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 12/23/13                                                    EST. NO.57
     TIME 09:21 AM
     R.E. NAME: BOTROS, SHERIF                                         07-117074
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
     101 0182       6,011.50 E.W. @ F.A.(+) 100113 N 5687.3
         0183       6,204.00                100213 N 5746.3
     106 0246      72,410.11 E.W. @ F.A.(+) 062213 N 5705.0
         0247       3,532.05                062213 N 5706.0
         0248       4,096.04                062213 N 5707.0
         0249     121,020.85                062213 N 5708.0
         0250       4,876.39                062213 N 5708.2
         0251         264.00                101713 N 5864.7
         0252         250.78                041813 N 5709.0
         0253       3,976.21                041613 N 5712.0
         0254       3,971.75                041513 N 5713.0
         0255         594.48                101613 N 5835.3
         0256      38,567.18                101913 N 5832.3
     109 0401       1,521.44 E.W. @ F.A.(+) 101613 N 5846.0
         0402       4,330.41                101813 N 5852.0
         0404       1,563.98                102213 N 5884.0
         0405       1,363.24                102113 N 5885.0
         0406       1,458.24                102313 N 5953.0
         0408         494.30                041313 N 4025.7
         0409         495.58                051113 N 4315.5
         0410         679.82                051013 N 4351.7
         0411         511.41                051613 N 4358.5
         0413         198.00                051813 N 4394.7
         0414         699.86                051713 N 4409.5
         0415         437.01                060213 N 4534.5
         0416         149.95                051113 N 4572.7
         0417         184.98                052813 N 4815.7
         0418         175.30                061613 N 4845.7
         0419         306.77                061513 N 4863.5
         0420         164.74                060113 N 4976.4
         0421         464.90                070813 N 5089.7
         0422         319.11                071013 N 5115.7
         0423         659.38                071113 N 5118.5
         0424         464.90                070913 N 5154.7
         0425         269.98                061513 N 5517.3
         0426       6,099.94                061513 N 4847.7
         0427          56.65                062913 N 4974.7
         0428         532.95                051413 N 5997.0
         0430       5,661.66                102013 N 5873.0
         0439      48,913.21                051113 N 4315.3
         0443         491.84                041113 N 3903.1
         0444      10,086.07                051013 N 4347.1
         0445       5,717.98                060813 N 5729.0
         0446       2,896.06                060813 N 5730.0
         0447     122,403.54                060813 N 6119.0
         0448      10,034.91                060813 N 6119.2
         0450         992.05                102313 N 5953.5
         0451         495.00                102813 N 6086.3
         0452       5,549.01                063013 N 6124.0
         0453         412.71                040913 N 5725.0
         0454       5,501.92                062913 N 5731.0
     PROGRAM CAS145   S C H E D U L E   O F   E X T R A   W O R K    PAGE NO.  2
     DATE 12/23/13                                                    EST. NO.57
     TIME 09:21 AM
     R.E. NAME: BOTROS, SHERIF                                         07-117074
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
         0455      84,982.91                062913 N 5732.0
         0456      15,685.92                063013 N 5733.0
         0457       4,601.08                063013 N 5734.0
         0458         413.56                041513 N 5752.0
         0459      10,857.31                063013 N 5754.0
         0460       1,902.38                101813 N 5845.5
         0461         594.48                101613 N 5846.3
         0462      10,063.97                101913 N 5831.3
         0463       1,440.30                102113 N 5885.3
     110 0242      77,960.83 E.W. @ F.A.(+) 092913 N 5881.0
         0246      10,965.43                091513 N 5787.5
         0267      86,474.62                050113 N 5944.0
         0268          46.90                042513 N 3808.8
         0269         388.60                060413 N 4562.5
         0270         412.50                060513 N 4567.7
         0271         191.73                060613 N 4655.7
         0272         330.00                050313 N 4994.7
         0273         550.00                080113 N 5337.3
         0274         660.00                080313 N 5455.5
         0275         957.00                080413 N 5487.3
         0276          90.64                091713 N 5596.3
         0277         379.50                092413 N 5656.3
         0278      34,830.75                091413 N 5677.4
         0280          22.66                100113 N 5822.3
         0281       3,573.60                091113 N 5991.0
         0282       1,340.90                092113 N 5993.0
         0283       3,305.50                091513 N 5994.0
         0284         605.25                090913 N 6002.0
         0285         209.25                091013 N 6003.0
         0286         209.25                091613 N 6004.0
         0287         209.25                091713 N 6005.0
         0288         209.25                091813 N 6006.0
         0289         209.25                091913 N 6007.0
         0290         209.25                092213 N 6008.0
         0291         209.25                092313 N 6009.0
         0292         209.25                092413 N 6010.0
         0293         209.25                092513 N 6011.0
         0294         209.25                092613 N 6012.0
         0312         102.99                091713 N 5737.5
         0313       2,543.02                092513 N 5749.3
         0314          86.88                091913 N 5766.3
         0315       1,538.49                091513 N 5787.7
         0316       4,125.00                092913 N 6065.5
         0317         322.30                111413 N 6090.0
         0318       1,088.42                080213 N 6116.0
         0319      38,537.43                092813 N 6118.0
         0320      10,681.52                092813 N 6125.0
         0321      11,652.43                091413 N 6126.0
         0322         666.59                092513 N 5653.3
         0323         185.63                092913 N 5748.7
         0325       1,210.00                092613 N 6132.0
     PROGRAM CAS145   S C H E D U L E   O F   E X T R A   W O R K    PAGE NO.  3
     DATE 12/23/13                                                    EST. NO.57
     TIME 09:21 AM
     R.E. NAME: BOTROS, SHERIF                                         07-117074
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
         0326       1,512.50                091413 N 6133.0
     114 0102       1,429.15 E.W. @ F.A.(+) 101913 N 5836.0
