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 08/23/18                                                  EST. NO. 017
     TIME 11:30 AM
     R.E. NAME: FREMPONG, SAM                                          07-3X8704
     ---------------------------------------------------------------------------
     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 08/23/18                                                  EST. NO. 017
     TIME 11:30 AM
     R.E. NAME: FREMPONG, SAM                                          07-3X8704
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     EQUAL EMPLOYMENT OPPORTUNITY
     FORM 1391                  -90,000.00  006
     FORM 1391                   90,000.00  007
                                                            0.00            0.00
     LABOR COMPLIANCE VIOLATION
     CPR MAY '17                -10,000.00  003
     CPR JUNE'17                 -7,000.00  004
     CPR MAY'17                  10,000.00  004
     CPR JULY '17                -3,000.00  005
     CPR JUNE'17                  7,000.00  005
     CPR AUGUST '17             -10,000.00  006
     CPR AUGUST '17              10,000.00  007
     CPR JULY '17                 3,000.00  007
     CPR SEPTEMBER '17           -6,000.00  007
     CPR SEPTEMBER '17            6,000.00  008
     CPR NOVEMBER'17             -5,000.00  009
     CPR DECEMBER '17            -6,000.00  010
     CPR FEBRUARY '18            -4,000.00  012
     CPR DECEMBER '17             6,000.00  013
     CPR FEBRUARY '18             4,000.00  013
     CPR NOVEMBER '17             5,000.00  013
                                                            0.00            0.00
                              TOTAL DEDUCTIONS              0.00            0.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 08/23/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-3X8704
TIME 11:30 AM                                                                                                       ESTIMATE NO. 017
BID OPENING 11/30/16                      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:  FREMPONG, SAM                                                                            DATE OF THIS ESTIMATE  08/23/18
        LOCATION                                     RERUN PROGRESS ESTIMATE
07-LA-405-20.6/20.7                                  -----------------------
                                GRIFFITH COMPANY                                          IN LOS ANGELES, NORTH BOUND 405 TO
                                12200 BLOOMFIELD AVENUE                                   EAST & WEST 105 CONNECTOR
                                SANTA FE SPRINGS  CA 90670
FED. AID NO. ACNH-X037(198)E
                                                                                          REPAIR PCC SLAB *DIR
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
001 LEAD COMPLIANCE PLAN                     LS        3,500.0000      3,500.00                                     1.000      3,500
002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS       20,000.0000     20,000.00                                     0.120      2,400
003 TIME-RELATED OVERHEAD (WDAY)             WDAY        750.0000    296,250.00        22.000    16,500.00        353.000    264,750
004 CONSTRUCTION AREA SIGNS                  LS       15,000.0000     15,000.00                                     0.860     12,900
005 TRAFFIC CONTROL SYSTEM                   LS      170,000.0000    170,000.00         0.020     3,400.00          0.980    166,600
006 TEMPORARY PAVEMENT MARKING (PAINT)       SQFT          5.0000      1,900.00        84.000       420.00        342.000      1,710
007 TEMPORARY TRAFFIC STRIPE (PAINT)         LF            0.6300     17,325.00    17,024.000    10,725.12     27,500.000     17,325
008 PORTABLE CHANGEABLE MESSAGE SIGN (LS)    LS       37,000.0000     37,000.00                                     0.960     35,520
009 TEMPORARY RAILING (TYPE K)               LF           14.0000    105,280.00                                 8,860.000    124,040
010 TEMPORARY CRASH CUSHION MODULE           EA          190.0000      7,980.00                                    42.000      7,980
011 JOB SITE MANAGEMENT                      LS       25,000.0000     25,000.00                                     0.960     24,000
012 PREPARE STORM WATER POLLUTION PREVENTION LS        4,500.0000      4,500.00                                     0.800      3,600
     PLAN
013 STORM WATER ANNUAL REPORT                EA        2,000.0000      8,000.00                                     2.000      4,000
014 MOVE-IN/MOVE-OUT                         EA          550.0000      1,100.00                                     1.000        550
