORCING STEEL (SOIL NAIL WALL)   LB            0.9000     36,675.00                                     0.000          0
(F)
147 BAR REINFORCING STEEL (BOX CULVERT)      LB            1.5000     12,048.00                                     0.000          0
(F)
148 HEADED BAR REINFORCEMENT                 EA            5.0000      1,610.00                                   241.000      1,205
(F)
149 SHOTCRETE                                CY          730.0000    105,120.00                                     0.000          0
150 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT         29.0000     57,130.00                                     0.000          0
151 FURNISH LAMINATED PANEL SIGN             SQFT         36.0000      9,720.00                                     0.000          0
    (2 1/2"-TYPE B)
152 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         13.0000      6,110.00                                     0.000          0
    (0.063"-UNFRAMED)
153 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         13.5000      9,720.00                                     0.000          0
    (0.080"-UNFRAMED)
154 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         18.0000        324.00                                     0.000          0
    (0.063"-FRAMED)
155 POST SLEEVE                              EA          708.0000     11,328.00                                     0.000          0
156 ROADSIDE SIGN - ONE POST                 EA          185.0000     17,205.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  7
DATE 08/21/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0404
TIME 09:21 AM                                                                                                       ESTIMATE NO. 019
BID OPENING 10/04/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/18
R.E. NAME:  BORRELLI, ANDREW                                                                         DATE OF THIS ESTIMATE  08/21/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
157 ROADSIDE SIGN - TWO POST                 EA          376.0000     15,040.00                                     0.000          0
158 INSTALL SIGN (STRAP AND SADDLE BRACKET   EA          155.0000        310.00                                     0.000          0
    METHOD)
159 INSTALL ROADSIDE SIGN                    EA        1,340.0000     26,800.00                                     0.000          0
    (LAMINATED WOOD BOX POST)
160 FURNISHED SINGLE SHEET ALUMINUM SIGN     SQFT         12.0000      5,040.00                                     0.000          0
    PANEL (0.063"-UNFRAMED) FOR
    RETROREFLECTIVE SHEETING (TYPE XI)
161 FURNISHED SINGLE SHEET ALUMINUM SIGN     SQFT         13.0000      7,280.00                                     0.000          0
    PANEL (0.080"-UNFRAMED) FOR
    RETROREFLECTIVE SHEETING (TYPE XI)
162 FURNISHED SINGLE SHEET ALUMINUM SIGN     SQFT         15.5000      2,790.00                                     0.000          0
    PANEL (0.063"-FRAMED) FOR
    RETROREFLECTIVE SHEETING (TYPE XI)
163 FURNISHED SINGLE SHEET ALUMINUM SIGN     SQFT         16.5000      5,115.00                                     0.000          0
    PANEL (0.080"-FRAMED) FOR
    RETROREFLECTIVE SHEETING (TYPE XI)
164 RETROREFLECTIVE SHEETING (TYPE XI)       SQFT          6.0000      8,520.00                                     0.000          0
165 CONCRETE STAINING                        SQYD          7.0000     22,820.00                                     0.000          0
166 PREPARE AND PAINT CONCRETE               SQFT         67.0000    237,247.00                                     0.000          0
167 18" ALTERNATIVE PIPE CULVERT             LF           60.0000     21,600.00        17.000     1,020.00        326.000     19,560
168 24" ALTERNATIVE PIPE CULVERT             LF           70.0000    418,600.00       478.000    33,460.00      3,713.500    259,945
169 30" ALTERNATIVE PIPE CULVERT             LF           86.0000     21,500.00                                   250.000     21,500
170 42" ALTERNATIVE PIPE CULVERT             LF          170.0000     22,100.00                                   124.000     21,080
171 CONCRETE BACKFILL (PIPE TRENCH)          CY          145.0000     27,695.00         9.120     1,322.40         94.630     13,721
(F)
172 18" TEMPORARY CULVERT                    LF          105.0000     50,400.00                                   499.000     52,395
173 24" TEMPORARY CULVERT                    LF          190.0000     13,680.00                                    72.000     13,680
174 18" REINFORCED CONCRETE PIPE             LF          145.0000      4,060.00         4.000       580.00          4.000        580
175 24" REINFORCED CONCRETE PIPE             LF          160.0000     11,840.00                                     0.000          0
176 30" REINFORCED CONCRETE PIPE             LF          125.0000     27,500.00       142.000    17,750.00        142.000     17,750
177 36" REINFORCED CONCRETE PIPE             LF          168.0000     16,464.00                                     4.000        672