         0103       3,845.55                101613 N 5847.0
         0105       1,388.56                101913 N 5838.0
         0107         286.50                092313 N 5660.3
         0108          70.93                091913 N 5785.3
         0109       1,424.19                101613 N 5854.0
         0110         904.37                102113 N 5877.0
         0111       5,071.86                102113 N 5880.0
         0112         962.50                091113 N 5605.7
         0113         833.36                102413 N 5888.0
         0114         369.91                102413 N 5889.0
         0115       4,686.71                102413 N 5892.0
         0116         577.50                082613 N 5515.7
         0117         770.00                091613 N 5635.7
         0118         571.43                101113 N 5809.0
         0119         975.00                100213 N 5821.0
         0120       1,458.24                102313 N 5954.0
         0121       1,064.88                101613 N 5955.0
         0122       2,808.60                101513 N 5956.0
         0124          35.30                072313 N 5177.7
         0125         533.50                092613 N 5671.3
         0126         478.50                100813 N 5792.3
         0127         808.50                101113 N 5827.3
         0128       1,873.35                110113 N 5970.0
         0129       2,222.95                103113 N 5972.0
         0130       1,446.51                102913 N 5978.0
         0131         938.89                101613 N 5980.0
         0132         938.89                102413 N 5981.0
         0133       5,838.38                102913 N 5982.0
         0134       3,704.61                110113 N 5988.0
         0135       1,433.49                110113 N 5989.0
         0136         330.00                072413 N 5171.5
         0137         660.00                072313 N 5177.9
         0138       1,407.71                092613 N 5669.3
         0139          90.64                093013 N 5683.3
         0140          90.64                092713 N 5763.3
         0141         710.01                100813 N 5783.3
         0142       1,230.90                092413 N 6000.0
         0146       1,270.72                101713 N 5863.0
         0147       1,992.38                102013 N 5874.0
         0148       1,884.80                102313 N 5911.0
         0149         384.37                110113 N 6024.0
         0150       4,149.04                110413 N 6027.0
         0151         769.45                110513 N 6030.0
         0152       2,505.24                110213 N 6031.0
         0153       1,263.38                102613 N 6033.0
         0154         938.89                102313 N 6034.0
         0155       4,645.92                102313 N 6035.0
         0156       5,346.79                102013 N 6036.0
         0157       5,080.98                101213 N 6037.0
     PROGRAM CAS145   S C H E D U L E   O F   E X T R A   W O R K    PAGE NO.  4
     DATE 12/23/13                                                    EST. NO.57
     TIME 09:21 AM
     R.E. NAME: BOTROS, SHERIF                                         07-117074
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
         0158       3,937.90                101213 N 6038.0
         0159       6,275.86                101213 N 6041.0
         0160       4,823.24                101213 N 6042.0
         0161       7,295.52                101213 N 6043.0
         0162       4,960.65                101013 N 5797.0
         0163       1,269.81                100713 N 5808.0
         0214       1,897.50                072213 N 5175.7
         0215          96.53                091613 N 5635.9
         0216          25.74                092613 N 5671.5
         0217       3,531.00                101213 N 6038.3
         0218       1,574.25                111413 N 6111.0
         0219       1,556.13                080213 N 6117.0
         0220         264.00                101713 N 5863.5
         0221         742.50                102413 N 5888.5
         0222       5,391.90                101913 N 5933.0
         0223         229.49                110113 N 5970.3
         0224         314.75                103113 N 5972.3
         0225         702.36                102913 N 5982.5
         0226         674.99                101213 N 6041.5
         0227         893.97                110613 N 6057.3
         0228          55.64                110713 N 6080.3
         0229       1,516.36                102813 N 6087.3
         0230       4,202.44                092813 N 6120.0
         0231       2,264.49                101113 N 5827.7
         0232       1,385.46                101613 N 5847.3
         0233       2,177.52                100813 N 5792.5
         0234       1,047.70                101013 N 5795.0
         0235          44.33                100713 N 5808.3
         0236       1,011.14                100713 N 5815.5
         0237          53.20                100113 N 5825.3
         0238       1,861.20                101613 N 5834.3
         0239       1,891.56                101813 N 5862.5
         0240       5,071.23                102813 N 5908.0
         0241          70.93                092813 N 6120.3
                1,092,123.42  TOTAL THIS ESTIMATE
               13,952,912.61  TOTAL PREVIOUS ESTIMATE
               15,045,036.03  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 12/23/13                                                    EST. NO.57
     TIME 09:21 AM
     R.E. NAME: BOTROS, SHERIF                                         07-117074
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     OUT OF STATE INSPECT       -13,756.82   12
     OUT OF ST INSP/2ND         -13,756.82   21
     B.P BRIDGE NON-COMP         -7,997.68   25
     SOLID WASTE FORM           -10,000.00   29
     MATERIAL TESTING DED          -800.00   31
     ITEM136 FOR BESS POC        -5,000.00   34
     COMP STRENGTH CIDH          -3,960.00   39
     ANNUAL SOLID WASTE F       -10,000.00   41
                                                            0.00      -65,271.32
     LABOR COMPLIANCE VIOLATION
     8-5-11 TO 1-27-12           -7,500.00   30
     PAYROLLS 8/11-2/12          -5,000.00   31
     8-5-11 TO 1-27-12            7,500.00   31
     MISSING PAYROLLS           -10,000.00   34
     MISSING PAYROLLS            10,000.00   37
     PAYROLLS 8/11-2/12          -5,000.00   37
     PAYROLLS 8/11-2/12           5,000.00   39
     PAYROLLS 8/11-2/12           5,000.00   39
     MISSING PAYROLLS           -10,000.00   42
     MISSING MAY CPR'S          -10,000.00   46
     MISSING MAY CPR'S           10,000.00   47
     MISSING PAYROLLS            10,000.00   50
                                                            0.00            0.00
                              TOTAL DEDUCTIONS              0.00      -65,271.32
PROGRAM CAS145                                                                                                               PAGE  1
DATE 12/23/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-117074