    (TEMPORARY EROSION CONTROL)
015 TEMPORARY COVER                          SQYD          4.6000      9,200.00                                     0.000          0
016 TEMPORARY DRAINAGE INLET PROTECTION      EA          300.0000     10,800.00                                    34.000     10,200
017 TEMPORARY FIBER ROLL                     LF            4.6000     29,440.00                                 7,255.000     33,373
018 TEMPORARY GRAVEL BAG BERM                LF           14.0000      5,600.00                                   250.000      3,500
019 TEMPORARY SILT FENCE                     LF            9.0000      9,000.00                                   500.000      4,500
020 TEMPORARY CONSTRUCTION ENTRANCE          EA        4,000.0000     20,000.00                                     5.000     20,000
021 STREET SWEEPING                          LS       30,000.0000     30,000.00         0.020       600.00          0.980     29,400
022 TEMPORARY CONCRETE WASHOUT               LS        5,000.0000      5,000.00         0.020       100.00          0.980      4,900
PROGRAM CAS145                                                                                                               PAGE  2
DATE 08/23/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-3X8704
TIME 11:30 AM                                                                                                       ESTIMATE NO. 017
BID OPENING 11/30/16                      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:  FREMPONG, SAM                                                                            DATE OF THIS ESTIMATE  08/23/18
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
023 REMOVE YELLOW THERMOPLASTIC TRAFFIC      LF            1.0000     12,300.00    10,513.000    10,513.00     12,300.000     12,300
    STRIPE (HAZARDOUS WASTE)
024 TREATED WOOD WASTE                       LB            0.1500     13,155.00                                41,760.000      6,264
025 ABANDON PIPELINE                         EA        4,500.0000      9,000.00                                     2.000      9,000
026 REMOVE CHAIN LINK FENCE                  LF            7.0000      2,800.00                                   400.000      2,800
027 REMOVE GUARDRAIL                         LF            7.0000     28,560.00                                 4,298.000     30,086
028 REMOVE IRRIGATION FACILITY               LS       10,000.0000     10,000.00                                     1.000     10,000
029 REMOVE THERMOPLASTIC TRAFFIC STRIPE      LF            1.0000      7,800.00     4,865.000     4,865.00      7,800.000      7,800
030 REMOVE PAVEMENT MARKER                   EA            2.0000      1,180.00       168.000       336.00        590.000      1,180
031 REMOVE ROADSIDE SIGN (WOOD POST)         EA          300.0000      1,200.00                                     4.000      1,200
032 REMOVE ROADSIDE SIGN                     EA          300.0000        900.00                                     3.000        900
    (STRAP AND SADDLE BRACKET METHOD)
033 REMOVE SIGN STRUCTURE (EA)               EA        7,500.0000     22,500.00                                     3.000     22,500
034 REMOVE PIPE (LF)                         LF           70.0000     75,600.00                                   753.500     52,745
035 REMOVE INLET                             EA        2,000.0000     62,000.00                                    31.000     62,000
036 REMOVE CONCRETE PAVEMENT (CY)            CY           41.0000    166,870.00                                 4,232.560    173,534
037 REMOVE ASPHALT CONCRETE SURFACING        SQFT          1.2500     10,487.50                                 8,390.000     10,487
038 SALVAGE REINFORCED CONCRETE PIPE (LF)    LF           62.0000     11,160.00                                     0.000          0
039 REMOVE CONCRETE (CY)                     CY          300.0000      3,600.00                                    11.600      3,480
040 REMOVE CONCRETE CURB (LF)                LF           20.0000        980.00                                    49.000        980
041 REMOVE CONCRETE BARRIER                  LF           34.0000    121,380.00                                 3,425.000    116,450
042 CAP INLET                                EA        1,600.0000      1,600.00                                     1.000      1,600
043 SAND BACKFILL                            CY          250.0000     11,000.00        30.700     7,675.00         37.100      9,275
044 REMOVE CRASH CUSHION                     EA        3,000.0000      3,000.00                                     1.000      3,000
