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 08/03/15                                                  EST. NO. 037
     TIME 04:15 PM
     R.E. NAME: AL-JAMAL, ABDUL                                        07-2332A4
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
     036 0001       1,955.22 A.C. @ L.S.(+) 073115 N 1    0
     039 0001      13,229.68 A.C. @ U.P.(+) 072715 N 1    0
                   15,184.90  TOTAL THIS ESTIMATE
                  771,003.61  TOTAL PREVIOUS ESTIMATE
                  786,188.51  TOTAL TO DATE
     PROGRAM CAS145   S C H E D U L E   O F   D E D U C T I O N S    PAGE NO.  1
     DATE 08/03/15                                                  EST. NO. 037
     TIME 04:15 PM
     R.E. NAME: AL-JAMAL, ABDUL                                        07-2332A4
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     LATE RE-OPENING             -1,000.00  020
     LIQUIDATED DAMAGES        -167,462.74  022
     LIQUIDATED DAMAGES        -315,000.00  023
     LIQUIDATED DAMAGES        -294,000.00  024
     LIQUIDATED DAMAGES        -325,500.00  025
     LIQUIDATED DAMAGES        -315,000.00  026
     LIQUIDATED DAMAGES        -325,500.00  027
     LIQUIDATED DAMAGES        -315,000.00  028
     LIQUIDATED DAMAGES        -325,500.00  030
     LIQUIDATED DAMAGES        -315,000.00  031
     LIQUIDATED DAMAGES        -325,500.00  032
     LIQUIDATED DAMAGES       3,023,462.74  036
                                                            0.00       -1,000.00
     LIQUIDATED DAMAGES
     455 DAYS@$10,500/DAY    -4,777,500.00  036
     361 DAYS@10,500./DAY       987,000.00  037
                                                      987,000.00   -3,790,500.00
                              TOTAL DEDUCTIONS        987,000.00   -3,791,500.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 08/03/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-2332A4
TIME 04:15 PM                                                                                                       ESTIMATE NO. 037
BID OPENING 09/08/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 02/20/15
R.E. NAME:  AL-JAMAL, ABDUL                                                                          DATE OF THIS ESTIMATE  08/03/15
        LOCATION                                       SEMI-FINAL ESTIMATE
07-LA-5-R46.3/R50.0                                    -------------------
                                FLATIRON WEST INC                                         IN LOS ANGELES COUNTY IN SANTA
                                1770 LA COSTA MEADOWS DRIVE                               CLARITA FROM 0.3 MILE SOUTH OF
                                SAN MARCOS CA 92078                                       WELDON CANYON OVERCROSSING TO 0.4
                                                                                          MILE SOUTH OF PICO CANYON ROAD
                                                                                          LYONS AVENUE OVERCROSSING
FED. AID NO. ACIM-053(44)E
                                                                                          WIDEN ROADWAY AND BRIDGES WITH PCC
------------------------------------------------------------------------------------------------------------------------------------
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        8,000.0000      8,000.00                                     1.000      8,000
002 TIME-RELATED OVERHEAD                    WDAY      1,500.0000    525,000.00                                   350.000    525,000
003 TEMPORARY FENCE (TYPE ESA)               LF            5.0000      4,750.00                                   950.000      4,750
004 CONSTRUCTION SITE MANAGEMENT             LS       35,000.0000     35,000.00                                     1.000     35,000
005 PREPARE STORM WATER POLLUTION            LS        5,500.0000      5,500.00                                     1.000      5,500
    PREVENTION PLAN
006 TEMPORARY FIBER ROLL                     LF            3.2500     32,500.00                                 4,125.000     13,406
007 TEMPORARY SILT FENCE                     LF            3.0000     19,800.00                                 3,155.000      9,465
008 TEMPORARY GRAVEL BAG BERM                LF            5.0000     16,400.00                                 2,626.000     13,130
009 TEMPORARY CONSTRUCTION ENTRANCE          EA        3,500.0000     45,500.00                                     5.000     17,500