TIME 09:21 AM                                                                                                        ESTIMATE NO. 57
BID OPENING 03/19/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/13
R.E. NAME:  BOTROS, SHERIF                                                                           DATE OF THIS ESTIMATE  12/23/13
        LOCATION                                        PROGRESS ESTIMATE
07-LA-10-31.2/33.4                                      -----------------
                                FLATIRON WEST, INC.                                       IN LOS ANGELES COUNTY IN BALDWIN
                                1201 BALDWIN PARK BLVD.                                   PARK FROM ROUTE 605/10 SEPARATION
                                BALDWIN PARK CA  91706                                    TO 0.2 KM WEST OF PUENTE AVENUE
                                                                                          UNDERCROSSING
FED. AID NO. HP21-6207(48)   ,CMLN-6207(48)
                                                                                          CONSTRUCT HOV LANES
------------------------------------------------------------------------------------------------------------------------------------
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        5,000.0000      5,000.00                                     0.250      1,250
002 TIME-RELATED OVERHEAD                    WDAY      3,700.0000  2,812,000.00                                   815.000  3,015,500
003 TEMPORARY SUPPORT                        LS       27,000.0000     27,000.00                                     1.000     27,000
004 CONSTRUCTION SITE MANAGEMENT             LS      180,000.0000    180,000.00                                     1.000    180,000
005 PREPARE STORM WATER POLLUTION            LS          500.0000        500.00                                     0.500        250
(S) PREVENTION PLAN
006 TEMPORARY SILT FENCE                     M            14.0000     15,120.00                                 4,890.000     68,460
007 TEMPORARY DRAINAGE INLET PROTECTION      EA        1,000.0000      8,000.00                                    37.000     37,000
008 STREET SWEEPING                          LS      120,000.0000    120,000.00                                     1.000    120,000
009 TEMPORARY CONCRETE WASHOUT (PORTABLE)    LS      146,000.0000    146,000.00                                     1.000    146,000
010 CONSTRUCTION AREA SIGNS                  LS      100,000.0000    100,000.00         0.020     2,000.00          0.703     70,300
(S)
011 TRAFFIC CONTROL SYSTEM                   LS      500,000.0000    500,000.00                                     1.000    500,000
(S)
012 TYPE III BARRICADE                       EA          123.0000      5,904.00                                    30.000      3,690
(S)
013 CHANNELIZER (SURFACE MOUNTED)            EA           20.0000      9,000.00                                   552.000     11,040
(S)
014 TEMPORARY TERMINAL SECTION (TYPE K)      EA        1,000.0000      5,000.00                                     4.000      4,000
(S)
015 TEMPORARY RAILING (TYPE K)               M            25.0000    807,500.00                                29,790.590    744,764
016 TEMPORARY CRASH CUSHION MODULE           EA          250.0000    205,000.00                                   963.000    240,750
(S)
017 ABANDON SEWER PIPE                       M            50.0000      3,350.00                                    67.000      3,350
018 REMOVE CHAIN LINK FENCE                  M            15.0000     68,250.00                                 5,566.000     83,490
(S)
019 REMOVE METAL BEAM GUARD RAILING          M            26.0000     56,420.00                                 2,170.000     56,420
(S)
020 REMOVE YELLOW THERMOPLASTIC TRAFFIC      M             2.5000     23,475.00                                 9,390.000     23,475
(S) STRIPE
021 REMOVE PAINTED TRAFFIC STRIPE            M             1.3500     47,655.00                                35,300.000     47,655
(S)
022 REMOVE THERMOPLASTIC TRAFFIC STRIPE      M             1.3500     25,110.00                                13,513.800     18,243
(S)
PROGRAM CAS145                                                                                                               PAGE  2
DATE 12/23/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-117074
TIME 09:21 AM                                                                                                        ESTIMATE NO. 57
BID OPENING 03/19/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/13
R.E. NAME:  BOTROS, SHERIF                                                                           DATE OF THIS ESTIMATE  12/23/13
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
023 REMOVE THERMOPLASTIC PAVEMENT MARKING    M2           35.0000      1,750.00                                   127.340      4,456
(S)
024 REMOVE PAVEMENT MARKER                   EA            1.0000     24,200.00                                24,200.000     24,200
(S)
025 REMOVE SIGN STRUCTURE                    EA        2,500.0000     50,000.00                                    20.000     50,000
(S)
026 REMOVE BRIDGE MOUNTED SIGN               EA        2,000.0000      6,000.00                                     3.000      6,000
027 REMOVE PIPE                              M            54.0000     46,980.00                                   346.500     18,711
028 REMOVE INLET                             EA          860.0000     12,040.00                                    14.000     12,040
029 REMOVE HEADWALL                          EA          900.0000      3,600.00                                     4.000      3,600
030 REMOVE DOWNDRAIN                         M            56.0000      4,032.00                                    72.000      4,032
031 REMOVE SEWER MANHOLE                     EA        1,600.0000     24,000.00                                    15.000     24,000
(S)
032 REMOVE MANHOLE                           EA        1,700.0000      3,400.00                                     4.000      6,800
033 REMOVE CATCH BASIN                       EA        1,700.0000      5,100.00                                     1.000      1,700
034 REMOVE RETAINING WALL                    M3           86.0000     16,340.00                                   190.340     16,369
035 REMOVE SEWER PIPE                        M            42.0000     41,160.00                                   980.000     41,160
(S)
036 REMOVE CONCRETE PAVEMENT                 M2           18.0000      7,560.00                                   420.000      7,560
037 SALVAGE METAL BRIDGE RAILING             M            20.0000     10,700.00                                   535.000     10,700
038 RELOCATE ROADSIDE SIGN-TWO POST          EA          350.0000        350.00                                     0.000          0
039 ADJUST MANHOLE TO GRADE                  EA        1,400.0000      8,400.00                                     6.000      8,400
