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 07/01/15                                                  EST. NO. 029
     TIME 03:28 PM
     R.E. NAME: MEHARENA, EPHREM                                       04-3A9224
     ---------------------------------------------------------------------------
     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 0072         279.32 E.W. @ F.A.(+) 120413 N 0810.0
         0073         553.69                010614 N 0811.0
         0074         553.69                010714 N 0812.0
         0075         685.73                010814 N 0813.0
         0076         545.31                022014 N 0814.0
         0077         139.66                060514 N 0817.0
         0080         279.32                041514 N 0815.0
         0081         301.98                041614 N 0816.0
     004 0011         323.50 E.W. @ F.A.(+) 052715 N 0877.0
     034 0001       7,950.62 E.W. @ F.A.(+) 112314 N 0555.0
         0002       2,293.23                121914 N 0633.0
         0003       1,996.67                122214 N 0634.0
         0004       7,754.22                122314 N 0635.0
         0005       1,831.50                112314 N 0686.0
         0006         726.96                123114 N 0688.0
         0007       1,382.95                122214 N 0690.0
     038 0007         712.74 E.W. @ F.A.(+) 071814 N 0409.0
         0008       1,000.05                081314 N 0410.0
         0009         170.05                012914 N 0411.0
         0010         342.87                032714 N 0412.0
         0011       1,158.15                033114 N 0413.0
         0012       1,145.74                040314 N 0414.0
         0013         226.69                081914 N 0445.0
         0014       1,087.41                090814 N 0505.0
         0015       1,576.59                090914 N 0547.0
         0016       1,364.47                091014 N 0548.0
         0017         216.75                092314 N 0649.0
         0018       1,369.19                020915 N 0769.0
         0019         436.99                021015 N 0770.0
     039 0001         250.16 E.W. @ F.A.(+) 020515 N 0771.0
         0002       4,052.26                022715 N 0772.0
         0003       4,083.51                021215 N 0775.0
     042 0001         341.80 E.W. @ F.A.(+) 100413 N 0421.0
         0002         297.34                102314 N 0550.0
         0003         396.45                101614 N 0659.0
         0004       1,585.77                101714 N 0660.0
         0005         991.09                102014 N 0661.0
         0006         495.55                102114 N 0662.0
         0007       1,076.15                103014 N 0663.0
         0008         942.71                103114 N 0664.0
                   52,918.83  TOTAL THIS ESTIMATE
                1,806,145.35  TOTAL PREVIOUS ESTIMATE
                1,859,064.18  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 07/01/15                                                  EST. NO. 029
     TIME 03:28 PM
     R.E. NAME: MEHARENA, EPHREM                                       04-3A9224
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     ITEM128OUTOFSTATEINS        -2,000.00  010
     ITEM196OUTOFSTATEINS        -2,000.00  010
     #128 OUT OF ST.D&S          -5,000.00  022
     #128 OUT OF ST.PAGE         -5,000.00  022
     #128 OUT OF ST.TRUFT        -5,000.00  022
     #128 OUTOF ST.MSS          -19,225.40  022
     #131 OUT OF ST.MSS          -5,000.00  022
     #132 OUT OF ST.UIS          -5,000.00  022
     #163 OUT OF ST.MSS          -5,000.00  022
     #196 OUT OF ST.VALMT        -3,000.00  022
     #206 OUT OF ST.UIS          -5,000.00  022
     #102 OUT OF ST ATLAS        -5,000.00  023
     #104 OUT OF ST ATLAS        -5,000.00  023
     #128 OUT OF ST NUCOR        -5,000.00  024
                                                            0.00      -76,225.40
                              TOTAL DEDUCTIONS              0.00      -76,225.40
PROGRAM CAS145                                                                                                               PAGE  1
DATE 07/01/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-3A9224
TIME 03:28 PM                                                                                                       ESTIMATE NO. 029
BID OPENING 10/12/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/15
R.E. NAME:  MEHARENA, EPHREM                                                                         DATE OF THIS ESTIMATE  07/01/15
        LOCATION                                        PROGRESS ESTIMATE
04-ALA-880-24.0/25.5                                    -----------------
                                RGW CONSTRUCTION, INC.                                    IN ALAMEDA COUNTY FROM 0.2 MILE
                                550 GREENVILLE ROAD                                       NORTH OF ROUTE 112/880 SEPARATION