010 TEMPORARY COVER                          SQYD          5.0000     10,000.00                                15,372.000     76,860
011 MOVE-IN/MOVE-OUT                         EA          500.0000     10,000.00                                     0.000          0
    (TEMPORARY EROSION CONTROL)
012 TEMPORARY DRAINAGE INLET PROTECTION      EA          300.0000     15,000.00                                    30.000      9,000
013 TEMPORARY HYDRAULIC MULCH                SQYD          0.8500      2,550.00                                     0.000          0
    (BONDED FIBER MATRIX)
014 STREET SWEEPING                          LS       90,000.0000     90,000.00                                     1.000     90,000
015 TEMPORARY CONCRETE WASHOUT (PORTABLE)    LS      115,000.0000    115,000.00                                     1.000    115,000
016 RAIN EVENT ACTION PLAN                   EA          500.0000     25,000.00                                    13.000      6,500
017 STORM WATER ANNUAL REPORT                EA        2,000.0000      4,000.00                                     2.000      4,000
018 STORM WATER SAMPLING AND ANALYSIS DAY    EA          550.0000     12,100.00                                     3.000      1,650
019 CONSTRUCTION AREA SIGNS                  LS       14,000.0000     14,000.00                                     1.000     14,000
020 TRAFFIC CONTROL SYSTEM                   LS      400,000.0000    400,000.00                                     1.000    400,000
021 TEMPORARY PAVEMENT MARKING (PAINT)       SQFT          1.6000      1,456.00                                   615.000        984
022 TEMPORARY TRAFFIC STRIPE (PAINT)         LF            0.2000     39,400.00                               251,046.000     50,209
PROGRAM CAS145                                                                                                               PAGE  2
DATE 08/03/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-2332A4
TIME 04:15 PM                                                                                                       ESTIMATE NO. 037
BID OPENING 09/08/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 02/20/15
R.E. NAME:  AL-JAMAL, ABDUL                                                                          DATE OF THIS ESTIMATE  08/03/15
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
023 CHANNELIZER (SURFACE MOUNTED)            EA           30.0000      6,300.00                                   104.000      3,120
024 TEMPORARY RAILING (TYPE K)               LF           12.0000    670,800.00                                56,700.000    680,400
025 TEMPORARY CRASH CUSHION MODULE           EA          250.0000     65,000.00                                   289.000     72,250
026 REMOVE YELLOW PAINTED TRAFFIC STRIPE     LF            0.4000     25,960.00                                     0.000          0
    (HAZARDOUS WASTE)
027 REMOVE YELLOW THERMOPLASTIC TRAFFIC      LF            0.4000     16,120.00                                41,773.000     16,709
    STRIPE (HAZARDOUS WASTE)
028 ABANDON CULVERT                          LF           22.0000      9,900.00                                   449.000      9,878
029 REMOVE CHAIN LINK FENCE                  LF           15.0000      2,400.00                                   152.000      2,280
030 REMOVE METAL BEAM GUARD RAILING          LF            7.2500     15,515.00                                 2,296.000     16,646
031 REMOVE DOUBLE THRIE BEAM BARRIER         LF            8.0000     22,640.00                                 2,837.500     22,700
032 REMOVE SINGLE THRIE BEAM BARRIER         LF            6.0000     82,200.00                                13,700.000     82,200
033 REMOVE PAINTED TRAFFIC STRIPE            LF            0.3200     27,040.00                                84,500.000     27,040
034 REMOVE PAINTED PAVEMENT MARKING          SQFT          2.1000      1,911.00                                   504.000      1,058
035 REMOVE THERMOPLASTIC TRAFFIC STRIPE      LF            0.3200     12,416.00                                34,319.000     10,982
036 REMOVE THERMOPLASTIC PAVEMENT MARKING    SQFT          2.1000        273.00                                    60.000        126
037 REMOVE PAVEMENT MARKER                   EA            0.5000     21,400.00                                51,025.000     25,512
038 REMOVE SIGN STRUCTURE                    EA        1,500.0000      1,500.00                                     1.000      1,500