040 REMOVE CONCRETE (CURB AND GUTTER)        M             9.0000     92,700.00                                10,300.000     92,700
041 REMOVE CONCRETE SIDEWALK                 M2            6.0000     36,840.00                                 6,140.000     36,840
042 REMOVE CONCRETE BARRIER                  M            40.0000    147,200.00                                 3,176.350    127,054
043 PREPARE CONCRETE BRIDGE DECK SURFACE     M2           10.0000      7,030.00                                   621.000      6,210
044 REMOVE CONCRETE BARRIER (TYPE K)         M            10.0000     10,600.00                                 1,060.000     10,600
045 REMOVE CONCRETE (MISCELLANEOUS)          M3        1,800.0000     23,400.00                                     2.520      4,536
046 CAP INLET                                EA        1,400.0000      1,400.00                                     1.000      1,400
047 REMOVE CRASH CUSHION                     EA          950.0000      1,900.00                                     2.000      1,900
048 BRIDGE REMOVAL, LOCATION E               LS      345,000.0000    345,000.00                                     1.000    345,000
049 BRIDGE REMOVAL, LOCATION F               LS      110,000.0000    110,000.00                                     1.000    110,000
PROGRAM CAS145                                                                                                               PAGE  3
DATE 12/23/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-117074
TIME 09:21 AM                                                                                                        ESTIMATE NO. 57
BID OPENING 03/19/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/13
R.E. NAME:  BOTROS, SHERIF                                                                           DATE OF THIS ESTIMATE  12/23/13
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
050 BRIDGE REMOVAL, LOCATION G               LS      250,000.0000    250,000.00                                     1.000    250,000
051 BRIDGE REMOVAL, LOCATION H               LS      150,000.0000    150,000.00                                     1.000    150,000
052 BRIDGE REMOVAL (PORTION), LOCATION A     LS       75,000.0000     75,000.00                                     1.000     75,000
053 BRIDGE REMOVAL (PORTION), LOCATION B     LS       70,000.0000     70,000.00                                     1.000     70,000
054 BRIDGE REMOVAL (PORTION), LOCATION C     LS       62,000.0000     62,000.00                                     1.000     62,000
055 BRIDGE REMOVAL (PORTION), LOCATION D     LS       35,000.0000     35,000.00                                     1.000     35,000
056 JACKING SUPERSTRUCTURE (LOCATION C)      LS      120,000.0000    120,000.00                                     1.000    120,000
(S)
057 JACKING SUPERSTRUCTURE (LOCATION D)      LS      100,000.0000    100,000.00                                     1.000    100,000
(S)
058 CLEARING AND GRUBBING                    LS      125,000.0000    125,000.00                                     1.000    125,000
059 ROADWAY EXCAVATION                       M3           39.0000  1,935,960.00                                44,412.170  1,732,074
060 ROADWAY EXCAVATION (TYPE Z-2)            M3          120.0000  1,560,000.00                                     0.000          0
    (AERIALLY DEPOSITED LEAD)
061 ROADWAY EXCAVATION (TYPE Z-3)            M3          265.0000  1,187,200.00                                     0.000          0
    (AERIALLY DEPOSITED LEAD)
062 ROADWAY EXCAVATION (TYPE Y-2)            M3           12.0000    306,000.00                                41,678.200    500,138
    (AERIALLY DEPOSITED LEAD)
063 LEAD COMPLIANCE PLAN                     LS        2,500.0000      2,500.00                                     1.000      2,500
(S)
064 STRUCTURE EXCAVATION (BRIDGE)            M3           25.0000     37,475.00                                 6,220.000    155,500
(F)
065 STRUCTURE EXCAVATION (RETAINING WALL)    M3          900.0000     70,200.00                                    78.000     70,200
(F)
066 STRUCTURE EXCAVATION (TIEBACK WALL)      M3          600.0000     89,400.00                                   372.000    223,200
(F)
067 STRUCTURE EXCAVATION (TYPE Z-2)          M3          185.0000  3,769,005.00                                     0.000          0
(F) (AERIALLY DEPOSITED LEAD)
068 STRUCTURE EXCAVATION (TYPE Z-3)          M3          570.0000    733,590.00                                     0.000          0
(F) (AERIALLY DEPOSITED LEAD)
069 STRUCTURE EXCAVATION (TYPE Y-2)          M3           60.0000    262,320.00                                20,825.000  1,249,500
(F) (AERIALLY DEPOSITED LEAD)
070 STRUCTURE BACKFILL (BRIDGE)              M3           54.0000    585,252.00                                10,680.000    576,720
(F)
071 STRUCTURE BACKFILL (RETAINING WALL)      M3           30.0000    631,170.00                                21,039.000    631,170
(F)
072 STRUCTURE BACKFILL (TIEBACK WALL)        M3          400.0000     10,400.00                                     0.000          0
(F)
073 PERVIOUS BACKFILL MATERIAL               M3        1,000.0000     28,000.00                                    28.000     28,000
(F)
074 PERVIOUS BACKFILL MATERIAL (RETAINING    M3           85.0000    152,235.00                                 1,791.000    152,235
(F) WALL)
075 SAND BACKFILL                            M3          130.0000     19,500.00                                     0.000          0
076 HIGHWAY PLANTING                         LS      435,000.0000    435,000.00                                     0.000          0
(S)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 12/23/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-117074
TIME 09:21 AM                                                                                                        ESTIMATE NO. 57
BID OPENING 03/19/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/13
R.E. NAME:  BOTROS, SHERIF                                                                           DATE OF THIS ESTIMATE  12/23/13
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
077 EROSION CONTROL (TYPE D)                 M2            1.5000      7,515.00                                     0.000          0
(S)
078 TRANSPLANT PALM TREE                     EA        1,300.0000      9,100.00                                     0.000          0
(S)
079 MAINTAIN EXISTING PLANTED AREAS          LS       35,000.0000     35,000.00                                     0.500     17,500
(S)
080 PLANT ESTABLISHMENT WORK                 LS       70,000.0000     70,000.00                                     0.000          0
(S)
081 IRRIGATION SYSTEM                        LS      550,000.0000    550,000.00                                     0.014      7,700
(S)
082 NPS 2 SUPPLY LINE (BRIDGE)               M           330.0000     38,610.00                                   117.000     38,610
(F)
083 NPS 3 SUPPLY LINE (BRIDGE)               M           395.0000     22,120.00                                    56.000     22,120
