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 04/20/16                                                  EST. NO. 039
     TIME 11:29 AM
     R.E. NAME: PARDO, ROMMEL                                          04-2908V4
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     CCO REPORT       REPORT TYPE OF WORK(+) WORK  BR CONTR
     NO. NUMBER       AMOUNT PERFORMED   (-) DATE  WK RPT.NO C O M M E N T S
     ---------------------------------------------------------------------------
     009 0081       5,000.88 E.W. @ F.A.(+) 022315 Y 0952.2
         0082       5,001.79                101615 Y 1105.1
         0083       2,414.47                113015 Y 1109.1
         0084       1,739.94                111915 Y 1116.1
         0085       1,140.03                092915 Y 1129.1
         0086       4,344.73                021715 Y 1148.1
         0087       5,347.10                021815 Y 1149.1
         0088       4,978.99                092415 Y 1196.1
         0089      52,250.00                012016 Y 1200.1
         0090       4,359.11                062914 Y 1207.2
                   86,577.04  TOTAL THIS ESTIMATE
                6,805,886.92  TOTAL PREVIOUS ESTIMATE
                6,892,463.96  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 04/20/16                                                  EST. NO. 039
     TIME 11:29 AM
     R.E. NAME: PARDO, ROMMEL                                          04-2908V4
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     AGGREGATE SL-316              -811.25  018
     VEGETATION CONTROL          -5,280.00  025
     DELAY OPENING CLOSUR       -17,400.00  029
     LATE LANE CLOSURE          -15,000.00  031
     DELAY OPENING CLOSUR        17,400.00  032
     LATE LANE CLOSURE           12,000.00  032
                                                            0.00       -9,091.25
                              TOTAL DEDUCTIONS              0.00       -9,091.25
PROGRAM CAS145                                                                                                               PAGE  1
DATE 04/20/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-2908V4
TIME 11:29 AM                                                                                                       ESTIMATE NO. 039
BID OPENING 10/05/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/16
R.E. NAME:  PARDO, ROMMEL                                                                            DATE OF THIS ESTIMATE  04/20/16
        LOCATION                                        PROGRESS ESTIMATE
04-ALA-580-R7.8/R19.1                                   -----------------
                                OC JONES AND SONS, INC.                                   IN ALAMEDA COUNTY IN LIVERMORE,
                                1520 FOURTH STREET                                        DUBLIN AND PLEASANTON FROM 0.2 MILE
                                BERKELEY, CA 94710                                        EAST OF GREENVILLE ROAD OVERHEAD
                                                                                          TO 0.3 MILE WEST OF HACIENDA DRIVE
                                                                                          OVERCROSSING
FED. AID NO.    N O N E
                                                                                          WIDEN FREEWAY, BRIDGES AND HMA
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS        3,000.0000      3,000.00                                     1.000      3,000
002 TEMPORARY FENCE (TYPE CL-6)              LF            6.0000     47,400.00                                 7,600.090     45,600
003 TEMPORARY REINFORCED SILT FENCE          LF            3.5000     26,635.00                                 9,969.190     34,892
004 CONSTRUCTION SITE MANAGEMENT             LS       50,000.0000     50,000.00                                     1.000     50,000
005 PREPARE STORM WATER POLLUTION            LS        3,500.0000      3,500.00                                     1.000      3,500
    PREVENTION PLAN
006 TEMPORARY FIBER ROLL                     LF            4.2500      6,630.00                                 1,932.000      8,211
007 TEMPORARY SILT FENCE                     LF            2.7000     15,768.00                                 6,552.000     17,690
008 TEMPORARY CONSTRUCTION ENTRANCE          EA        2,600.0000     28,600.00                                     8.000     20,800
009 TEMPORARY COVER                          SQYD          2.7000     23,436.00                                11,470.660     30,970
010 MOVE-IN/MOVE-OUT                         EA          700.0000      5,600.00                                    11.000      7,700
    (TEMPORARY EROSION CONTROL)