039 REMOVE ASPHALT CONCRETE DIKE             LF            5.0000      5,600.00                                 1,120.000      5,600
040 REMOVE PIPE                              LF           16.0000     30,880.00                                 1,924.500     30,792
041 REMOVE INLET                             EA          300.0000      6,900.00                                    23.000      6,900
042 SALVAGE METAL BRIDGE RAILING             LF            5.0000      1,940.00                                   388.000      1,940
043 RELOCATE ROADSIDE SIGN                   EA          300.0000      1,500.00                                     5.000      1,500
044 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD          5.0000     53,000.00                                11,043.440     55,217
045 REMOVE CONCRETE                          CY          260.0000      4,680.00                                    10.400      2,704
046 REMOVE CONCRETE BARRIER                  LF            8.0000     16,480.00                                 2,057.000     16,456
047 CAP INLET                                EA        1,100.0000      5,500.00                                     5.000      5,500
048 CAP MANHOLE                              EA        2,000.0000      2,000.00                                     1.000      2,000
049 BRIDGE REMOVAL (PORTION), LOCATION A     LS      140,000.0000    140,000.00                                     1.000    140,000
PROGRAM CAS145                                                                                                               PAGE  3
DATE 08/03/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-2332A4
TIME 04:15 PM                                                                                                       ESTIMATE NO. 037
BID OPENING 09/08/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 02/20/15
R.E. NAME:  AL-JAMAL, ABDUL                                                                          DATE OF THIS ESTIMATE  08/03/15
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
050 BRIDGE REMOVAL (PORTION), LOCATION B     LS       45,000.0000     45,000.00                                     1.000     45,000
051 CLEARING AND GRUBBING                    LS       25,000.0000     25,000.00                                     1.000     25,000
052 DEVELOP WATER SUPPLY                     LS       50,000.0000     50,000.00                                     1.000     50,000
053 ROADWAY EXCAVATION                       CY           17.0000  1,320,900.00    15,350.000   260,950.00     97,123.000  1,651,091
054 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
055 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
056 STRUCTURE EXCAVATION (BRIDGE)            CY           80.0000    116,080.00                                 1,451.000    116,080
(F)
057 STRUCTURE EXCAVATION (RETAINING WALL)    CY           25.0000  1,928,800.00     3,950.000    98,750.00     81,102.000  2,027,550
(F)
058 STRUCTURE EXCAVATION (SOIL NAIL WALL)    CY           25.0000     61,250.00                                 2,450.000     61,250
(F)
059 STRUCTURE BACKFILL (BRIDGE)              CY           65.0000     73,450.00                                 1,130.000     73,450
(F)
060 STRUCTURE BACKFILL (RETAINING WALL)      CY           39.0000  2,179,554.00                                55,886.000  2,179,554
(F)
061 STRUCTURE BACKFILL (SOIL NAIL WALL)      CY           40.0000      5,560.00                                   139.000      5,560
(F)
062 PERVIOUS BACKFILL MATERIAL (RETAINING    CY          100.0000    360,500.00                                 3,605.000    360,500
(F) WALL)
063 DITCH EXCAVATION                         CY           55.0000     30,250.00                                   550.000     30,250
064 SOIL NAIL ASSEMBLY                       LF           22.0000    595,430.00                                34,052.800    749,161
065 EROSION CONTROL (BONDED FIBER MATRIX)    SQFT          0.1100     36,740.00                               334,300.000     36,773
    (SQFT)
066 EROSION CONTROL (HYDROSEED) (SQFT)       SQFT          0.1300      3,939.00                                30,300.000      3,939
067 CLASS 3 AGGREGATE BASE                   CY           26.0000    748,800.00                                28,407.930    738,606
068 LEAN CONCRETE BASE                       CY           82.0000  1,656,400.00                                20,200.000  1,656,400