(F)
084 WATER METER                              EA        4,400.0000     44,000.00                                     0.000          0
(S)
085 250 MM CORRUGATED HIGH DENSITY           M           190.0000     45,600.00                                   240.000     45,600
(S) POLYETHYLENE PIPE CONDUIT
086 CLASS 2 AGGREGATE BASE                   M3           60.0000        360.00                                   174.000     10,440
087 ROCK GRAVEL                              TONN        200.0000     10,000.00                                     0.000          0
088 CLASS 3 AGGREGATE BASE                   M3           50.0000  1,325,000.00                                20,976.500  1,048,825
089 LEAN CONCRETE BASE                       M3          125.0000  1,875,000.00                                11,846.840  1,480,855
090 LEAN CONCRETE BASE (RAPID SETTING)       M3          205.0000    305,450.00                                   921.080    188,821
091 HOT MIX ASPHALT                          TONN         70.0000  2,863,000.00                                36,253.360  2,537,735
092 GEOSYNTHETIC PAVEMENT INTERLAYER         M2            2.0000     18,400.00                                 9,857.200     19,714
093 PLACE HOT MIX ASPHALT DIKE               M             8.0000     10,160.00                                   803.000      6,424
094 CONCRETE PAVEMENT                        M3          187.0000  4,151,400.00                                16,772.370  3,136,433
095 CONCRETE PAVEMENT                        M3          430.0000  1,363,100.00                                 1,921.800    826,374
    (RAPID STRENGTH CONCRETE)
096 SEAL PAVEMENT JOINT                      M            20.0000    386,000.00                                 1,597.000     31,940
097 SEAL LONGITUDINAL ISOLATION JOINT        M            15.0000    300,000.00                                 6,369.050     95,535
098 TIE BAR                                  EA            8.0000    221,600.00                                13,592.000    108,736
099 DOWEL BAR                                EA           11.0000    696,300.00                                49,482.000    544,302
100 300 MM DRILLED HOLE                      M            95.0000     25,080.00                                   264.000     25,080
(S)
101 400 MM CAST-IN-DRILLED-HOLE CONCRETE     M            93.0000    700,290.00                                 5,943.770    552,770
(S) PILING
102 600 MM CAST-IN-DRILLED-HOLE CONCRETE     M           185.0000    880,785.00                                 5,250.220    971,290
(S) PILING
103 1.372 M CAST-IN-DRILLED-HOLE CONCRETE    M         1,900.0000    948,100.00                                   506.000    961,400
(S) PILING
PROGRAM CAS145                                                                                                               PAGE  5
DATE 12/23/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-117074
TIME 09:21 AM                                                                                                        ESTIMATE NO. 57
BID OPENING 03/19/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/13
R.E. NAME:  BOTROS, SHERIF                                                                           DATE OF THIS ESTIMATE  12/23/13
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
104 1.8 M CAST-IN-DRILLED-HOLE CONCRETE      M         4,000.0000    908,000.00                                   227.000    908,000
(S) PILING
105 PRESTRESSING CAST-IN-PLACE CONCRETE      LS      240,000.0000    240,000.00                                     1.000    240,000
(S)
106 TIEBACK ANCHOR                           EA        3,500.0000    364,000.00                                   104.000    364,000
(S)
107 STRUCTURAL CONCRETE, CIP WALL FACE       M3          840.0000     99,960.00                                   119.000     99,960
(F)
108 STRUCTURAL CONCRETE, BRIDGE FOOTING      M3          760.0000  1,424,240.00                                 1,874.360  1,424,513
(F)
109 STRUCTURAL CONCRETE, BRIDGE              M3          740.0000  4,967,620.00                                 6,607.000  4,889,180
(F)
110 STRUCTURAL CONCRETE, RETAINING WALL      M3          475.0000  3,477,000.00                                 7,302.920  3,468,887
(F)
111 STRUCTURAL CONCRETE, APPROACH SLAB       M3          800.0000    602,400.00                                   753.000    602,400
(F) (TYPE N)
112 MINOR CONCRETE (MINOR STRUCTURE)         M3        1,400.0000    135,380.00                                    92.759    129,862
(F)
113 MINOR CONCRETE (BOX CULVERT)             M3        1,200.0000     92,760.00                                    77.300     92,760
(F)
114 MINOR CONCRETE (BACKFILL)                M3          260.0000      3,640.00                                     0.000          0
115 MINOR CONCRETE (HEADWALL)                M3        1,400.0000      2,240.00                                     0.000          0
(F)
116 CORRUGATED TEXTURE                       M2          100.0000     12,800.00                                   121.600     12,160
(F)
117 PALM TREE BARK TEXTURE                   M2           81.0000     34,425.00                                   400.000     32,400
(F)
118 DRILL AND BOND DOWEL                     M            25.0000      7,025.00                                   207.170      5,179
119 FURNISH PRECAST PRESTRESSED CONCRETE     M2          850.0000    216,750.00                                   255.000    216,750
(SF)SLAB (TYPE SII) (MOD)
120 ERECT PRECAST PRESTRESSED CONCRETE DECK  M2          214.0000     54,570.00                                   255.000     54,570
(S) UNIT
121 REFINISH BRIDGE DECK                     M2          200.0000     18,200.00                                    91.000     18,200
122 FURNISH POLYESTER CONCRETE OVERLAY       M3        3,500.0000     45,500.00                                    12.220     42,770
123 PLACE POLYESTER CONCRETE OVERLAY         M2           45.0000     31,635.00                                   621.000     27,945
(F)
124 SOUND WALL (MASONRY BLOCK)               M2          160.0000  2,480,480.00                                11,596.600  1,855,456
(F)
125 PTFE SPHERICAL BEARING                   EA        4,000.0000     84,000.00                                    20.000     80,000
(S)
126 JOINT SEAL (TYPE AL)                     M            85.0000      5,270.00         1.900       161.50         19.970      1,697
(S)
127 JOINT SEAL (MR 30 MM)                    M           135.0000     19,845.00        37.000     4,995.00        178.340     24,075
(S)
128 JOINT SEAL (MR 15 MM)                    M           130.0000      8,450.00                                    12.000      1,560
(S)
129 JOINT SEAL (MR 50 MM)                    M           200.0000     16,800.00        44.000     8,800.00        141.000     28,200
(S)
130 BAR REINFORCING STEEL (CIP WALL FACE)    KG            2.0000    129,990.00                                64,995.000    129,990
(SF)
PROGRAM CAS145                                                                                                               PAGE  6