011 TEMPORARY DRAINAGE INLET PROTECTION      EA          190.0000     51,300.00                                   272.000     51,680
012 TEMPORARY HYDRAULIC MULCH                SQYD          1.5000     13,650.00                                60,000.000     90,000
    (BONDED FIBER MATRIX)
013 STREET SWEEPING                          LS       50,000.0000     50,000.00                                     1.000     50,000
014 TEMPORARY CONCRETE WASHOUT (PORTABLE)    LS       20,000.0000     20,000.00                                     1.000     20,000
015 TEMPORARY CREEK DIVERSION SYSTEM         LS       50,000.0000     50,000.00                                     1.000     50,000
    (LOCATION A)
016 TEMPORARY CREEK DIVERSION SYSTEM         LS       50,000.0000     50,000.00                                     1.000     50,000
    (LOCATION B)
017 TEMPORARY CREEK DIVERSION SYSTEM         LS       50,000.0000     50,000.00                                     1.000     50,000
    (LOCATION C)
018 WATER QUALITY SAMPLING AND ANALYSIS DAY  EA          600.0000     18,000.00                                    12.000      7,200
019 WATER QUALITY MONITORING REPORT          EA          300.0000      9,300.00                                    12.000      3,600
020 RAIN EVENT ACTION PLAN                   EA          500.0000     38,500.00                                    48.000     24,000
021 STORM WATER ANNUAL REPORT                EA        2,000.0000      6,000.00                                     3.000      6,000
022 STORM WATER SAMPLING AND ANALYSIS DAY    EA          100.0000      5,800.00                                     9.000        900
PROGRAM CAS145                                                                                                               PAGE  2
DATE 04/20/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-2908V4
TIME 11:29 AM                                                                                                       ESTIMATE NO. 039
BID OPENING 10/05/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/16
R.E. NAME:  PARDO, ROMMEL                                                                            DATE OF THIS ESTIMATE  04/20/16
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
023 TIME-RELATED OVERHEAD (LS)               LS      350,000.0000    350,000.00                                     1.000    350,000
024 CONSTRUCTION AREA SIGNS                  LS       18,000.0000     18,000.00                                     1.000     18,000
025 TRAFFIC CONTROL SYSTEM                   LS      230,000.0000    230,000.00                                     1.000    230,000
026 TEMPORARY PAVEMENT MARKING (PAINT)       SQFT          3.0000      1,080.00                                   572.000      1,716
027 TEMPORARY TRAFFIC STRIPE (PAINT)         LF            0.3000     27,270.00                               186,478.000     55,943
028 CHANNELIZER (SURFACE MOUNTED)            EA           25.0000      4,000.00                                   508.000     12,700
029 TEMPORARY PAVEMENT MARKER                EA            3.0000     30,000.00                                12,666.000     37,998
030 TEMPORARY RAILING (TYPE K)               LF            6.8000    177,480.00                                23,200.000    157,760
031 TEMPORARY CRASH CUSHION MODULE           EA          160.0000     30,400.00                                   185.000     29,600
032 NOISE MONITORING                         LS        2,000.0000      2,000.00                                     0.000          0
033 REMOVE CHAIN LINK FENCE                  LF            2.5000     26,500.00                                10,747.560     26,868
034 REMOVE METAL BEAM GUARD RAILING          LF            5.0000     29,150.00                                 6,470.280     32,351
035 REMOVE FLARED END SECTION                EA          400.0000      3,200.00                                     9.000      3,600
036 REMOVE THERMOPLASTIC TRAFFIC STRIPE      LF            0.3000     26,130.00                                85,472.300     25,641
037 REMOVE THERMOPLASTIC PAVEMENT MARKING    SQFT          2.0000        940.00                                   621.000      1,242
038 REMOVE PAVEMENT MARKER                   EA            1.0000      9,860.00                                28,133.350     28,133
039 REMOVE ROADSIDE SIGN (WOOD POST)         EA          100.0000        500.00                                     7.000        700
040 REMOVE SIGN STRUCTURE (EA)               EA        4,500.0000     13,500.00                                     3.000     13,500
041 REMOVE OVERSIDE DRAIN                    EA          600.0000      3,000.00                                     1.000        600