045 BRIDGE REMOVAL (PORTION), LOCATION A     LS        9,000.0000      9,000.00                                     1.000      9,000
046 BRIDGE REMOVAL (PORTION), LOCATION B     LS        9,000.0000      9,000.00                                     1.000      9,000
047 CLEARING AND GRUBBING (LS)               LS      180,000.0000    180,000.00                                     1.000    180,000
048 ROADWAY EXCAVATION                       CY           18.0000    702,000.00       587.910    10,582.38     40,190.000    723,420
049 STRUCTURE EXCAVATION                     CY           11.0000     36,135.00                                 3,285.000     36,135
(F)
PROGRAM CAS145                                                                                                               PAGE  3
DATE 08/23/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-3X8704
TIME 11:30 AM                                                                                                       ESTIMATE NO. 017
BID OPENING 11/30/16                      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:  FREMPONG, SAM                                                                            DATE OF THIS ESTIMATE  08/23/18
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
050 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY          125.0000      9,875.00                                    79.000      9,875
(F)
051 STRUCTURE BACKFILL                       CY           29.0000     28,420.00                                   980.000     28,420
(F)
052 STRUCTURE BACKFILL (SOLDIER PILE WALL)   CY           67.0000      2,814.00                                    42.000      2,814
(F)
053 CONCRETE BACKFILL (SOLDIER PILE WALL)    CY          187.0000     12,529.00                                    67.000     12,529
(F)
054 LEAN CONCRETE BACKFILL                   CY          187.0000     23,375.00                                   125.000     23,375
(F)
055 IMPORTED BORROW (CY)                     CY            8.3000    240,700.00       430.020     3,569.17     30,528.000    253,382
056 FILTER FABRIC                            SQYD         33.0000     11,220.00       206.670     6,820.11        340.000     11,220
057 SUBGRADE ENHANCEMENT GEOTEXTILE,         SQYD          3.8000    143,260.00                                41,510.440    157,739
    CLASS B1 MODIFIED
058 SUBGRADE ENHANCEMENT GEOGRID             SQYD          6.0000     28,320.00                                 3,904.000     23,424
059 ROADSIDE CLEARING                        LS       14,000.0000     14,000.00                                     1.000     14,000
060 ROCK BLANKET                             SQFT         15.5000     87,110.00                                     0.000          0
061 SOIL AMENDMENT                           CY           38.0000        266.00         1.000        38.00          7.000        266
062 SLOW-RELEASE FERTILIZER                  LB            0.7000        252.00                                   360.000        252
063 PLANT (GROUP H)                          EA            5.3500      1,551.50       290.000     1,551.50        290.000      1,551
064 PLANT (GROUP I)                          EA            2.0000      2,200.00     1,100.000     2,200.00      1,100.000      2,200
065 PLANT (GROUP A)                          EA            8.5000      7,395.00                                   787.000      6,689
066 PLANT (GROUP U)                          EA          167.0000     36,740.00                                   194.000     32,398
067 MAINTAIN EXISTING PLANTED AREAS          LS       13,000.0000     13,000.00                                     0.850     11,050
068 PLANT ESTABLISHMENT WORK                 LS       15,000.0000     15,000.00                                     0.000          0
069 WOOD MULCH                               CY           45.0000     93,150.00     1,070.000    48,150.00      2,070.000     93,150
070 CHECK AND TEST EXISTING IRRIGATION       LS        6,000.0000      6,000.00                                     1.000      6,000
    FACILITIES
071 OPERATE EXISTING IRRIGATION FACILITIES   LS        3,200.0000      3,200.00                                     1.000      3,200
072 CONTROL AND NEUTRAL CONDUCTORS           LS       35,000.0000     35,000.00                                     0.960     33,600
073 3/4" REMOTE CONTROL VALVE                EA          425.0000      1,275.00                                     3.000      1,275
074 1" REMOTE CONTROL VALVE                  EA          460.0000      5,980.00                                    13.000      5,980