069 HOT MIX ASPHALT (TYPE B)                 TON          86.0000    436,880.00                                 6,048.010    520,128
070 DATA CORE                                LS        2,000.0000      2,000.00                                     0.000          0
071 PLACE HOT MIX ASPHALT DIKE (TYPE C)      LF            6.0000        840.00                                     0.000          0
072 PLACE HOT MIX ASPHALT DIKE (TYPE E)      LF            6.0000        840.00                                   151.000        906
073 PLACE HOT MIX ASPHALT DIKE (TYPE F)      LF            6.0000     16,800.00                                 3,867.000     23,202
074 TACK COAT                                TON         700.0000      5,600.00                                     8.000      5,600
075 JOINTED PLAIN CONCRETE PAVEMENT          CY          120.0000  5,292,000.00                                42,894.800  5,147,376
076 SEAL PAVEMENT JOINT                      LF            2.8000    425,600.00                               151,740.000    424,872
PROGRAM CAS145                                                                                                               PAGE  4
DATE 08/03/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-2332A4
TIME 04:15 PM                                                                                                       ESTIMATE NO. 037
BID OPENING 09/08/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 02/20/15
R.E. NAME:  AL-JAMAL, ABDUL                                                                          DATE OF THIS ESTIMATE  08/03/15
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
077 SEAL ISOLATION JOINT                     LF            4.5000    180,450.00                                37,886.000    170,487
078 GRIND EXISTING CONCRETE                  SQYD          9.0000     32,130.00                                 3,570.000     32,130
    PAVEMENT
079 FURNISH STEEL PILING (HP 12 X 84)        LF           40.0000     50,400.00                                 1,260.000     50,400
080 DRIVE STEEL PILE (HP 12 X 84)            EA        2,700.0000     97,200.00                                    36.000     97,200
081 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF           82.0000    755,876.00                                 9,218.000    755,876
082 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF        1,315.0000    398,445.00                                   303.000    398,445
083 PRESTRESSING CAST-IN-PLACE CONCRETE      LS      372,000.0000    372,000.00                                     1.000    372,000
084 STRUCTURAL CONCRETE, BRIDGE FOOTING      CY          300.0000     95,700.00                                   319.000     95,700
(F)
085 STRUCTURAL CONCRETE, BRIDGE              CY          525.0000  2,415,000.00                                 4,600.000  2,415,000
(F)
086 STRUCTURAL CONCRETE, RETAINING WALL      CY          290.0000  6,989,290.00                                24,101.000  6,989,290
(F)
087 STRUCTURAL CONCRETE, APPROACH SLAB       CY          650.0000    159,250.00                                   245.000    159,250
(F) (TYPE N)
088 MINOR CONCRETE (MINOR STRUCTURE)         CY        1,200.0000    490,800.00                                   409.000    490,800
(F)
089 MINOR CONCRETE (BACKFILL)                CY          145.0000      8,120.00                                    56.000      8,120
(F)
090 ARCHITECTURAL TREATMENT                  SQFT          4.0000    825,572.00                               206,393.000    825,572
(F)
091 DRILL AND BOND DOWEL                     LF           30.0000     15,360.00                                   482.000     14,460
092 PTFE BEARING                             EA        5,300.0000     63,600.00                                    12.000     63,600
093 JOINT SEAL (MR 1") (TYPE A)              LF           75.0000      9,525.00                                   123.000      9,225
094 REPLACE WABO NEOPRENE GLAND (MR 7")      LF           33.0000     47,190.00                                     0.000          0
095 WABO JOINT SEAL ASSEMBLY (MR 7")         LF        1,700.0000    200,600.00                                   118.000    200,600
096 BAR REINFORCING STEEL (BRIDGE)           LB            0.7500  1,217,887.50                             1,623,850.000  1,217,887
(F)
097 BAR REINFORCING STEEL (RETAINING WALL)   LB            0.8900  2,523,159.79                             2,835,011.000  2,523,159
(F)