042 REMOVE CULVERT (LF)                      LF           24.0000     31,920.00                                 2,578.000     61,872
043 REMOVE TEE                               EA          400.0000        400.00                                     3.000      1,200
044 REMOVE EDGE DRAIN                        LF            2.5000      2,250.00                                 1,590.000      3,975
045 REMOVE INLET                             EA          850.0000     12,750.00                                    19.000     16,150
046 REMOVE HEADWALL                          EA        5,000.0000     15,000.00                                     4.000     20,000
047 REMOVE WINGWALL                          EA        7,500.0000     15,000.00                                     3.000     22,500
048 REMOVE RETAINING WALL (LF)               LF           50.0000      7,000.00                                   140.000      7,000
049 REMOVE MASONRY WALL                      LF           50.0000      6,000.00                                   120.000      6,000
PROGRAM CAS145                                                                                                               PAGE  3
DATE 04/20/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-2908V4
TIME 11:29 AM                                                                                                       ESTIMATE NO. 039
BID OPENING 10/05/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/16
R.E. NAME:  PARDO, ROMMEL                                                                            DATE OF THIS ESTIMATE  04/20/16
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
050 REMOVE ROCK SLOPE PROTECTION             EA        1,000.0000      8,000.00                                    12.000     12,000
051 REMOVE SACKED CONCRETE SLOPE             EA        7,500.0000      7,500.00                                     1.000      7,500
    PROTECTION
052 RESET ROADSIDE SIGN (WOOD POST)          EA          250.0000        250.00                                     1.000        250
053 RELOCATE ROADSIDE SIGN (WOOD POST)       EA          150.0000      1,650.00                                     8.000      1,200
054 RELOCATE ROADSIDE SIGN                   EA          150.0000        750.00                                     5.000        750
    (STRAP AND SADDLE BRACKET METHOD)
055 RELOCATE SIGN STRUCTURE                  EA       10,000.0000     10,000.00                                     1.000     10,000
056 ADJUST INLET                             EA        1,800.0000    167,400.00        93.000   167,400.00         93.000    167,400
057 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD          2.5000     71,000.00                                28,625.000     71,562
058 REMOVE CONCRETE BARRIER                  LF           12.0000     15,960.00                                 1,330.000     15,960
059 CAP INLET                                EA        1,200.0000      6,000.00                                     6.000      7,200
060 BRIDGE REMOVAL (PORTION), LOCATION A     LS       30,000.0000     30,000.00                                     1.000     30,000
061 BRIDGE REMOVAL (PORTION), LOCATION B     LS       30,000.0000     30,000.00                                     1.000     30,000
062 CLEARING AND GRUBBING (LS)               LS       40,000.0000     40,000.00                                     1.000     40,000
063 DEVELOP WATER SUPPLY                     LS       20,000.0000     20,000.00                                     1.000     20,000
064 ROADWAY EXCAVATION                       CY           12.5000    477,500.00                                43,101.880    538,773
065 ROADWAY EXCAVATION (TYPE Y-2)            CY           12.0000     37,440.00                                 2,005.000     24,060
    (AERIALLY DEPOSITED LEAD)
066 LEAD COMPLIANCE PLAN                     LS        3,500.0000      3,500.00                                     1.000      3,500
067 ADL BURIAL LOCATION REPORT               LS        2,000.0000      2,000.00                                     0.000          0
068 STRUCTURE EXCAVATION (BRIDGE)            CY          200.0000     19,000.00                                    95.000     19,000
(F)
069 STRUCTURE EXCAVATION (TYPE D)            CY          225.0000     81,675.00                                   363.000     81,675
(F)
070 STRUCTURE EXCAVATION (CULVERT)           CY          150.0000     28,800.00                                   192.000     28,800
(F)
071 STRUCTURE EXCAVATION (RETAINING WALL)    CY           40.0000    739,240.00                                17,743.000    709,720
(F)
072 STRUCTURE EXCAVATION (SOIL NAIL WALL)    CY           25.0000     36,375.00                                 1,455.000     36,375