                                LIVERMORE, CA 94550                                       TO HEGENBERGER ROAD OVERCROSSING
FED. AID NO.    N O N E
------------------------------------------------------------------------------------------------------------------------------------
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        4,000.0000      4,000.00                                     0.750      3,000
002 SURVEY OF EXISTING NON-HIGHWAY           LS      150,000.0000    150,000.00                                     1.000    150,000
    FACILITIES
003 TEMPORARY FENCE (TYPE CL-6)              LF            8.0000      3,520.00                                   975.000      7,800
004 TEMPORARY FENCE (TYPE CL-6)              LF           15.0000     28,500.00                                 1,461.000     21,915
    (VISIBILTY SCREEN)
005 TEMPORARY FENCE (TYPE ESA)               LF            4.0000     16,400.00                                 2,992.000     11,968
006 TEMPORARY ACTIVE TREATMENT SYSTEM        LS       14,000.0000     14,000.00                                     1.000     14,000
007 CONSTRUCTION SITE MANAGEMENT             LS       35,000.0000     35,000.00                                     1.000     35,000
008 PREPARE STORM WATER POLLUTION            LS        2,200.0000      2,200.00                                     1.000      2,200
    PREVENTION PLAN
009 TEMPORARY EROSION CONTROL BLANKET        SQYD          2.8000     14,308.00                                     0.000          0
010 TEMPORARY FIBER ROLL                     LF            3.4000      5,100.00                                 3,348.000     11,383
011 TEMPORARY SILT FENCE                     LF            3.6000      9,360.00                                 4,055.000     14,598
012 TEMPORARY CONCRETE WASHOUT FACILITY      EA        1,850.0000     18,500.00                                    15.000     27,750
013 TEMPORARY CONSTRUCTION ENTRANCE          EA        3,000.0000     30,000.00                                     7.000     21,000
014 TEMPORARY COVER                          SQYD          2.5000      6,950.00                                 7,379.900     18,449
015 TEMPORARY DRAINAGE INLET PROTECTION      EA          150.0000      4,500.00                                    30.000      4,500
016 STREET SWEEPING                          LS       30,000.0000     30,000.00                                     1.000     30,000
017 STORM WATER ANNUAL REPORT                EA        2,000.0000      6,000.00                                     2.000      4,000
018 TIME-RELATED OVERHEAD (WDAY)             WDAY      1,200.0000    450,000.00                                   375.000    450,000
019 CONSTRUCTION AREA SIGNS                  LS       18,000.0000     18,000.00                                     0.970     17,460
020 TRAFFIC CONTROL SYSTEM                   LS      200,000.0000    200,000.00                                     1.000    200,000
021 CHANNELIZER (SURFACE MOUNTED)            EA           30.0000      3,000.00                                    85.000      2,550
022 PORTABLE CHANGEABLE MESSAGE SIGN         LS       17,500.0000     17,500.00                                     1.000     17,500
PROGRAM CAS145                                                                                                               PAGE  2
DATE 07/01/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-3A9224
TIME 03:28 PM                                                                                                       ESTIMATE NO. 029
BID OPENING 10/12/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/15
R.E. NAME:  MEHARENA, EPHREM                                                                         DATE OF THIS ESTIMATE  07/01/15
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
023 TEMPORARY RAILING (TYPE K)               LF           12.0000    297,600.00                                22,700.000    272,400
024 TEMPORARY CRASH CUSHION MODULE           EA          100.0000     27,000.00                                   119.000     11,900
025 TEMPORARY TRAFFIC SCREEN                 LF            3.6500     90,520.00                                 5,386.000     19,658
026 TEMPORARY RETAINING WALL                 SQYD        150.0000     51,000.00                                   340.000     51,000
027 REMOVE YELLOW THERMOPLASTIC TRAFFIC      LF            1.2000     13,800.00                                12,890.000     15,468
    STRIPE (HAZARDOUS WASTE)
028 NOISE MONITORING                         LS        2,000.0000      2,000.00                                     1.000      2,000
029 ABANDON CULVERT (LF)                     LF           16.0000      7,200.00                                   447.210      7,155
030 ABANDON INLET                            EA          650.0000      1,300.00                                     2.000      1,300