075 1 1/2" REMOTE CONTROL VALVE              EA          500.0000      7,500.00                                    13.000      6,500
076 16-18 STATION IRRIGATION CONTROLLER      EA       11,000.0000     66,000.00                                     0.000          0
    (WALL MOUNTED)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 08/23/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-3X8704
TIME 11:30 AM                                                                                                       ESTIMATE NO. 017
BID OPENING 11/30/16                      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:  FREMPONG, SAM                                                                            DATE OF THIS ESTIMATE  08/23/18
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
077 24-32 STATION IRRIGATION CONTROLLER      EA       11,000.0000     22,000.00                                     1.000     11,000
    (WALL MOUNTED)
078 IRRIGATION CONTROLLER ENCLOSURE          EA        3,600.0000     18,000.00                                     1.000      3,600
    CABINET
079 FLOW SENSOR                              EA          900.0000      2,700.00                                     1.000        900
080 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN)   EA           32.0000        352.00                                    11.000        352
081 RISER SPRINKLER ASSEMBLY                 EA           25.0000     31,750.00        33.000       825.00      1,194.000     29,850
082 FILTER ASSEMBLY UNIT                     EA        1,000.0000      5,000.00                                     5.000      5,000
083 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY  LF            3.0000     20,814.00                                 6,686.000     20,058
(F) LINE)
084 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY    LF            3.0000      6,684.00                                 2,228.000      6,684
(F) LINE)
085 1 1/4" PLASTIC PIPE (SCHEDULE 40)        LF            3.2500     16,071.25                                 4,813.000     15,642
(F) (SUPPLY LINE)
086 1 1/2" PLASTIC PIPE (SCHEDULE 40)        LF            3.4500      5,330.25                                 1,380.000      4,761
(F) (SUPPLY LINE)
087 2" PLASTIC PIPE (SCHEDULE 40)            LF            9.4000     10,951.00                                 1,165.000     10,951
(F) (SUPPLY LINE)
088 3" PLASTIC PIPE (SCHEDULE 40)            LF           10.0000     15,000.00                                 1,500.000     15,000
(F) (SUPPLY LINE)
089 BALL VALVE                               EA          425.0000      2,975.00                                     7.000      2,975
090 6" CORRUGATED HIGH DENSITY POLYETHYLENE  LF          100.0000      5,100.00                                    51.000      5,100
    PIPE CONDUIT
091 CLASS 3 AGGREGATE BASE (CY)              CY           58.0000    223,416.00                                 4,996.550    289,799
092 LEAN CONCRETE BASE                       CY          245.0000    362,600.00                                 1,480.000    362,600
093 LEAN CONCRETE BASE RAPID SETTING         CY          522.0000     19,836.00        38.000    19,836.00         38.000     19,836
094 CEMENT TREATED PERMEABLE BASE            CY          200.0000      7,400.00        27.670     5,534.00         37.000      7,400
095 CLASS D FILTER FABRIC                    SQYD         28.0000     11,480.00                                   410.090     11,482
096 JOINTED PLAIN CONCRETE PAVEMENT          CY          315.0000  1,326,150.00                                 4,210.850  1,326,417
097 JOINTED PLAIN CONCRETE PAVEMENT          CY          610.5000     48,229.50        79.000    48,229.50         79.000     48,229
    (RSC)
098 GROUND ANCHOR (SUBHORIZONTAL)            EA        3,410.0000     92,070.00                                    27.000     92,070
099 STEEL SOLDIER PILE (2 - HP 12 X 53)      LF          150.0000     80,250.00                                   535.000     80,250
100 42" DRILLED HOLE                         LF          111.0000     60,384.00                                   544.000     60,384
101 60" CAST-IN-DRILLED-HOLE CONCRETE        LF          850.0000     58,650.00                                    69.000     58,650
    PILE (SIGN FOUNDATION)
102 STRUCTURAL CONCRETE                      CY          711.0000    387,495.00                                   545.000    387,495
(F)
103 STRUCTURAL CONCRETE, BRIDGE              CY        6,500.0000     19,500.00                                     3.000     19,500
(F)
PROGRAM CAS145                                                                                                               PAGE  5