(F)
073 STRUCTURE EXCAVATION (GROUND ANCHOR      CY           13.0000     88,322.00                                 6,794.000     88,322
(F) WALL)
074 STRUCTURE BACKFILL (BRIDGE)              CY          175.0000     14,875.00                                    85.000     14,875
(F)
075 STRUCTURE BACKFILL (CULVERT)             CY          100.0000     19,200.00                                   192.000     19,200
(F)
076 STRUCTURE BACKFILL (RETAINING WALL)      CY           24.0000    360,072.00                                14,399.000    345,576
(F)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 04/20/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-2908V4
TIME 11:29 AM                                                                                                       ESTIMATE NO. 039
BID OPENING 10/05/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/16
R.E. NAME:  PARDO, ROMMEL                                                                            DATE OF THIS ESTIMATE  04/20/16
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
077 STRUCTURE BACKFILL (GROUND ANCHOR WALL)  CY           35.0000    143,745.00                                 4,107.000    143,745
(F)
078 STRUCTURE BACKFILL (SOIL NAIL WALL)      CY           30.0000      2,520.00                                    84.000      2,520
(F)
079 PERVIOUS BACKFILL MATERIAL (RETAINING    CY           55.0000     47,300.00                                   860.000     47,300
(F) WALL)
080 DITCH EXCAVATION                         CY           31.0000     52,700.00                                 4,095.610    126,963
081 SUBGRADE ENHANCEMENT GEOTEXTILE,         SQYD          2.0000     81,000.00                                23,044.000     46,088
    CLASS B1
082 IMPORTED BIOFILTRATION SOIL              CY           55.0000    135,300.00                                 2,599.600    142,978
083 EROSION CONTROL (COMPOST BLANKET)        CY           70.0000     15,400.00        72.100     5,047.00         72.100      5,047
084 FIBER ROLLS                              LF            3.0000     16,110.00                                11,306.000     33,918
085 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA          500.0000      6,000.00                                    12.000      6,000
086 EROSION CONTROL (HYDROSEED) (SQFT)       SQFT          0.1400     30,380.00                               475,272.500     66,538
087 ROLLED EROSION CONTROL PRODUCT           SQFT          0.5500     38,555.00                                29,056.000     15,980
    (NETTING)
088 CLASS 4 AGGREGATE SUBBASE                CY           13.0000    353,600.00                                29,956.000    389,428
089 CLASS 2 AGGREGATE BASE (CY)              CY           95.0000      9,500.00                                   100.000      9,500
090 CLASS 3 AGGREGATE BASE (CY)              CY          130.0000      7,800.00                                    62.980      8,187
091 LEAN CONCRETE BASE                       CY          100.0000  1,120,000.00                                 9,967.030    996,703
092 ASPHALT TREATED PERMEABLE BASE           CY          200.0000     18,000.00                                     0.000          0
093 HOT MIX ASPHALT                          TON          74.0000  1,258,000.00                                19,551.740  1,446,828
094 HOT MIX ASPHALT (OPEN GRADED)            TON          94.0000  3,910,400.00                                42,831.660  4,026,176
095 MINOR HOT MIX ASPHALT                    TON         150.0000      2,400.00                                    16.000      2,400
096 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)  TON          98.0000    505,680.00                                 5,160.000    505,680
097 HOT MIX ASPHALT (CROSS SLOPE CORRECTION) TON          90.0000     68,400.00                                   853.550     76,819
098 DATA CORE                                LS        5,000.0000      5,000.00                                     1.000      5,000
099 PLACE HOT MIX ASPHALT DIKE (TYPE C)      LF            4.0000      1,320.00                                   270.000      1,080
100 PLACE HOT MIX ASPHALT DIKE (TYPE E)      LF            4.0000      1,680.00                                 1,702.000      6,808
101 PLACE HOT MIX ASPHALT DIKE (TYPE F)      LF            4.0000      1,080.00                                   242.000        968
102 PLACE HOT MIX ASPHALT                    SQYD          4.0000        152.00                                    38.000        152
    (MISCELLANEOUS AREA)
103 TACK COAT                                TON         650.0000    221,000.00                                   313.660    203,879