178 72" REINFORCED CONCRETE PIPE             LF          460.0000     29,900.00                                     0.000          0
179 14" X 23" OVAL SHAPED REINFORCED         LF          250.0000      8,500.00                                     0.000          0
    CONCRETE PIPE
180 18" CORRUGATED STEEL PIPE (.064" THICK)  LF          300.0000      1,500.00                                     0.000          0
181 3" PLASTIC PIPE UNDERDRAIN               LF           10.0000     13,500.00                                    90.000        900
PROGRAM CAS145                                                                                                               PAGE  8
DATE 08/21/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0404
TIME 09:21 AM                                                                                                       ESTIMATE NO. 019
BID OPENING 10/04/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/18
R.E. NAME:  BORRELLI, ANDREW                                                                         DATE OF THIS ESTIMATE  08/21/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
182 3" PLASTIC PIPE (EDGE DRAIN)             LF           12.0000      6,360.00                                   530.000      6,360
183 3" PLASTIC PIPE (EDGE DRAIN OUTLET)      LF           15.0000      1,110.00                                    74.000      1,110
184 GEOCOMPOSITE DRAIN                       SQFT          3.0000      2,730.00                                     0.000          0
185 12" CORRUGATED STEEL PIPE DOWNDRAIN      LF           63.0000     42,210.00                                     0.000          0
    (.079" THICK)
186 12" ENTRANCE TAPER                       EA          400.0000     10,400.00                                     0.000          0
187 12" DOWNDRAIN SLIP JOINT                 EA          310.0000      6,820.00                                     0.000          0
188 12" ANCHOR ASSEMBLY                      EA          300.0000      6,600.00                                     0.000          0
189 DRAINAGE INLET MARKER                    EA          400.0000      4,400.00                                     0.000          0
190 12" CORRUGATED STEEL PIPE RISER          LF          340.0000      1,020.00                                     0.000          0
    (.079" THICK)
191 48" PRECAST CONCRETE PIPE MANHOLE        EA       13,500.0000     40,500.00                                     3.000     40,500
    (CASE 1)
192 60" PRECAST CONCRETE PIPE MANHOLE        EA       17,500.0000     17,500.00         1.000    17,500.00          1.000     17,500
    (CASE 3)
193 72" PRECAST CONCRETE PIPE MANHOLE        EA       20,000.0000     60,000.00                                     3.000     60,000
    (CASE 2)
194 12" STEEL FLARED END SECTION             EA          210.0000      4,620.00                                     0.000          0
195 18" ALTERNATIVE FLARED END SECTION       EA          260.0000        520.00                                     0.000          0
196 18" TEMPORARY FLARED END SECTION         EA          410.0000      1,230.00                                     3.000      1,230
197 24" ALTERNATIVE FLARED END SECTION       EA          510.0000      3,060.00                                     0.000          0
198 36" PRECAST CONCRETE PIPE INLET          LF        1,100.0000     14,300.00                                     0.000          0
199 INLET DEPRESSION                         EA          560.0000      9,520.00                                     0.000          0
200 CONCRETE (DITCH LINING)                  CY          470.0000    117,500.00                                     0.000          0
201 CONCRETE (CONCRETE APRON)                CY          760.0000     51,680.00                                     0.000          0
202 SLOPE PAVING (CONCRETE)                  CY        2,300.0000    340,400.00                                     0.000          0
203 ROCK SLOPE PROTECTION                    CY          160.0000     20,800.00                                     0.000          0
    (1/4 T, CLASS V, METHOD B) (CY)
204 ROCK SLOPE PROTECTION                    CY          160.0000     41,600.00                                     0.000          0
    (300 LB, CLASS IV, METHOD B) (CY)
205 ROCK SLOPE PROTECTION                    CY          160.0000      3,200.00                                     0.000          0
    (60 LB, CLASS II, METHOD B) (CY)
206 ROCK SLOPE PROTECTION FABRIC (CLASS 8)   SQYD          3.0000      3,000.00                                     0.000          0
207 DETECTABLE WARNING SURFACE               SQFT         36.0000      3,600.00                                     0.000          0
208 MINOR CONCRETE (MISCELLANEOUS            CY          520.0000    114,400.00                                    57.500     29,900
    CONSTRUCTION)
PROGRAM CAS145                                                                                                               PAGE  9
DATE 08/21/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0404
TIME 09:21 AM                                                                                                       ESTIMATE NO. 019