031 REMOVE CHAIN LINK FENCE                  LF            2.0000      4,000.00                                 4,826.920      9,653
032 REMOVE METAL BEAM GUARD RAILING          LF            7.0000      4,690.00                                   745.190      5,216
033 REMOVE PAINTED TRAFFIC STRIPE            LF            0.5000      4,545.00                                15,570.000      7,785
034 REMOVE PAINTED PAVEMENT MARKING          SQFT          3.0000        390.00                                   126.000        378
035 REMOVE THERMOPLASTIC TRAFFIC STRIPE      LF            0.6500     22,945.00                                26,309.000     17,100
036 REMOVE THERMOPLASTIC PAVEMENT MARKING    SQFT          6.0000        486.00                                   358.000      2,148
037 REMOVE PAVEMENT MARKER                   EA            1.0000      3,900.00                                 4,399.000      4,399
038 REMOVE ROADSIDE SIGN                     EA          125.0000        750.00                                     9.000      1,125
039 REMOVE SIGN STRUCTURE (EA)               EA        5,000.0000     20,000.00                                     4.000     20,000
040 REMOVE SIGN STRUCTURE (LIGHTWEIGHT)      EA        4,500.0000      4,500.00                                     1.000      4,500
041 REMOVE CULVERT (LF)                      LF           20.0000     26,800.00                                 1,320.300     26,406
042 REMOVE SEWER PIPE                        LF          200.0000      5,800.00                                     6.000      1,200
043 REMOVE INLET                             EA          350.0000      4,200.00                                    12.000      4,200
044 REMOVE SEWER MANHOLE                     EA        3,200.0000      3,200.00                                     1.000      3,200
045 REMOVE ASPHALT CONCRETE SURFACING        SQFT          0.6000     54,168.00                                60,200.000     36,120
046 RELOCATE ROADSIDE SIGN                   EA          225.0000      2,250.00                                    10.000      2,250
047 ADJUST INLET                             EA        1,900.0000     19,000.00                                    21.500     40,850
048 ADJUST MANHOLE TO GRADE                  EA        3,100.0000      3,100.00                                     0.000          0
049 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD          1.5500     66,960.00                                44,741.000     69,348
PROGRAM CAS145                                                                                                               PAGE  3
DATE 07/01/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-3A9224
TIME 03:28 PM                                                                                                       ESTIMATE NO. 029
BID OPENING 10/12/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/15
R.E. NAME:  MEHARENA, EPHREM                                                                         DATE OF THIS ESTIMATE  07/01/15
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
050 REMOVE CONCRETE (CY)                     CY           40.0000     23,600.00                                 1,140.000     45,600
051 REMOVE CONCRETE CURB AND SIDEWALK (LF)   LF           55.0000      4,950.00                                    18.000        990
052 REMOVE CONCRETE BARRIER                  LF           10.0000     36,400.00                                 3,109.000     31,090
053 REMOVE SOUND WALL (RIBBED STEEL PANEL)   SQFT          2.5000     42,500.00                                17,000.000     42,500
054 REMOVE SOUND WALL (MASONRY BLOCK)        SQFT          2.4000     39,600.00                                16,583.000     39,799
055 BRIDGE REMOVAL (PORTION)                 LS      230,000.0000    230,000.00                                     1.000    230,000
056 CLEARING AND GRUBBING (LS)               LS      150,000.0000    150,000.00                                     1.000    150,000
057 ROADWAY EXCAVATION                       CY           13.8500    432,120.00                                33,927.500    469,895
058 ROADWAY EXCAVATION (TYPE Z-2)            CY           80.0000    440,000.00                                 5,500.000    440,000
    (AERIALLY DEPOSITED LEAD)
059 LEAD COMPLIANCE PLAN                     LS        4,000.0000      4,000.00                                     1.000      4,000
060 STRUCTURE EXCAVATION (BRIDGE)            CY           90.0000     89,100.00                                   990.000     89,100
(F)
061 STRUCTURE EXCAVATION (RETAINING WALL)    CY          120.0000    143,040.00                                 1,192.000    143,040
(F)
062 STRUCTURE EXCAVATION (SOUND WALL)        CY           40.0000      3,440.00                                    86.000      3,440
(F)
063 STRUCTURE EXCAVATION (CRASH WALL)        CY          180.0000     76,500.00                                   425.000     76,500