DATE 12/23/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-117074
TIME 09:21 AM                                                                                                        ESTIMATE NO. 57
BID OPENING 03/19/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/13
R.E. NAME:  BOTROS, SHERIF                                                                           DATE OF THIS ESTIMATE  12/23/13
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
131 BAR REINFORCING STEEL (BRIDGE)           KG            1.0000  1,643,978.00                             1,637,326.200  1,637,326
(SF)
132 BAR REINFORCING STEEL (RETAINING WALL)   KG            1.7000    915,951.50                               521,263.570    886,148
(SF)
133 BAR REINFORCING STEEL (BOX CULVERT)      KG            1.5000     11,962.50                                 7,975.000     11,962
(SF)
134 HEADED BAR REINFORCEMENT                 EA            7.0000     16,940.00                                 2,420.000     16,940
(SF)
135 SHOTCRETE                                M3          550.0000     75,350.00                                   137.000     75,350
(F)
136 STRUCTURAL STEEL (BRIDGE)                KG            3.0000  2,150,070.00                               716,690.000  2,150,070
(SF)
137 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED   KG           15.0000    174,495.00                                11,633.000    174,495
(F) WITH WALKWAY)
138 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED   KG            2.5000     29,082.50                                11,633.000     29,082
(SF)WITH WALKWAY)
139 FURNISH SIGN STRUCTURE (TRUSS)           KG           11.0000  2,604,492.00                               236,772.000  2,604,492
(F)
140 INSTALL SIGN STRUCTURE (TRUSS)           KG            0.3500     82,870.20                               236,772.000     82,870
(SF)
141 FURNISH FORMED PANEL SIGN (OVERHEAD)     M2           90.0000     56,700.00                                   630.000     56,700
142 FURNISH SINGLE SHEET ALUMINUM SIGN       M2           60.0000      3,180.00                                    53.000      3,180
    (1.6 MM-UNFRAMED)
143 FURNISH SINGLE SHEET ALUMINUM SIGN       M2           66.0000      4,884.00                                    74.000      4,884
    (2.0 MM-UNFRAMED)
144 1524 MM CAST-IN-DRILLED-HOLE             M         2,500.0000    350,000.00                                   149.980    374,950
(S) CONCRETE PILE (SIGN FOUNDATION)
145 METAL (BARRIER MOUNTED SIGN)             KG           20.0000     37,200.00                                     0.000          0
146 METAL (SOUND WALL MOUNTED SIGN)          KG           17.0000     70,210.00                                     0.000          0
147 ROADSIDE SIGN - ONE POST                 EA          500.0000     14,000.00                                     0.000          0
148 ROADSIDE SIGN - TWO POST                 EA          900.0000      1,800.00                                     0.000          0
149 INSTALL SIGN (STRAP AND SADDLE BRACKET   EA          125.0000        875.00                                     0.000          0
    METHOD)
150 INSTALL SIGN PANEL ON SOUND WALL         EA          300.0000      3,900.00                                     0.000          0
151 CLEAN AND PAINT STRUCTURAL STEEL         LS      100,000.0000    100,000.00                                     1.000    100,000
(S)
152 450 MM REINFORCED CONCRETE PIPE          M           150.0000    103,500.00                                   450.300     67,545
153 600 MM REINFORCED CONCRETE PIPE          M           260.0000     36,400.00                                   109.050     28,353
154 750 MM REINFORCED CONCRETE PIPE          M           900.0000      8,100.00                                    20.000     18,000
155 1000 MM REINFORCED CONCRETE PIPE         M           460.0000     87,400.00                                   190.000     87,400
156 450 MM CORRUGATED STEEL PIPE             M           300.0000     18,900.00                                    17.300      5,190
    (2.01 MM THICK)
157 600 MM CORRUGATED STEEL PIPE             M           285.0000     18,810.00                                     0.000          0
    (2.01 MM THICK)
PROGRAM CAS145                                                                                                               PAGE  7
DATE 12/23/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-117074
TIME 09:21 AM                                                                                                        ESTIMATE NO. 57
BID OPENING 03/19/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/13
R.E. NAME:  BOTROS, SHERIF                                                                           DATE OF THIS ESTIMATE  12/23/13
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
158 GRATED LINE DRAIN                        M           300.0000     93,000.00                                     0.000          0
159 450 MM STEEL FLARED END SECTION          EA          398.0000      1,194.00                                     1.000        398
160 600 MM STEEL FLARED END SECTION          EA          488.0000        488.00                                     0.000          0
161 900 MM PRECAST CONCRETE PIPE MANHOLE     M         1,045.0000      4,180.00                                     0.000          0
162 200 MM VITRIFIED CLAY PIPE               M           490.0000     73,500.00                                   150.000     73,500
(S)
163 250 MM VITRIFIED CLAY PIPE               M           520.0000    104,000.00                                   200.000    104,000
(S)
164 300 MM VITRIFIED CLAY PIPE               M           400.0000    216,000.00                                   540.000    216,000
(S)
165 530 MM VITRIFIED CLAY PIPE               M           620.0000     99,200.00                                   160.000     99,200
(S)
166 CONCRETE SEWER MANHOLE                   EA        7,700.0000    161,700.00                                    24.000    184,800
(S)
167 ROCK SLOPE PROTECTION                    M3          400.0000     64,000.00                                     0.000          0
    (FACING, METHOD B)
168 SLOPE PAVING (CONCRETE)                  M3          650.0000     31,850.00                                    49.000     31,850
(F)
169 MINOR CONCRETE (DITCH LINING)            M3          880.0000      1,144.00                                     9.000      7,920
170 ROCK SLOPE PROTECTION FABRIC (TYPE A)    M2            9.0000        216.00                                     0.000          0
171 MINOR CONCRETE (MISCELLANEOUS            M3          460.0000    713,000.00                                 1,881.479    865,480
    CONSTRUCTION)
172 MINOR CONCRETE (GUTTER)                  M           190.0000      5,700.00                                    30.000      5,700
(F)
173 MINOR CONCRETE (STAMPED CONCRETE)        M2           82.0000    984,000.00                                 6,550.270    537,122