098 SHOTCRETE                                CY          560.0000    211,120.00                                   377.000    211,120
(F)
099 FURNISH SIGN STRUCTURE (TRUSS)           LB            3.9000     81,334.50                                20,855.000     81,334
(F)
100 INSTALL SIGN STRUCTURE (TRUSS)           LB            0.2500      5,213.75                                20,855.000      5,213
(F)
101 FURNISH FORMED PANEL SIGN (OVERHEAD)     SQFT         15.0000      2,400.00                                   160.000      2,400
102 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT         25.0000      1,500.00                                    60.000      1,500
103 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         17.0000        544.00                                    32.000        544
    (0.080"-UNFRAMED)
PROGRAM CAS145                                                                                                               PAGE  5
DATE 08/03/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-2332A4
TIME 04:15 PM                                                                                                       ESTIMATE NO. 037
BID OPENING 09/08/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 02/20/15
R.E. NAME:  AL-JAMAL, ABDUL                                                                          DATE OF THIS ESTIMATE  08/03/15
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
104 60" CAST-IN-DRILLED-HOLE CONCRETE PILE   LF        1,450.0000     36,250.00                                    25.000     36,250
    (SIGN FOUNDATION)
105 ROADSIDE SIGN - ONE POST                 EA          300.0000        600.00                                     2.000        600
106 ROADSIDE SIGN - TWO POST                 EA          500.0000        500.00                                     1.000        500
107 12" REINFORCED CONCRETE PIPE             LF          400.0000      1,200.00                                     2.500      1,000
108 18" REINFORCED CONCRETE PIPE             LF           59.0000    106,200.00                                 1,791.500    105,698
109 24" REINFORCED CONCRETE PIPE             LF           60.0000    439,800.00                                 7,322.000    439,320
110 42" REINFORCED CONCRETE PIPE             LF          200.0000     58,000.00                                   268.000     53,600
111 45" REINFORCED CONCRETE PIPE             LF          180.0000     41,400.00                                   224.000     40,320
112 JACKED 24" REINFORCED CONCRETE PIPE      LF          700.0000    196,000.00                                   152.000    106,400
    (CLASS V)
113 18" CORRUGATED STEEL PIPE (.109" THICK)  LF          150.0000     14,550.00                                    97.000     14,550
114 24" CORRUGATED STEEL PIPE (.109" THICK)  LF           77.0000     85,470.00                                 1,110.000     85,470
115 36" CORRUGATED STEEL PIPE (.109" THICK)  LF           91.0000     43,680.00                                   480.000     43,680
116 18" SLOTTED CORRUGATED STEEL PIPE        LF           80.0000     49,600.00                                   620.000     49,600
    (.079" THICK)
117 24" SLOTTED CORRUGATED STEEL PIPE        LF           86.0000     71,380.00                                   820.500     70,563
    (0.109 THICK)
118 8" NON-PERFORATED PLASTIC PIPE           LF           35.0000      3,850.00                                   108.500      3,797
    UNDERDRAIN
119 8" PERFORATED PLASTIC PIPE UNDERDRAIN    LF           12.0000     15,240.00                                 1,265.000     15,180
120 FILTER FABRIC                            SQYD          6.5000      9,620.00                                 1,480.000      9,620
121 PERMEABLE MATERIAL                       CY           87.0000     23,490.00                                   270.000     23,490
122 24" CORRUGATED STEEL PIPE DOWNDRAIN      LF          100.0000     41,000.00                                   408.000     40,800
    (.109" THICK)
123 8" CORRUGATED STEEL PIPE RISER           LF           85.0000      1,530.00                                    17.400      1,479
    (0.064" THICK)
124 18" STEEL FLARED END SECTION             EA        1,000.0000      2,000.00                                     2.000      2,000
125 ROCK SLOPE PROTECTION                    CY          270.0000      2,970.00                                    11.000      2,970
    (FACING, METHOD B)
126 SLOPE PAVING (CONCRETE)                  CY        3,900.0000      7,800.00                                     2.000      7,800