(F)
064 STRUCTURE EXCAVATION (TYPE Z-2)          CY           80.0000     21,360.00                                   267.000     21,360
    (AERIALLY DEPOSITED LEAD)
065 STRUCTURE BACKFILL (BRIDGE)              CY          220.0000     82,500.00                                   375.000     82,500
(F)
066 STRUCTURE BACKFILL (RETAINING WALL)      CY           25.0000    113,400.00                                 4,536.000    113,400
(F)
067 STRUCTURE BACKFILL (SOUND WALL)          CY          100.0000      4,700.00                                    47.000      4,700
(F)
068 STRUCTURE BACKFILL (CRASH WALL)          CY           70.0000     14,000.00                                   200.000     14,000
(F)
069 PERVIOUS BACKFILL MATERIAL (RETAINING    CY           38.0000      9,652.00                                   254.000      9,652
(F) WALL)
070 SAND BACKFILL                            CY          265.0000      3,710.00                                    14.000      3,710
071 DITCH EXCAVATION                         CY           60.0000      3,300.00                                    55.000      3,300
072 SUBGRADE ENHANCEMENT GEOTEXTILE          SQYD          2.9000     32,480.00                                 8,853.000     25,673
    CLASS B2
073 HIGHWAY PLANTING                         LS       25,000.0000     25,000.00                                     1.000     25,000
074 FIBER ROLLS                              LF            3.0000      4,620.00                                 1,900.000      5,700
075 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA          700.0000      5,600.00                                     7.000      4,900
076 EROSION CONTROL (HYDROSEED) (ACRE)       ACRE      5,500.0000     11,000.00                                     7.380     40,590
PROGRAM CAS145                                                                                                               PAGE  4
DATE 07/01/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-3A9224
TIME 03:28 PM                                                                                                       ESTIMATE NO. 029
BID OPENING 10/12/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/15
R.E. NAME:  MEHARENA, EPHREM                                                                         DATE OF THIS ESTIMATE  07/01/15
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
077 ROLLED EROSION CONTROL PRODUCT           SQFT          0.4000      1,428.00                                 5,388.000      2,155
    (NETTING)
078 MAINTAIN EXISTING PLANTED AREAS          LS        8,800.0000      8,800.00                                     1.000      8,800
079 PLANT ESTABLISHMENT WORK                 LS        5,000.0000      5,000.00         0.083       415.00          0.581      2,905
080 MAINTAIN EXISTING IRRIGATION FACILITIES  LS        4,000.0000      4,000.00                                     1.000      4,000
081 IRRIGATION SYSTEM                        LS       55,000.0000     55,000.00                                     1.000     55,000
082 8" CORRUGATED HIGH DENSITY               LF          110.0000      5,610.00                                    51.000      5,610
    POLYETHYLENE PIPE CONDUIT
083 EXTEND 8" CONDUIT                        LF           80.0000      2,000.00                                     0.000          0
084 FINISHING ROADWAY                        LS       20,000.0000     20,000.00                                     1.000     20,000
085 CLASS 4 AGGREGATE SUBBASE                CY           12.0000    152,400.00                                 8,997.850    107,974
086 CLASS 2 AGGREGATE BASE (CY)              CY           58.0000     31,320.00                                   540.000     31,320
087 CLASS 3 AGGREGATE BASE (CY)              CY          350.0000      2,800.00                                     7.400      2,590
088 LEAN CONCRETE BASE                       CY          155.0000  1,019,900.00                                 6,053.000    938,215
089 ASPHALT TREATED PERMEABLE BASE           CY          106.0000    207,760.00                                 2,059.160    218,270
090 HOT MIX ASPHALT                          TON          78.0000  1,326,000.00                                18,794.870  1,465,999
091 HOT MIX ASPHALT (OPEN GRADED)            TON          92.0000    437,000.00                                 4,784.000    440,128
092 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)  TON         130.0000    345,800.00                                 2,503.410    325,443
093 HOT MIX ASPHALT (BRIDGE)                 TON         100.0000     75,000.00                                   750.000     75,000
094 PAVING ASPHALT (BINDER, GEOSYNTHETIC     TON           1.0000          8.00                                     8.000          8
    PAVEMENT INTERLAYER)