174 MISCELLANEOUS IRON AND STEEL             KG            3.0000     17,214.00                                    55.000        165
(SF)
175 MISCELLANEOUS IRON AND STEEL             KG            3.5000     12,201.00                                     0.000          0
(SF)(SEWER SYSTEM)
176 ISOLATION CASING                         KG            3.0000     63,270.00                                21,090.000     63,270
(SF)
177 MISCELLANEOUS METAL (BRIDGE)             KG           12.0000     37,200.00                                 3,100.000     37,200
(SF)
178 BRIDGE DECK DRAINAGE SYSTEM              KG           15.0000     48,330.00                                 1,672.000     25,080
(SF)
179 CHAIN LINK FENCE (TYPE CL-1.8)           M            64.0000     21,120.00                                   122.000      7,808
(S)
180 CHAIN LINK FENCE (TYPE CL-3.0,           M           445.0000     67,195.00                                   151.000     67,195
(SF)VINYL-CLAD)
181 INSTALL MEDIAN MILEAGE PANEL             EA          100.0000      1,000.00                                     0.000          0
182 METAL BEAM GUARD RAILING                 M            53.0000     20,140.00                                   192.440     10,199
(S)
183 CHAIN LINK RAILING (TYPE 7)              M           260.0000    224,380.00                                   934.000    242,840
(SF)
184 PIPE HANDRAILING                         M            76.0000     28,044.00                                   369.000     28,044
(SF)
PROGRAM CAS145                                                                                                               PAGE  8
DATE 12/23/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-117074
TIME 09:21 AM                                                                                                        ESTIMATE NO. 57
BID OPENING 03/19/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/13
R.E. NAME:  BOTROS, SHERIF                                                                           DATE OF THIS ESTIMATE  12/23/13
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
185 TUBULAR HANDRAILING                      M           285.0000     14,535.00                                    51.000     14,535
(SF)
186 CONCRETE BARRIER (TYPE 26)               M           535.0000    226,305.00                                   423.000    226,305
(F)
187 CONCRETE BARRIER (TYPE 26A)              M           470.0000     31,490.00                                    67.000     31,490
(F)
188 CABLE RAILING                            M            75.0000     42,600.00                                   105.000      7,875
(SF)
189 TRANSITION RAILING (TYPE WB)             EA        5,000.0000     95,000.00                                    13.600     68,000
(S)
190 TRANSITION RAILING (TYPE DTB)            EA        5,300.0000      5,300.00                                     0.000          0
(S)
191 TERMINAL SYSTEM (TYPE CAT)               EA        7,200.0000     21,600.00                                     1.000      7,200
(S)
192 TERMINAL SYSTEM (TYPE CAT) BACKUP        EA          450.0000      1,350.00                                     1.000        450
(S)
193 END ANCHOR ASSEMBLY (TYPE SFT)           EA          680.0000      1,360.00                                     1.000        680
(S)
194 ALTERNATIVE IN-LINE TERMINAL SYSTEM      EA        3,500.0000     31,500.00                                     7.000     24,500
(S)
195 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        2,700.0000     35,100.00                                    15.000     40,500
(S)
196 CRASH CUSHION (REACT 9SCBS)              EA       74,000.0000    296,000.00                                     0.000          0
(S)
197 CRASH CUSHION (TYPE WIDETRACC)           EA       26,200.0000     52,400.00                                     1.000     26,200
(S)
198 CONCRETE BARRIER (TYPE 60)               M           184.0000     40,480.00                                   175.000     32,200
199 CONCRETE BARRIER (TYPE 60D)              M           130.0000    200,200.00                                   376.400     48,932
200 CONCRETE BARRIER (TYPE 60E)              M           470.0000     18,800.00                                    40.000     18,800
201 CONCRETE BARRIER (TYPE 60G)              M           280.0000    879,200.00                                 3,048.430    853,560
202 CONCRETE BARRIER (TYPE 60 GA) (MOD)      M           700.0000     78,400.00                                   112.000     78,400
203 CONCRETE BARRIER (TYPE 60GC)             M           270.0000     70,200.00                                     0.000          0
204 CONCRETE BARRIER (TYPE 60GR)             M         1,030.0000    309,000.00                                   227.010    233,820
205 CONCRETE BARRIER (TYPE 732)              M           240.0000     27,120.00                                   113.000     27,120
(F)
206 CONCRETE BARRIER (TYPE 736)              M           235.0000     60,630.00                                   258.000     60,630
(F)
207 CONCRETE BARRIER (TYPE 736A)             M             6.0000     14,160.00                                    60.000        360
(F)
208 CONCRETE BARRIER (TYPE 736 MODIFIED)     M           325.0000     44,525.00                                   137.000     44,525
209 CONCRETE BARRIER (TYPE 736A MODIFIED)    M           230.0000    489,900.00                                 2,086.760    479,954
210 CONCRETE BARRIER (TYPE 736B)             M           390.0000    292,500.00                                   523.000    203,970
211 CONCRETE BARRIER (TYPE 736SV)            M           350.0000    899,500.00                                 2,277.580    797,153
PROGRAM CAS145                                                                                                               PAGE  9
DATE 12/23/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-117074
TIME 09:21 AM                                                                                                        ESTIMATE NO. 57
BID OPENING 03/19/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/13
R.E. NAME:  BOTROS, SHERIF                                                                           DATE OF THIS ESTIMATE  12/23/13
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
212 THERMOPLASTIC PAVEMENT MARKING           M2           27.0000     45,090.00                                   100.400      2,710
(S)
213 100 MM THERMOPLASTIC TRAFFIC STRIPE      M             1.2000     51,840.00                                19,037.100     22,844
(S)
214 200 MM THERMOPLASTIC TRAFFIC STRIPE      M             3.0000      7,650.00                                13,583.000     40,749
(S)
215 200 MM THERMOPLASTIC TRAFFIC STRIPE      M             2.0000      4,380.00                                 2,190.000      4,380
(S) (BROKEN 3.66 M - 0.92 M)
216 100 MM THERMOPLASTIC TRAFFIC STRIPE      M             0.7000     16,660.00                                23,800.000     16,660
(S) (BROKEN 10.98 M - 3.66 M)