PROGRAM CAS145                                                                                                               PAGE  5
DATE 04/20/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-2908V4
TIME 11:29 AM                                                                                                       ESTIMATE NO. 039
BID OPENING 10/05/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/16
R.E. NAME:  PARDO, ROMMEL                                                                            DATE OF THIS ESTIMATE  04/20/16
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
104 VERTICAL GROUND ANCHOR                   EA        2,400.0000    235,200.00                                    98.000    235,200
105 GROUND ANCHOR (SUBHORIZONTAL)            EA        2,600.0000     85,800.00                                    33.000     85,800
106 SOIL NAIL                                LF           18.0000    333,738.00                                18,541.000    333,738
107 FURNISH STEEL PILING (HP 12 X 53)        LF           30.0000     46,560.00                                 1,552.000     46,560
108 DRIVE STEEL PILE (HP 12 X 53)            EA        2,500.0000    160,000.00                                    64.000    160,000
109 16" CAST-IN-DRILLED-HOLE CONCRETE        LF           62.0000    263,872.00                                 4,256.000    263,872
(F) PILING (SOUND WALL)
110 STRUCTURAL CONCRETE, BRIDGE FOOTING      CY          400.0000     24,800.00                                    62.000     24,800
(F)
111 STRUCTURAL CONCRETE, BRIDGE              CY          900.0000    663,300.00                                   737.000    663,300
(F)
112 STRUCTURAL CONCRETE, RETAINING WALL      CY          450.0000  3,962,700.00                                 8,689.000  3,910,050
(F)
113 STRUCTURAL CONCRETE, APPROACH SLAB       CY          850.0000     39,100.00                                    46.000     39,100
(F) (TYPE N MODIFIED)
114 STRUCTURAL CONCRETE, BOX CULVERT         CY          575.0000    135,125.00                                   235.000    135,125
(F)
115 STRUCTURAL CONCRETE, WINGWALL            CY          900.0000     43,200.00                                    48.000     43,200
(F)
116 MINOR CONCRETE (MINOR STRUCTURE)         CY        1,000.0000    340,000.00                                   337.500    337,500
(F)
117 MINOR CONCRETE (BACKFILL)                CY          170.0000     95,200.00                                   767.600    130,492
118 FRACTURED RIB TEXTURE                    SQFT          3.5000    216,265.00                                61,790.000    216,265
(F)
119 DRILL AND BOND DOWEL                     LF           35.0000      4,480.00                                    58.000      2,030
120 SOUND WALL (MASONRY BLOCK)               SQFT         17.0000    326,774.00                                19,222.000    326,774
(F)
121 JOINT SEAL (MR 1/2")                     LF           35.0000      2,520.00                                    72.000      2,520
(F)
122 JOINT SEAL (MR 1")                       LF           30.0000      2,010.00                                    67.000      2,010
123 BAR REINFORCING STEEL (BRIDGE)           LB            1.0000    276,498.00                               276,498.000    276,498
(F)
124 BAR REINFORCING STEEL (RETAINING WALL)   LB            1.2000  1,087,465.20                               896,190.000  1,075,428
(F)
125 BAR REINFORCING STEEL (BOX CULVERT)      LB            1.0000     50,502.00                                50,502.000     50,502
(F)
126 BAR REINFORCING STEEL (WINGWALL)         LB            2.0000     14,740.00                                 7,370.000     14,740
(F)
127 SHOTCRETE                                CY          375.0000    170,250.00                                   454.000    170,250
128 FURNISH SIGN STRUCTURE (TRUSS)           LB            3.3000    333,993.00                               101,210.000    333,993
(F)
129 INSTALL SIGN STRUCTURE (TRUSS)           LB            0.2000     20,242.00                               101,210.000     20,242
(F)
130 FURNISH FORMED PANEL SIGN (OVERHEAD)     SQFT         13.0000     18,980.00                                 1,460.000     18,980
PROGRAM CAS145                                                                                                               PAGE  6
DATE 04/20/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-2908V4
TIME 11:29 AM                                                                                                       ESTIMATE NO. 039
BID OPENING 10/05/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/16
R.E. NAME:  PARDO, ROMMEL                                                                            DATE OF THIS ESTIMATE  04/20/16