095 GEOSYNTHETIC PAVEMENT INTERLAYER         SQYD          4.0000     32,120.00                                 8,030.000     32,120
    (PAVING MAT)
096 DATA CORE                                LS        3,500.0000      3,500.00                                     1.000      3,500
097 PLACE HOT MIX ASPHALT DIKE (TYPE E)      LF            7.0000      4,760.00                                   680.000      4,760
098 PLACE HOT MIX ASPHALT                    SQYD         40.0000      6,800.00                                   170.000      6,800
    (MISCELLANEOUS AREA)
099 LIQUID ASPHALT (PRIME COAT)              TON       1,400.0000      2,940.00                                     0.000          0
100 TACK COAT                                TON       1,000.0000     22,400.00                                    66.670     66,670
101 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF        1,600.0000    118,400.00                                    73.500    117,600
102 FURNISH PILING (CLASS 140)               LF           36.0000     22,320.00                                   619.000     22,284
    (ALTERNATIVE W)
103 DRIVE PILE (CLASS 140)                   EA        1,650.0000     19,800.00                                    12.000     19,800
    (ALTERNATIVE W)
PROGRAM CAS145                                                                                                               PAGE  5
DATE 07/01/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-3A9224
TIME 03:28 PM                                                                                                       ESTIMATE NO. 029
BID OPENING 10/12/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/15
R.E. NAME:  MEHARENA, EPHREM                                                                         DATE OF THIS ESTIMATE  07/01/15
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
104 FURNISH PILING (CLASS 200)               LF           44.0000    369,556.00                                 8,370.100    368,284
    (ALTERNATIVE W)
105 DRIVE PILE (CLASS 200)                   EA        3,100.0000    322,400.00                                   104.000    322,400
    (ALTERNATIVE W)
106 VIBRATION MONITORING                     LS      222,900.0000    222,900.00                                     1.000    222,900
107 16" CAST-IN-DRILLED-HOLE CONCRETE        LF           65.0000    112,450.00                                 1,751.500    113,847
    PILING (SOUND WALL)
108 24" CAST-IN-DRILLED-HOLE CONCRETE        LF          110.0000    968,550.00                                 8,848.890    973,377
    PILING (RETAINING WALL)
109 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF          120.0000     75,840.00                                   631.250     75,750
    (CRASH WALL)
110 STRUCTURAL CONCRETE, BRIDGE FOOTING      CY          700.0000    329,700.00                                   471.000    329,700
(F)
111 STRUCTURAL CONCRETE, BRIDGE              CY          650.0000    610,350.00                                   939.000    610,350
(F)
112 STRUCTURAL CONCRETE, RETAINING WALL      CY          450.0000    550,800.00                                 1,224.000    550,800
(F)
113 STRUCTURAL CONCRETE, SOUND WALL          CY          600.0000     14,400.00                                    24.000     14,400
114 STRUCTURAL CONCRETE, CRASH WALL          CY          320.0000    130,560.00                                   408.000    130,560
(F)
115 STRUCTURAL CONCRETE, BOX CULVERT         CY        2,400.0000      8,880.00                                     3.700      8,880
(F)
116 MINOR CONCRETE (MINOR STRUCTURE)         CY        1,500.0000     70,500.00                                    46.500     69,750
117 MINOR CONCRETE (BACKFILL)                CY          150.0000     79,500.00                                   524.300     78,645
118 DRILL AND BOND DOWEL                     LF           40.0000        800.00                                    27.500      1,100
119 SOUND WALL (RIBBED STEEL PANEL)          SQFT         19.0000    323,000.00                                17,000.000    323,000
(F)
120 SOUND WALL (MASONRY BLOCK)               SQFT         20.0000    330,880.00                                16,544.000    330,880
(F)
121 JOINT SEAL (MR 1/2")                     LF          122.0000      4,514.00                                    37.000      4,514
122 BAR REINFORCING STEEL (BRIDGE)           LB            1.1500    354,175.85                               307,979.000    354,175
(F)
123 BAR REINFORCING STEEL (RETAINING WALL)   LB            1.0000    391,084.00                               391,084.000    391,084
(F)
124 BAR REINFORCING STEEL                    LB            1.0000      6,733.00                                 6,733.000      6,733
(F) (MINOR CONCRETE-BACKFILL)
125 BAR REINFORCING STEEL (SOUND WALL)       LB            2.0000      9,774.00                                 4,887.000      9,774