BID OPENING 10/04/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/18
R.E. NAME:  BORRELLI, ANDREW                                                                         DATE OF THIS ESTIMATE  08/21/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
209 MINOR CONCRETE (EXPOSED AGGREGATE        SQFT         12.2500    482,650.00                                     0.000          0
    CONCRETE)
210 MISCELLANEOUS IRON AND STEEL             LB            2.0000     66,980.00     2,856.000     5,712.00     11,163.000     22,326
(F)
211 TEMPORARY STEEL COVER                    LB            3.0000        510.00                                     0.000          0
212 MANHOLE FRAME AND COVER                  EA          850.0000      6,800.00         4.000     3,400.00          8.000      6,800
213 MANHOLE FRAME AND GRATE                  EA          850.0000      2,550.00                                     0.000          0
214 TEMPORARY STEEL FRAME AND GRATE          EA        1,540.0000      4,620.00                                     3.000      4,620
215 JACKED 48" WELDED STEEL PIPE             LF        1,000.0000    270,000.00                                   278.000    278,000
216 JACKED 72" WELDED STEEL PIPE             LF        1,900.0000    285,000.00                                     0.000          0
217 FENCE (TYPE WM AND BW)                   LF           12.0000     16,560.00                                     0.000          0
218 5' WIRE MESH GATE                        EA          870.0000        870.00                                     0.000          0
219 SURVEY MONUMENT (TYPE A)                 EA        1,875.0000     71,250.00                                     0.000          0
220 DELINEATOR (CLASS 1)                     EA           41.0000     11,070.00                                     0.000          0
221 MILEPOST MARKER                          EA           67.0000        871.00                                     0.000          0
222 GUARD RAILING DELINEATOR                 EA           26.0000      1,612.00                                     0.000          0
223 OBJECT MARKER                            EA           88.0000     14,960.00                                     0.000          0
224 MIDWEST GUARDRAIL SYSTEM (STEEL POST)    LF           26.0000    423,800.00                                 8,412.500    218,725
225 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF           38.0000    121,600.00        62.500     2,375.00      2,993.750    113,762
226 VEGETATION CONTROL (MINOR CONCRETE)      SQYD         54.0000    567,000.00                                     0.000          0
227 TUBULAR BICYCLE RAILING                  LF          140.0000     71,960.00                                     0.000          0
(F)
228 DOUBLE MIDWEST GUARDRAIL SYSTEM          LF           42.0000     27,300.00                                     0.000          0
    (STEEL POST)
229 CABLE RAILING                            LF           57.0000     54,207.00                                     0.000          0
(F)
230 TRANSITION RAILING (TYPE WB-31)          EA        4,600.0000    124,200.00                                     4.000     18,400
231 RAIL TENSIONING ASSEMBLY                 EA          610.0000      5,490.00                                     0.000          0
232 END ANCHOR ASSEMBLY (TYPE SFT)           EA          780.0000     12,480.00                                     1.000        780
233 ALTERNATIVE IN-LINE TERMINAL SYSTEM      EA        3,150.0000     50,400.00                                     7.000     22,050
234 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        2,650.0000     29,150.00                                     3.000      7,950
235 ALTERNATIVE CRASH CUSHION SYSTEM         EA       24,000.0000    288,000.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE 10
DATE 08/21/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0404
TIME 09:21 AM                                                                                                       ESTIMATE NO. 019
BID OPENING 10/04/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/18
R.E. NAME:  BORRELLI, ANDREW                                                                         DATE OF THIS ESTIMATE  08/21/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
236 CONCRETE BARRIER (TYPE 60SD)             LF          260.0000    226,200.00                                     0.000          0
237 CONCRETE BARRIER (TYPE 60)               LF          150.0000      7,500.00                                     0.000          0
238 CONCRETE BARRIER (TYPE 60D)              LF           54.0000     39,960.00                                     0.000          0
239 CONCRETE BARRIER (TYPE 736)              LF          110.0000    171,380.00                                   514.000     56,540
(F)
240 CONCRETE BARRIER (TYPE 736 MODIFIED)     LF          115.0000    328,670.00       288.000    33,120.00      1,258.000    144,670
(F)
241 CONCRETE BARRIER (TYPE 736B)             LF          170.0000     17,000.00                                     0.000          0