217 100 MM THERMOPLASTIC TRAFFIC STRIPE      M             0.7000        315.00                                   450.000        315
(S) (BROKEN 5.18 M - 2.14 M)
218 200 MM THERMOPLASTIC TRAFFIC STRIPE      M             2.0000      1,760.00                                   560.000      1,120
(S) (BROKEN 10.98 M - 3.66 M)
219 PAINT TRAFFIC STRIPE (2-COAT)            M             0.7000     78,400.00                               114,884.100     80,418
(S)
220 PAINT PAVEMENT MARKING (2-COAT)          M2           33.0000      4,950.00                                   443.800     14,645
(S)
221 PAVEMENT MARKER (NON-REFLECTIVE)         EA            1.4500     29,000.00                                20,000.000     29,000
(S)
222 PAVEMENT MARKER (RETROREFLECTIVE)        EA            3.0000     48,000.00                                12,363.000     37,089
(S)
223 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS        5,500.0000      5,500.00                                     0.750      4,125
(S) SYSTEM ELEMENTS DURING CONSTRUCTION
224 LIGHTING (TEMPORARY)                     LS      207,000.0000    207,000.00                                     0.997    206,379
(S)
225 LIGHTING (CITY STREET)                   LS      159,000.0000    159,000.00                                     0.985    156,615
(S)
226 MODIFY LIGHTING (CITY STREET)            LS       28,000.0000     28,000.00                                     1.000     28,000
(S)
227 LIGHTING (TUNNEL)                        LS       25,000.0000     25,000.00                                     1.000     25,000
(S)
228 PEDESTRIAN OVERCROSSING LIGHTING         LS      172,000.0000    172,000.00                                     1.000    172,000
(S)
229 TEMPORARY LIGHTING (CITY STREET)         LS      110,000.0000    110,000.00                                     0.961    105,710
(S)
230 COMMUNICATION SYSTEM ROUTING             LS      750,000.0000    750,000.00                                     0.933    699,750
(S)
231 COMMUNICATION CONDUIT (BRIDGE)           M           115.0000     77,280.00                                   672.000     77,280
(SF)
232 ELECTRIC SERVICE (IRRIGATION)            LS       46,000.0000     46,000.00         0.003       138.00          0.998     45,908
(S)
233 MODIFY TRAFFIC MONITORING STATION        LS       84,000.0000     84,000.00         0.041     3,444.00          0.941     79,044
(S)
234 TRAFFIC MONITORING STATION               LS       35,000.0000     35,000.00         0.109     3,815.00          0.903     31,605
(S) (LOCATION 2126)
235 MODIFY RAMP METERING SYSTEM              LS      252,000.0000    252,000.00         0.029     7,308.00          0.999    251,748
(S)
236 MODIFY SIGNAL AND LIGHTING               LS       85,000.0000     85,000.00                                     0.932     79,220
(S)
237 MODIFY LIGHTING AND SIGN ILLUMINATION    LS      700,000.0000    700,000.00         0.007     4,900.00          0.997    697,900
(S)
238 CLOSED CIRCUIT TELEVISION CAMERA         LS       52,000.0000     52,000.00                                     0.979     50,908
(S) (LOCATION SB 315)
PROGRAM CAS145                                                                                                               PAGE 10
DATE 12/23/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-117074
TIME 09:21 AM                                                                                                        ESTIMATE NO. 57
BID OPENING 03/19/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/13
R.E. NAME:  BOTROS, SHERIF                                                                           DATE OF THIS ESTIMATE  12/23/13
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
239 CLOSED CIRCUIT TELEVISION CAMERA         LS       70,000.0000     70,000.00                                     0.963     67,410
(S) (LOCATION SB 322)
240 MODIFY SB 311 CONTROLLER                 LS       11,000.0000     11,000.00                                     1.000     11,000
(S)
241 HIGHWAY ADVISORY RADIO SIGN AND FLASHING LS       25,000.0000     25,000.00                                     0.773     19,325
(S) BEACON ASSEMBLY (LOCATION 20)
242 MODIFICATIONS AT SAN GABRIEL VALLEY      LS       43,000.0000     43,000.00                                     0.500     21,500
(S) HUB BUILDING
243 SYSTEM TESTING AND DOCUMENTATION         LS       16,000.0000     16,000.00                                     0.000          0
(S)
244 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
245 SMALL BUSINESS UTILIZATION REPORT        EA          250.0000      3,250.00                                     0.000          0
246 TEMPORARY FENCE (TYPE CL-1.8)            M            20.0000     50,600.00                                 4,085.920     81,718
247 TEMPORARY 3.7M CHAINLINK GATE            EA          450.0000     15,300.00                                    16.000      7,200
    (TYPE CL-1.8)
PROGRAM CAS145                                                                                                               PAGE 11
DATE 12/23/13                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-117074
TIME 09:21 AM                                                                                                        ESTIMATE NO. 57
BID OPENING 03/19/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/13
R.E. NAME:  BOTROS, SHERIF                                                                           DATE OF THIS ESTIMATE  12/23/13
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                               35,561.50               57,634,718.36
         ADJUSTMENT OF COMPENSATION                                                                 0.00                   32,623.61
         EXTRA WORK                                                                         1,092,123.42               15,012,412.42
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                             1,127,684.92               72,679,754.39
248 MOBILIZATION                             LS    5,820,000.0000  5,820,000.00                                     1.000  5,820,000
         ORIGINAL CONTRACT AMOUNT                              76,522,569.70
    TOTAL WORK COMPLETED                                                                    1,127,684.92               78,499,754.39
         MATERIALS ON HAND ON SITE                                                                                          1,300.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                  -65,271.32
    TOTAL                                                                                   1,127,684.92               78,435,783.07
             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
  05/18/09    1010   10/05/09  10/05/09  09/01/14       760        123            0           0             90%           100%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                                         CCO PENDING
                                                                                  BOTROS, SHERIF
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 12/23/13