126 BAR REINFORCING STEEL (BOX CULVERT)      LB            1.0000        673.00                                   673.000        673
(F)
127 BAR REINFORCING STEEL (CRASH WALL)       LB            1.0000     47,041.00                                47,041.000     47,041
(F)
128 FURNISH STRUCTURAL STEEL (BRIDGE)        LB            1.5500  1,536,050.00                               991,000.000  1,536,050
(F)
129 ERECT STRUCTURAL STEEL (BRIDGE)          LB            0.9100    901,810.00                               991,000.000    901,810
(F)
130 FURNISH STRUCTURAL STEEL, BRIDGE         LB            3.0000      4,398.00                                 1,466.000      4,398
(F) RETROFIT
PROGRAM CAS145                                                                                                               PAGE  6
DATE 07/01/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-3A9224
TIME 03:28 PM                                                                                                       ESTIMATE NO. 029
BID OPENING 10/12/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/15
R.E. NAME:  MEHARENA, EPHREM                                                                         DATE OF THIS ESTIMATE  07/01/15
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
131 ERECT STRUCTURAL STEEL, BRIDGE RETROFIT  LB            1.0000      1,466.00                                 1,466.000      1,466
(F)
132 FURNISH SIGN STRUCTURE (TRUSS)           LB            3.4000    252,093.00                                74,145.000    252,093
(F)
133 INSTALL SIGN STRUCTURE (TRUSS)           LB            0.4000     29,658.00                                74,145.000     29,658
(F)
134 FURNISH FORMED PANEL SIGN (OVERHEAD)     SQFT         22.0000     16,060.00                                   703.000     15,466
135 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         12.0000      4,680.00                                   342.000      4,104
    (0.063"-UNFRAMED)
136 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         13.0000      1,430.00                                    88.000      1,144
    (0.080"-UNFRAMED)
137 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         16.0000        352.00                                    22.000        352
    (0.063"-FRAMED)
138 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
139 60" CAST-IN-DRILLED-HOLE CONCRETE PILE   LF        1,000.0000     69,000.00                                    69.000     69,000
    (SIGN FOUNDATION)
140 METAL (BARRIER MOUNTED SIGN)             LB           12.0000     51,480.00                                 4,290.000     51,480
141 ROADSIDE SIGN - ONE POST                 EA          225.0000      5,850.00                                    24.000      5,400
142 ROADSIDE SIGN - TWO POST                 EA          450.0000        450.00                                     1.000        450
143 CLEAN AND PAINT STRUCTURAL STEEL         LS      200,000.0000    200,000.00                                     1.000    200,000
144 SPOT BLAST CLEAN AND PAINT UNDERCOAT     SQFT        700.0000     73,500.00                                   131.250     91,875
145 WORK AREA MONITORING                     LS        3,000.0000      3,000.00                                     1.000      3,000
146 12" ALTERNATIVE PIPE CULVERT             LF           55.0000     12,650.00                                   226.800     12,474
147 18" ALTERNATIVE PIPE CULVERT             LF           40.0000     99,600.00                                 2,444.800     97,792
148 24" ALTERNATIVE PIPE CULVERT             LF          100.0000      8,000.00                                    78.900      7,890
149 30" ALTERNATIVE PIPE CULVERT             LF           70.0000     32,200.00                                   454.400     31,808
150 36" ALTERNATIVE PIPE CULVERT             LF          350.0000      3,500.00                                    10.000      3,500
151 24" JACKED WELDED STEEL PIPE             LF          440.0000     66,000.00                                   150.000     66,000
152 3" PLASTIC PIPE (EDGE DRAIN)             LF           10.0000     71,800.00                                 7,180.000     71,800
153 3" PLASTIC PIPE (EDGE DRAIN OUTLET)      LF          120.0000     21,600.00                                   180.000     21,600
154 18" ALTERNATIVE FLARED END SECTION       EA          180.0000        180.00                                     1.000        180
155 8" SEWER PIPE (DUCTILE IRON PIPE)        LF          240.0000      4,800.00                                     0.000          0
156 8" SEWER PIPE                            LF          440.0000      3,960.00                                     2.000        880
    (HIGH DENSITY POLYETHYLENE PIPE)
157 SEWER MANHOLE                            EA        4,000.0000      4,000.00                                     1.000      4,000