(F)
127 ROCK SLOPE PROTECTION FABRIC             SQYD          9.0000        270.00                                    30.000        270
128 MINOR CONCRETE (GUTTER)                  CY          470.0000     34,310.00                                    73.000     34,310
(F)
129 MISCELLANEOUS IRON AND STEEL             LB            1.0000     57,691.00                                57,691.000     57,691
(F)
130 ISOLATION CASING                         LB            5.0000     50,750.00                                10,150.000     50,750
(F)
PROGRAM CAS145                                                                                                               PAGE  6
DATE 08/03/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-2332A4
TIME 04:15 PM                                                                                                       ESTIMATE NO. 037
BID OPENING 09/08/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 02/20/15
R.E. NAME:  AL-JAMAL, ABDUL                                                                          DATE OF THIS ESTIMATE  08/03/15
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
131 BRIDGE DECK DRAINAGE SYSTEM              LB            6.0000     28,680.00                                 4,780.000     28,680
(F)
132 INCLINED SCREEN TYPE A GROSS SOLID       EA       30,000.0000     30,000.00                                     1.000     30,000
    REMOVAL DEVICE
133 INSTALL MEDIAN MILEAGE PANEL             EA           40.0000      1,520.00                                    36.000      1,440
134 METAL BEAM GUARD RAILING                 LF           22.0000     54,780.00                                 2,825.000     62,150
135 CONCRETE BARRIER (TYPE 60D MODIFIED)     LF           62.0000     77,128.00                                 1,244.000     77,128
(F)
136 CABLE RAILING                            LF           14.0000     17,696.00                                 1,264.000     17,696
(F)
137 TRANSITION RAILING (TYPE WB)             EA        3,400.0000     10,200.00                                     3.000     10,200
138 END ANCHOR ASSEMBLY (TYPE SFT)           EA          750.0000      3,000.00                                     5.000      3,750
139 ALTERNATIVE IN-LINE TERMINAL SYSTEM      EA        3,000.0000      9,000.00                                     3.000      9,000
140 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        2,500.0000      5,000.00                                     4.000     10,000
141 CONCRETE BARRIER (TYPE 60C)              LF          100.0000     80,000.00                                   669.000     66,900
142 CONCRETE BARRIER (TYPE 60D)              LF           37.0000    595,700.00                                16,100.000    595,700
143 CONCRETE BARRIER (TYPE 60C MOD)          LF          200.0000    486,000.00                                 2,430.000    486,000
144 CONCRETE BARRIER (TYPE 60VF)             LF          300.0000     26,700.00                                    89.000     26,700
145 CONCRETE BARRIER (TYPE 736 MODIFIED)     LF           51.0000    109,395.00                                 2,145.000    109,395
(F)
146 CONCRETE BARRIER (TYPE 736A MOD)         LF           48.0000    729,600.00                                15,167.000    728,016
147 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.4200     32,886.00                                81,091.000     34,058
148 8" THERMOPLASTIC TRAFFIC STRIPE          LF            1.5500      5,130.50                                 3,210.000      4,975
149 8" THERMOPLASTIC TRAFFIC STRIPE          LF            1.1000      4,070.00                                 3,832.000      4,215
    (BROKEN 12-3)
150 THERMOPLASTIC PAVEMENT MARKING           SQFT          3.0000     36,600.00                                 8,691.000     26,073
151 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.2000     28,400.00                               146,075.000     29,215
    (BROKEN 36-12)
152 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.2000         94.00                                   608.000        121
    (BROKEN 17-7)
153 PAINTED TRAFFIC STRIPE                   LF            0.2000     21,600.00                               109,073.000     21,814
154 PAVEMENT MARKER (NON-REFLECTIVE)         EA            1.1000     31,570.00                                31,208.000     34,328