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
131 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         15.0000        510.00                                    34.000        510
    (0.080"-UNFRAMED)
132 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         16.0000        704.00                                    44.000        704
    (0.063"-FRAMED)
133 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         15.0000      2,700.00                                   180.000      2,700
    (0.080"-FRAMED)
134 60" CAST-IN-DRILLED-HOLE CONCRETE PILE   LF          840.0000     58,800.00                                    70.000     58,800
    (SIGN FOUNDATION)
135 METAL (RAIL MOUNTED SIGN)                LB           15.0000      9,150.00                                   610.000      9,150
136 ROADSIDE SIGN - TWO POST                 EA          500.0000      1,500.00                                     3.000      1,500
137 INSTALL ROADSIDE SIGN PANEL ON           EA          100.0000        200.00                                     2.000        200
    EXISTING POST
138 FIELD LEAKAGE TESTING                    LF            8.0000     31,520.00                                     0.000          0
139 18" ALTERNATIVE PIPE CULVERT             LF           34.0000    111,180.00                                 3,269.000    111,146
140 24" ALTERNATIVE PIPE CULVERT             LF           33.0000     49,500.00                                 1,140.000     37,620
141 36" ALTERNATIVE PIPE CULVERT             LF          400.0000        800.00                                     2.000        800
142 30" REINFORCED CONCRETE PIPE             LF          105.0000     69,300.00                                 1,065.000    111,825
143 36" REINFORCED CONCRETE PIPE             LF           81.0000    187,920.00                                 2,362.000    191,322
144 48" REINFORCED CONCRETE PIPE             LF          170.0000    156,400.00                                   912.000    155,040
145 60" REINFORCED CONCRETE PIPE             LF          145.0000    220,400.00                                 1,513.000    219,385
146 18" CORRUGATED STEEL PIPE (.064" THICK)  LF          100.0000      4,600.00                                    57.000      5,700
147 24" CORRUGATED STEEL PIPE (.064" THICK)  LF          103.0000      8,961.00                                    84.000      8,652
148 36" CORRUGATED STEEL PIPE (.064" THICK)  LF          850.0000      1,700.00                                     0.000          0
149 12" SLOTTED CORRUGATED STEEL PIPE        LF          275.0000      9,625.00                                     0.000          0
    (.079" THICK)
150 18" SLOTTED CORRUGATED STEEL PIPE        LF          110.0000    272,800.00                                 2,471.000    271,810
    (.079" THICK)
151 8" PLASTIC PIPE UNDERDRAIN               LF            6.0000      1,680.00                                   111.100        666
152 6" PERFORATED PLASTIC PIPE UNDERDRAIN    LF           15.0000     18,750.00                                 1,250.000     18,750
153 8" PERFORATED PLASTIC PIPE UNDERDRAIN    LF            6.2500     11,500.00                                 1,680.700     10,504
154 6" PLASTIC PIPE UNDERDRAIN               LF            4.0000        600.00                                   127.100        508
155 3" PLASTIC PIPE (EDGE DRAIN)             LF           14.0000     12,600.00                                     0.000          0
156 3" PLASTIC PIPE (EDGE DRAIN OUTLET)      LF          170.0000      3,230.00                                     0.000          0
157 PERMEABLE MATERIAL (STORM WATER)         CY           72.0000     45,360.00                                   625.000     45,000
PROGRAM CAS145                                                                                                               PAGE  7
DATE 04/20/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-2908V4
TIME 11:29 AM                                                                                                       ESTIMATE NO. 039
BID OPENING 10/05/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/16
R.E. NAME:  PARDO, ROMMEL                                                                            DATE OF THIS ESTIMATE  04/20/16
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
158 CLASS 3 PERMEABLE MATERIAL               CY           57.0000     10,260.00                                   173.600      9,895
159 WATER QUALITY WEIR                       EA        3,500.0000     35,000.00                                    10.000     35,000
160 36" CORRUGATED STEEL PIPE RISER          LF          950.0000     12,350.00                                     0.000          0