DATE 08/23/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-3X8704
TIME 11:30 AM                                                                                                       ESTIMATE NO. 017
BID OPENING 11/30/16                      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:  FREMPONG, SAM                                                                            DATE OF THIS ESTIMATE  08/23/18
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
104 STRUCTURAL CONCRETE, PILASTER            CY        7,400.0000    192,400.00                                    26.000    192,400
(F)
105 STRUCTURAL CONCRETE, COPING              CY        1,600.0000     38,400.00                                    24.000     38,400
(F)
106 STRUCTURAL CONCRETE, APPROACH SLAB       CY          650.0000    183,950.00                                   373.270    242,625
    (TYPE R)
107 MINOR CONCRETE (MINOR STRUCTURE)         CY        1,800.0000    187,200.00                                   104.000    187,200
(F)
108 CLEAN EXPANSION JOINT                    LF           64.0000     13,056.00                                   204.000     13,056
109 JOINT SEAL (MR 1 1/2")                   LF          115.0000      9,775.00                                    85.000      9,775
110 JOINT SEAL ASSEMBLY (MR 3")              LF        1,100.0000     41,800.00                                    38.000     41,800
111 JOINT SEAL ASSEMBLY (MR 4")              LF          900.0000     34,200.00                                    38.000     34,200
112 JOINT SEAL (MR 2")                       LF          125.0000      5,375.00                                    43.000      5,375
113 JOINT SEAL (TYPE AL)                     LF           26.4900      2,913.90       110.000     2,913.90        110.000      2,913
114 BAR REINFORCING STEEL                    LB            1.0000    130,584.00                               130,584.000    130,584
(F)
115 BAR REINFORCING STEEL (BRIDGE)           LB            1.0000        158.00                                   150.000        150
(F)
116 BAR REINFORCING STEEL (PILASTER)         LB            3.0000      9,696.00                                 3,232.000      9,696
(F)
117 BAR REINFORCING STEEL (COPING)           LB            3.0000     11,391.00                                 3,797.000     11,391
(F)
118 BAR REINFORCING STEEL (GALVANIZED)       LB            3.0000      1,170.00                                   390.000      1,170
(F)
119 FURNISH SIGN STRUCTURE (TRUSS)           LB            3.3000    162,030.00                                49,100.000    162,030
(F)
120 INSTALL SIGN STRUCTURE (TRUSS)           LB            0.3300     16,203.00                                49,100.000     16,203
(F)
121 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         10.0000         80.00                                     0.000          0
    (0.063"-UNFRAMED)
122 ROADSIDE SIGN - ONE POST                 EA          600.0000      2,400.00                                     0.000          0
123 INSTALL SIGN (STRAP AND SADDLE BRACKET   EA          400.0000      1,200.00                                     0.000          0
    METHOD)
124 FURNISH FORMED PANEL SIGN (OVERHEAD)FOR  SQFT         14.0000      6,020.00                                   430.000      6,020
    RETROREFLECTIVE SHEETING (TYPE XI)
125 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT          9.0000         45.00                                     0.000          0
    (0.063"-UNFRAMED)FOR RETROREFLECTIVE
    SHEETING (TYPE XI)
126 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT          9.0000         90.00                                     0.000          0
    (0.080"-UNFRAMED)FOR RETROREFLECTIVE
    SHEETING (TYPE XI)
127 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         14.0000      1,120.00                                     0.000          0
    (0.080"-FRAMED)FOR RETROREFLECTIVE
    SHEETING (TYPE XI)
128 RETROREFLECTIVE SHEETING (TYPE XI)       SQFT          4.0000      2,080.00                                   240.000        960
PROGRAM CAS145                                                                                                               PAGE  6
DATE 08/23/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-3X8704
TIME 11:30 AM                                                                                                       ESTIMATE NO. 017
BID OPENING 11/30/16                      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:  FREMPONG, SAM                                                                            DATE OF THIS ESTIMATE  08/23/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