PROGRAM CAS145                                                                                                               PAGE  7
DATE 07/01/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-3A9224
TIME 03:28 PM                                                                                                       ESTIMATE NO. 029
BID OPENING 10/12/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/15
R.E. NAME:  MEHARENA, EPHREM                                                                         DATE OF THIS ESTIMATE  07/01/15
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
158 ROCK SLOPE PROTECTION (NO. 2, METHOD B)  CY          500.0000      1,650.00                                     3.300      1,650
    (CY)
159 ROCK SLOPE PROTECTION FABRIC (CLASS 8)   SQYD         50.0000        650.00                                    13.000        650
160 MINOR CONCRETE (MISCELLANEOUS            CY          440.0000     22,000.00                                    71.460     31,442
    CONSTRUCTION)
161 MINOR CONCRETE (TEXTURED PAVING)         SQFT          7.0000     36,960.00                                 5,280.000     36,960
162 MISCELLANEOUS IRON AND STEEL             LB            2.0000     18,582.00                                 9,291.000     18,582
(F)
163 MISCELLANEOUS METAL                      LB            3.0000     18,702.00                                 6,234.000     18,702
(F) (RESTRAINER - CABLE TYPE)
164 MISCELLANEOUS METAL                      LB           65.0000      5,135.00                                    79.000      5,135
(F)
165 BRIDGE DECK DRAINAGE SYSTEM              LB           12.0000      6,120.00                                   510.000      6,120
(F)
166 CHAIN LINK FENCE (TYPE CL-4, MOD)        LF           24.0000     21,840.00                                   904.000     21,696
167 CHAIN LINK FENCE (TYPE CL-6)             LF           18.0000      2,520.00                                 1,315.000     23,670
168 DELINEATOR (CLASS 1)                     EA           30.0000      2,130.00                                    71.000      2,130
169 GUARD RAILING DELINEATOR                 EA           40.0000        280.00                                     7.000        280
170 CONCRETE BARRIER DELINEATOR              EA           40.0000        440.00                                    11.000        440
171 CONCRETE BARRIER MARKER                  EA           50.0000      4,750.00                                    95.000      4,750
172 OBJECT MARKER                            EA           32.0000        128.00                                     4.000        128
173 METAL BEAM GUARD RAILING                 LF           42.0000     10,500.00                                   274.500     11,529
174 VEGETATION CONTROL (MINOR CONCRETE)      SQYD         65.0000     15,795.00                                   243.000     15,795
175 TRANSITION RAILING (TYPE WB)             EA        3,200.0000      6,400.00                                     2.000      6,400
176 END ANCHOR ASSEMBLY (TYPE SFT)           EA          500.0000      2,000.00                                     4.000      2,000
177 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        2,800.0000     14,000.00                                     5.000     14,000
178 CONCRETE BARRIER (TYPE 60C MODIFIED)     LF          152.0000    252,320.00                                 1,654.940    251,550
179 CONCRETE BARRIER (TYPE 60)               LF           42.0000      3,780.00                                    90.000      3,780
180 CONCRETE BARRIER (TYPE 60C)              LF          140.0000     21,000.00                                   150.000     21,000
181 CONCRETE BARRIER (SAFETY SHAPE)          LF           75.0000    195,750.00                                 2,610.000    195,750
182 CONCRETE BARRIER (TYPE 732 MODIFIED)     LF           62.0000     88,040.00                                 1,420.000     88,040
(F)
183 CONCRETE BARRIER (TYPE 736 MODIFIED)     LF          105.0000    105,945.00                                 1,009.000    105,945
(F)
184 CONCRETE BARRIER (TYPE 736SV)            LF          155.0000     46,500.00                                   301.000     46,655
PROGRAM CAS145                                                                                                               PAGE  8
DATE 07/01/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-3A9224
TIME 03:28 PM                                                                                                       ESTIMATE NO. 029
BID OPENING 10/12/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/15
R.E. NAME:  MEHARENA, EPHREM                                                                         DATE OF THIS ESTIMATE  07/01/15
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
185 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.7500     25,125.00                                34,925.000     26,193