    (.109" THICK)
161 12" WELDED STEEL PIPE (.105" THICK)      LF          170.0000     10,370.00                                     0.000          0
162 18" ALTERNATIVE FLARED END SECTION       EA          900.0000      9,900.00                                    11.000      9,900
163 24" ALTERNATIVE FLARED END SECTION       EA        1,200.0000      2,400.00                                     2.000      2,400
164 30" ALTERNATIVE FLARED END SECTION       EA        1,700.0000      1,700.00                                     1.000      1,700
165 ROCK SLOPE PROTECTION                    CY          160.0000     48,000.00                                   177.470     28,395
    (1/4 T, METHOD B) (CY)
166 ROCK SLOPE PROTECTION                    CY          185.0000     40,700.00                                   240.500     44,492
    (LIGHT, METHOD B) (CY)
167 SLOPE PAVING (CONCRETE)                  CY          750.0000     50,250.00                                     0.000          0
(F)
168 ROCK SLOPE PROTECTION FABRIC (CLASS 8)   SQYD          7.0000      3,010.00                                   494.700      3,462
169 MINOR CONCRETE (GUTTER) (LF)             LF           28.0000     49,644.00                                 1,773.000     49,644
(F)
170 MINOR CONCRETE (MISCELLANEOUS            CY        1,000.0000      1,000.00                                     1.000      1,000
    CONSTRUCTION)
171 MINOR CONCRETE (TEXTURED PAVING)         SQFT          6.8000     34,884.00                                 2,987.250     20,313
172 MISCELLANEOUS IRON AND STEEL             LB            1.0000     42,756.00                                38,912.000     38,912
(F)
173 BRIDGE DECK DRAINAGE SYSTEM              LB            7.0000     18,312.00                                 2,616.000     18,312
(F)
174 CHAIN LINK FENCE (TYPE CL-4)             LF           20.0000        940.00                                    47.000        940
175 CHAIN LINK FENCE (TYPE CL-6)             LF            9.0000     56,160.00     1,142.000    10,278.00      8,105.540     72,949
176 6' CHAIN LINK GATE (TYPE CL-6)           EA        1,200.0000     12,000.00                                    10.000     12,000
177 DELINEATOR (CLASS 1)                     EA           45.0000        990.00                                    22.000        990
178 GUARD RAILING DELINEATOR                 EA           40.0000      3,000.00                                    75.000      3,000
179 CONCRETE BARRIER MARKER                  EA           35.0000        595.00                                    17.000        595
180 OBJECT MARKER (TYPE L-1)                 EA           45.0000        315.00                                     7.000        315
181 METAL BEAM GUARD RAILING (WOOD POST)     LF           16.0000     90,240.00                                 5,618.750     89,900
182 VEGETATION CONTROL (MINOR CONCRETE)      SQYD         70.0000     92,400.00                                 1,360.160     95,211
183 CHAIN LINK RAILING                       LF           44.0000     62,568.00                                 1,422.000     62,568
(F)
184 CHAIN LINK RAILING (MOD)                 LF           50.0000      5,450.00                                   109.000      5,450
(F)
PROGRAM CAS145                                                                                                               PAGE  8
DATE 04/20/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-2908V4
TIME 11:29 AM                                                                                                       ESTIMATE NO. 039
BID OPENING 10/05/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/16
R.E. NAME:  PARDO, ROMMEL                                                                            DATE OF THIS ESTIMATE  04/20/16
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
185 TRANSITION RAILING (TYPE WB)             EA        2,800.0000     16,800.00                                     5.000     14,000
186 END ANCHOR ASSEMBLY (TYPE SFT)           EA          700.0000      1,400.00                                     2.000      1,400
187 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        1,800.0000     12,600.00                                     7.000     12,600
188 CONCRETE BARRIER (TYPE 60)               LF           40.0000      7,200.00                                   100.000      4,000
189 CONCRETE BARRIER (TYPE 60D)              LF           39.0000     99,957.00                                 2,451.000     95,589
(F)
190 CONCRETE BARRIER (TYPE 732)              LF          100.0000     34,400.00                                   348.670     34,867
191 CONCRETE BARRIER (TYPE 732A)             LF           60.0000    426,660.00                                 7,111.000    426,660