155 PAVEMENT MARKER (RETROREFLECTIVE)        EA            3.0000     26,760.00                                 9,454.000     28,362
156 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS        2,000.0000      2,000.00                                     1.000      2,000
    SYSTEM ELEMENTS DURING CONSTRUCTION
157 MODIFY CLOSED CIRCUIT TELEVISION CAMERA  LS       29,000.0000     29,000.00                                     1.000     29,000
    SYSTEM
PROGRAM CAS145                                                                                                               PAGE  7
DATE 08/03/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-2332A4
TIME 04:15 PM                                                                                                       ESTIMATE NO. 037
BID OPENING 09/08/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 02/20/15
R.E. NAME:  AL-JAMAL, ABDUL                                                                          DATE OF THIS ESTIMATE  08/03/15
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
158 MODIFY RAMP METERING SYSTEM              LS       90,000.0000     90,000.00                                     1.000     90,000
159 MODIFY LIGHTING AND SIGN ILLUMINATION    LS      161,000.0000    161,000.00                                     1.000    161,000
160 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
161 ROADWAY EXCAVATION (TYPE Z-3)            CY          135.0000     29,700.00                                     0.000          0
    (AERIALLY DEPOSITED LEAD)
162 ROADWAY EXCAVATION (TYPE Y-1)            CY           20.0000    193,200.00      -190.000    -3,800.00          0.000          0
    (AERIALLY DEPOSITED LEAD)
163 LEAD COMPLIANCE PLAN                     LS       12,000.0000     12,000.00                                     1.000     12,000
164 ADL BURIAL LOCATION REPORT               LS        6,000.0000      6,000.00                                     0.000          0
165 STRUCTURE EXCAVATION (TYPE Z-3)          CY          140.0000     16,800.00                                     0.000          0
    (AERIALLY DEPOSITED LEAD)
166 STRUCTURE EXCAVATION (TYPE Y-1)          CY           25.0000     95,750.00                                     0.000          0
    (AERIALLY DEPOSITED LEAD)
PROGRAM CAS145                                                                                                               PAGE  8
DATE 08/03/15                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-2332A4
TIME 04:15 PM                                                                                                       ESTIMATE NO. 037
BID OPENING 09/08/11                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 02/20/15
R.E. NAME:  AL-JAMAL, ABDUL                                                                          DATE OF THIS ESTIMATE  08/03/15
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              355,900.00               39,802,157.93
         ADJUSTMENT OF COMPENSATION                                                            15,184.90                   13,601.77
         EXTRA WORK                                                                                 0.00                  772,586.74
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               371,084.90               40,588,346.44
167 MOBILIZATION                             LS    3,800,000.0000  3,800,000.00                                     1.000  3,800,000
         ORIGINAL CONTRACT AMOUNT                              43,630,802.04
    TOTAL WORK COMPLETED                                                                      371,084.90               44,388,346.44
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                           987,000.00               -3,791,500.00
    TOTAL                                                                                   1,358,084.90               40,596,846.44
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                              N O N E
DATE CONTR CONTRACT DATE WORK   BEGIN    JOB COM-    WORKING   WEATHER NON-   C.C.O.       OTHER        PERCENT     PERCENT TIME
 APPROVED    DAYS    STARTED   CONSTR   PLETED ON     DAYS     WORKING DAYS    DAYS        DAYS        COMPLETED       ELAPSED
  03/22/12     350   05/16/12  05/16/12  02/20/15       350         89            0           0            100%           100%
                                                                                  AL-JAMAL, ABDUL
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 08/03/15