186 8" THERMOPLASTIC TRAFFIC STRIPE          LF            1.4000      5,460.00                                 4,236.000      5,930
187 8" THERMOPLASTIC TRAFFIC STRIPE          LF            1.2000      1,212.00                                 1,109.000      1,330
    (BROKEN 12-3)
188 THERMOPLASTIC PAVEMENT MARKING           SQFT          6.0000      3,420.00                                   345.000      2,070
189 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.6500        741.00                                 1,096.000        712
    (BROKEN 17-7)
190 PAINT TRAFFIC STRIPE (2-COAT)            LF            0.5000     39,450.00                                74,978.000     37,489
191 PAINT PAVEMENT MARKING (2-COAT)          SQFT          3.0000        780.00                                   585.000      1,755
192 PAVEMENT MARKER (NON-REFLECTIVE)         EA            3.0000     16,980.00                                 5,855.000     17,565
193 PAVEMENT MARKER (RETROREFLECTIVE)        EA            5.0000     14,000.00                                 2,850.000     14,250
194 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS        2,500.0000      2,500.00                                     1.000      2,500
    SYSTEM ELEMENTS DURING CONSTRUCTION
195 LIGHTING AND SIGN ILLUMINATION           LS      260,000.0000    260,000.00                                     1.000    260,000
    (STAGE CONSTRUCTION)
196 LIGHTING AND SIGN ILLUMINATION           LS      160,000.0000    160,000.00                                     1.000    160,000
197 EXTINGUISHABLE MESSAGE SIGN PANEL (LED)  EA       35,000.0000     35,000.00                                     1.000     35,000
198 CCTV (PTZ) CAMERA UNIT                   EA        7,000.0000      7,000.00                                     1.000      7,000
199 TRAFFIC OPERATION SYSTEM                 LS      515,000.0000    515,000.00                                     1.000    515,000
200 GENERAL PACKET RADIO SYSTEM WIRELESS     EA        6,500.0000      6,500.00                                     1.000      6,500
    MODEM ASSEMBLY
201 TRAFFIC OPERATION SYSTEM                 LS       65,000.0000     65,000.00                                     1.000     65,000
    (STAGE CONSTRUCTION)
202 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
203 RECONSTRUCT WOOD FENCE                   LF           32.0000     19,840.00                                   692.000     22,144
204 RECONSTRUCT CHAIN LINK FENCE             LF           10.0000     10,200.00                                     0.000          0
205 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF          150.0000     37,500.00                                   250.000     37,500
206 FURNISH SIGN STRUCTURE (LIGHTWEIGHT)     LB            7.0000      8,120.00                                 1,160.000      8,120
207 INSTALL SIGN STRUCTURE (LIGHTWEIGHT)     LB            1.6500      1,914.00                                 1,160.000      1,914
PROGRAM CAS145                                                                                                               PAGE  9
DATE 07/01/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-3A9224
TIME 03:28 PM                                                                                                       ESTIMATE NO. 029
BID OPENING 10/12/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/15
R.E. NAME:  MEHARENA, EPHREM                                                                         DATE OF THIS ESTIMATE  07/01/15
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                                  415.00               18,786,275.36
         ADJUSTMENT OF COMPENSATION                                                                 0.00                  625,997.40
         EXTRA WORK                                                                            52,918.83                1,233,066.78
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                                53,333.83               20,645,339.54
208 MOBILIZATION                             LS    2,025,000.1500  2,025,000.15                                     1.000  2,025,000
         ORIGINAL CONTRACT AMOUNT                              20,767,667.00
    TOTAL WORK COMPLETED                                                                       53,333.83               22,670,339.69
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                  -76,225.40
    TOTAL                                                                                      53,333.83               22,594,114.29
             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
  12/03/12     625   01/28/13  01/28/13  09/02/15       547         21            2           0             97%            87%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  MEHARENA, EPHREM
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 07/01/15