242 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
243 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
244 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
245 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
246 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
247 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
248 PAVEMENT MARKER (NON-REFLECTIVE)         EA            1.0500      7,476.00                                     0.000          0
249 PAVEMENT MARKER (RETROREFLECTIVE)        EA            2.1000     11,046.00                                    34.000         71
250 LIGHTING SYSTEM                          LS       20,000.0000     20,000.00                                     0.938     18,760
251 TRAFFIC MONITORING STATION SYSTEM        LS       20,000.0000     20,000.00                                     0.756     15,120
252 MODIFYING EXISTING ELECTRICAL SYSTEM     LS      230,000.0000    230,000.00                                     0.950    218,500
253 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
254 ROADSIDE CLEARING                        LS       26,000.0000     26,000.00                                     0.200      5,200
255 THERMOPLASTIC PAVEMENT MARKING           SQFT          3.6000     10,800.00                                     0.000          0
256 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.4300     93,310.00                                     0.000          0
257 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.2500         35.00                                     0.000          0
    (BROKEN 12-3)
258 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.2500     21,825.00                                     0.000          0
    (BROKEN 36-12)
259 6" THERMOPLASTIC TRAFFIC STRIPE          LF            0.8500      1,368.50                                     0.000          0
260 8" THERMOPLASTIC TRAFFIC STRIPE          LF            1.0500     13,230.00                                     0.000          0
261 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
262 STRUCTURAL CONCRETE, HEADWALL            CY        2,350.0000     15,745.00                                     0.000          0
(F)
PROGRAM CAS145                                                                                                               PAGE 11
DATE 08/21/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0404
TIME 09:21 AM                                                                                                       ESTIMATE NO. 019
BID OPENING 10/04/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/18
R.E. NAME:  BORRELLI, ANDREW                                                                         DATE OF THIS ESTIMATE  08/21/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
263 STRUCTURAL CONCRETE, DRAINAGE INLET      CY        1,460.0000    243,820.00        25.430    37,127.80         86.400    126,144
(F)
PROGRAM CAS145                                                                                                               PAGE 12
DATE 08/21/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0G0404
TIME 09:21 AM                                                                                                       ESTIMATE NO. 019
BID OPENING 10/04/16                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 08/20/18
R.E. NAME:  BORRELLI, ANDREW                                                                         DATE OF THIS ESTIMATE  08/21/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              833,528.01               18,584,811.79
         ADJUSTMENT OF COMPENSATION                                                                 0.00                    3,500.00
         EXTRA WORK                                                                           138,179.92                  472,017.71
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               971,707.93               19,060,329.50
264 MOBILIZATION                             LS    2,489,029.0000  2,489,029.00                                     0.950  2,364,577
         ORIGINAL CONTRACT AMOUNT                              53,908,138.80
    TOTAL WORK COMPLETED                                                                      971,707.93               21,424,907.05
         MATERIALS ON HAND ON SITE                                                             33,178.30                  501,638.30
         DEDUCTIONS                                                                           -10,000.00                  -69,272.77
    TOTAL                                                                                     994,886.23               21,857,272.58
             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
  12/09/16     520   02/06/17  02/06/17  05/20/19       343         43            5           0             39%            65%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                                         PENDG DAYS
                                                                                  BORRELLI, ANDREW
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 08/21/18