129 TIMBER LAGGING                           MFBM      7,000.0000    112,000.00                                    16.000    112,000
(F)
130 CLEAN AND PAINT STEEL SOLDIER PILING     LS       15,000.0000     15,000.00                                     1.000     15,000
131 PREPARE AND STAIN CONCRETE               SQFT         75.0000      7,575.00                                   101.000      7,575
132 ANTI-GRAFFITI COATING                    SQFT          3.7000      8,920.70                                 2,411.000      8,920
(F)
133 24" ALTERNATIVE PIPE CULVERT             LF          150.0000    100,500.00                                   670.000    100,500
134 6" PLASTIC PIPE                          LF          250.0000      3,250.00                                    13.000      3,250
135 8" PLASTIC PIPE                          LF          250.0000      1,500.00                                     0.000          0
136 18" REINFORCED CONCRETE PIPE             LF          160.0000     27,200.00                                   170.000     27,200
137 24" REINFORCED CONCRETE PIPE             LF          200.0000    152,000.00                                   932.000    186,400
138 24" CORRUGATED STEEL PIPE (.109" THICK)  LF          180.0000      3,960.00                                    21.500      3,870
139 6" PERFORATED PLASTIC PIPE UNDERDRAIN    LF           44.0000     20,240.00                                   460.000     20,240
140 6" NON-PERFORATED PLASTIC PIPE           LF           54.0000      6,480.00                                   120.000      6,480
    UNDERDRAIN
141 4" PLASTIC PIPE (EDGE DRAIN)             LF           69.0000      5,934.00                                    86.000      5,934
142 CLASS 4 PERMEABLE MATERIAL               CY           93.0000     15,810.00                                   170.000     15,810
143 CLASS 5 PERMEABLE MATERIAL               CY           96.0000     15,360.00                                   160.000     15,360
144 36" PRECAST CONCRETE PIPE MANHOLE        LF          430.0000      5,160.00                                    11.750      5,052
145 ROCK SLOPE PROTECTION                    CY          210.0000      9,240.00                                     0.000          0
(F) (FACING, METHOD B) (CY)
146 CONCRETED-ROCK SLOPE PROTECTION          CY          425.0000      5,525.00                                     0.000          0
(F) (FACING, METHOD A) (CY)
147 GABION                                   CY          530.0000      9,010.00                                     0.000          0
(F)
148 ROCK SLOPE PROTECTION FABRIC (CLASS 8)   SQYD         30.0000      4,800.00                                     0.000          0
149 MINOR CONCRETE (GUTTER) (LF)             LF           76.0000     13,148.00                                   173.000     13,148
150 MINOR CONCRETE (GUTTER) (CY)             CY        1,400.0000     14,000.00                                    10.000     14,000
151 MINOR CONCRETE (CURB, GUTTER, SIDEWALK   CY          288.0000    112,320.00                                   390.000    112,320
    AND DRIVEWAY)
152 MINOR CONCRETE (STAMPED CONCRETE)        SQFT         10.0000     21,600.00                                 2,160.000     21,600
153 MISCELLANEOUS IRON AND STEEL             LB            1.5000     18,900.00                                12,600.000     18,900
(F)
154 MISCELLANEOUS METAL                      LB          250.0000     57,500.00                                   230.000     57,500
(F)
155 CHAIN LINK FENCE (TYPE CL-6)             LF           27.0000      9,450.00       305.000     8,235.00        305.000      8,235
PROGRAM CAS145                                                                                                               PAGE  7
DATE 08/23/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-3X8704
TIME 11:30 AM                                                                                                       ESTIMATE NO. 017
BID OPENING 11/30/16                      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:  FREMPONG, SAM                                                                            DATE OF THIS ESTIMATE  08/23/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
156 12' CHAIN LINK GATE (TYPE CL-6)          EA        1,600.0000      3,200.00         2.000     3,200.00          2.000      3,200
157 16' CHAIN LINK GATE (TYPE CL-6)          EA        1,700.0000      3,400.00         2.000     3,400.00          2.000      3,400