192 CONCRETE BARRIER (TYPE 732B)             LF          200.0000     38,000.00                                   190.000     38,000
193 CONCRETE BARRIER (TYPE 736A) MODIFIED    LF           85.0000     26,010.00                                   306.000     26,010
(F)
194 CONCRETE BARRIER (TYPE 736SV)            LF          130.0000    182,000.00                                 1,400.000    182,000
(F)
195 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.4000     50,800.00                                     0.000          0
196 8" THERMOPLASTIC TRAFFIC STRIPE          LF            0.7000     11,270.00                                     0.000          0
197 8" THERMOPLASTIC TRAFFIC STRIPE          LF            0.5000      9,650.00                                     0.000          0
    (BROKEN 12-3)
198 THERMOPLASTIC PAVEMENT MARKING           SQFT          3.0000      8,670.00                                     0.000          0
199 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.7500      2,160.00                                     0.000          0
    (BROKEN 17-7)
200 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.2000     49,200.00                                     0.000          0
    (BROKEN 34-14)
201 PAVEMENT MARKER (NON-REFLECTIVE)         EA            2.0000     41,000.00                                     0.000          0
202 PAVEMENT MARKER (RETROREFLECTIVE)        EA            3.0000     25,800.00                                     0.000          0
203 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS        3,000.0000      3,000.00                                     1.000      3,000
    SYSTEM ELEMENTS DURING CONSTRUCTION
204 LIGHTING (TEMPORARY)                     LS       35,000.0000     35,000.00                                     1.000     35,000
205 LIGHTING AND SIGN ILLUMINATION           LS      125,000.0000    125,000.00                                     1.000    125,000
206 COMMUNICATION CONDUIT (FIBER OPTIC)      LS      400,000.0000    400,000.00                                     1.000    400,000
207 RELOCATE WIRELESS VEHICLE DETECTOR       LS       60,000.0000     60,000.00                                     1.000     60,000
    SYSTEM
208 WIRELESS VEHICLE DETECTOR SYSTEM         LS       15,000.0000     15,000.00                                     1.000     15,000
    (TEMPORARY)
209 TRAFFIC MONITORING STATION (TEMPORARY)   LS       40,000.0000     40,000.00                                     1.000     40,000
210 TRAFFIC OPERATIONS SYSTEM                LS      425,000.0000    425,000.00                                     1.000    425,000
211 GENERAL PACKET RADIO SYSTEM WIRELESS     EA        3,000.0000      3,000.00                                     1.000      3,000
    MODEM ASSEMBLY
PROGRAM CAS145                                                                                                               PAGE  9
DATE 04/20/16                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-2908V4
TIME 11:29 AM                                                                                                       ESTIMATE NO. 039
BID OPENING 10/05/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/16
R.E. NAME:  PARDO, ROMMEL                                                                            DATE OF THIS ESTIMATE  04/20/16
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              182,725.00               25,160,918.73
         ADJUSTMENT OF COMPENSATION                                                                 0.00                 -430,234.08
         EXTRA WORK                                                                            86,577.04                7,322,698.04
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               269,302.04               32,053,382.69
212 MOBILIZATION                             LS    2,480,000.0000  2,480,000.00                                     1.000  2,480,000
         ORIGINAL CONTRACT AMOUNT                              27,586,055.20
    TOTAL WORK COMPLETED                                                                      269,302.04               34,533,382.69
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                   -9,091.25
    TOTAL                                                                                     269,302.04               34,524,291.44
             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
  12/20/12     340   04/02/13  04/02/13  11/12/15       582         70          242           0             99%           100%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  PARDO, ROMMEL
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 04/20/16