158 MIDWEST GUARDRAIL SYSTEM (WOOD POST)     LF           27.0000     45,360.00                                 1,689.000     45,603
159 CABLE RAILING                            LF           38.0000     24,054.00                                   633.000     24,054
(F)
160 TRANSITION RAILING (TYPE WB-31)          EA        3,700.0000      3,700.00                                     1.000      3,700
161 END CAP (TYPE A)                         EA          270.0000        270.00                                     1.000        270
162 END ANCHOR ASSEMBLY (TYPE SFT)           EA          725.0000        725.00                                     1.000        725
163 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        3,000.0000      3,000.00                                     1.000      3,000
164 CRASH CUSHION (SCI 100GM)                EA       45,000.0000     45,000.00                                     1.000     45,000
165 CONCRETE BARRIER (TYPE 60C)              LF          156.0000     14,352.00                                    92.000     14,352
166 CONCRETE BARRIER (TYPE 732 MODIFIED)     LF           85.0000     25,500.00                                   300.000     25,500
(F)
167 CONCRETE BARRIER (TYPE 732B)             LF          130.0000    700,700.00       604.030    78,523.90      5,246.000    681,980
168 4" THERMOPLASTIC TRAFFIC STRIPE          LF            1.0000     14,000.00                                     0.000          0
169 8" THERMOPLASTIC TRAFFIC STRIPE          LF            2.0000      2,980.00                                     0.000          0
170 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.5000      2,620.00                                     0.000          0
    (BROKEN 36-12)
171 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.5000        145.00                                     0.000          0
    (BROKEN 17-7)
172 PAVEMENT MARKER (NON-REFLECTIVE)         EA            3.0000      1,170.00                                     0.000          0
173 PAVEMENT MARKER (RETROREFLECTIVE)        EA            5.0000      4,200.00       592.000     2,960.00        632.000      3,160
174 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS        1,700.0000      1,700.00         0.020        34.00          0.980      1,666
    SYSTEM ELEMENTS DURING CONSTRUCTION
175 TEMPORARY LIGHTING SYSTEM                LS       28,000.0000     28,000.00                                     1.000     28,000
176 MODIFYING EXISTING ELECTRICAL SYSTEM     LS      150,000.0000    150,000.00         0.028     4,200.00          0.980    147,000
PROGRAM CAS145                                                                                                               PAGE  8
DATE 08/23/18                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-3X8704
TIME 11:30 AM                                                                                                       ESTIMATE NO. 017
BID OPENING 11/30/16                      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:  FREMPONG, SAM                                                                            DATE OF THIS ESTIMATE  08/23/18
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              305,936.58                8,822,619.05
         ADJUSTMENT OF COMPENSATION                                                                 0.00                  600,000.00
         EXTRA WORK                                                                                 0.00                  287,213.24
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               305,936.58                9,709,832.29
177 MOBILIZATION                             LS      850,000.0000    850,000.00                                     1.000    850,000
         ORIGINAL CONTRACT AMOUNT                               9,855,198.60
    TOTAL WORK COMPLETED                                                                      305,936.58               10,559,832.29
         MATERIALS ON HAND ON SITE                                                                                         10,730.53
         DEDUCTIONS                                                                                 0.00                        0.00
    TOTAL                                                                                     305,936.58               10,570,562.82
             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
  01/19/17     645   03/20/17  00/00/00  10/16/18       352          0            0           0             96%            55%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  FREMPONG, SAM
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 08/23/18