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 11/20/12                                                    EST. NO.37
     TIME 10:04 AM
     R.E. NAME: DARNALL, MARK                                          02-378904
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
     003 0026         725.00 E.W. @ F.A.(+) 110512 N 111650
     004 0034         586.58 E.W. @ F.A.(+) 110912 N 111640
     011 0024       1,100.00 E.W. @ F.A.(+) 111512 N 111610
     017 0068       8,633.63 E.W. @ F.A.(+) 111512 N 111620
     023 0005       2,530.00 E.W. @ F.A.(+) 111512 N 111630
                   13,575.21  TOTAL THIS ESTIMATE
                  882,362.79  TOTAL PREVIOUS ESTIMATE
                  895,938.00  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 11/20/12                                                    EST. NO.37
     TIME 10:04 AM
     R.E. NAME: DARNALL, MARK                                          02-378904
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     VIOLATION OF 5/1          -295,449.00   08
     VIOLOATION OF 5/1/01      -125,140.72   09
     VIOLATION OF 5-1.01       -183,178.80   10
     RETURN VIOLAT 5/1/01       112,737.02   11
     VIOLATION OF 5-1.01        -46,448.08   12
     RTN PARTIAL 5-1.01         176,637.11   13
     RETURN PARTIA 5-1.01        34,284.38   14
     VIOLATION OF 5-1.01         -5,498.44   15
     RETURN VIO OF 5-1.01         2,284.38   16
     RETURN 5-1.01 DEDUCT       329,772.15   17
     RESTAKING CHARGES           -3,550.00   35
                                                            0.00       -3,550.00
     LABOR COMPLIANCE VIOLATION
     PER LTR DATED 1/10          -5,000.00   03
     RETURN 1/10 DEDUCT           5,000.00   06
     PER 07/10 LTR              -10,000.00   08
     RET 07/10 DEDUCT            10,000.00   09
     PER LTR DATED 10/10         -1,000.00   11
     PER LTR DATED 11/10        -10,000.00   12
     RETURN DUDUCT 10/10          1,000.00   12
     PER LTR DATED 1/11         -10,000.00   15
     PER LTR DATED 2/11          -5,000.00   16
     RETURN DEDUCT 11/10         10,000.00   16
     PER LTR DATED 3/11          -2,000.00   18
     RETURN DEDUCT 1/11          10,000.00   18
     PER LTR DATED 5/11          -2,000.00   19
     PER LTR DATED 4/11          -5,000.00   19
     RETURN DEDUCT 2/11           5,000.00   19
     PER LTR DATED 8/11         -10,000.00   22
     RETURN DEDUCT 3/11           2,000.00   22
     PER LTR DATED 10/11        -10,000.00   24
     PER LTR DATED 11/11         -3,000.00   25
     PER LTR DATED 4/12         -10,000.00   30
     PER LTR DATED 7/12         -10,000.00   33
     RETURN DEDUCT 4/11           5,000.00   33
     RETURN DEDUCT 5/11           2,000.00   33
     PER LTR DATED 8/12          -3,000.00   34
     PER LTR DATED 9/12          -1,000.00   35
     RETURN DEDUCT 7/12          10,000.00   35
     PER LTR DATED 11/12        -10,000.00   37
                                                      -10,000.00      -47,000.00
                              TOTAL DEDUCTIONS        -10,000.00      -50,550.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 11/20/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 10:04 AM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 11/20/12
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  11/20/12
        LOCATION                                        PROGRESS ESTIMATE
02-SHA-5-R39.5/R40.8                                    -----------------
                                TUTOR SALIBA CORPORATION                                  IN SHASTA COUNTY NEAR LAKEHEAD FROM
                                15901 OLDEN STREET                                        0.3 KM NORTH OF ANTLER SUMMIT
                                SYLMAR CA 91342                                           OVERCROSSING TO 0.5 KM NORTH OF
                                                                                          ANTLER UNDERPASS
FED. AID NO. ACBR-058(337)N  ,NH-058(337)N
                                                                                          BRIDGE REPLACEMENT
------------------------------------------------------------------------------------------------------------------------------------
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       10,000.0000     10,000.00                                     0.500      5,000
002 SMALL BUSINESS UTILIZATION REPORT        EA          250.0000      5,750.00                                     1.000        250
003 TIME-RELATED OVERHEAD                    WDAY      8,500.0000 11,050,000.00        21.000   178,500.00        731.000  6,213,500
004 TEMPORARY FENCE (TYPE ESA)               M            16.0000     34,560.00                                 1,466.330     23,461
005 TEMPORARY INLET                          EA        2,600.0000      5,200.00                                     4.000     10,400
006 600 MM TEMPORARY CULVERT                 M           375.0000     48,750.00                                   140.600     52,725
007 1050 MM TEMPORARY CULVERT                M         1,600.0000      4,800.00                                     0.000          0
008 TEMPORARY ACTIVE TREATMENT SYSTEM        LS      510,000.0000    510,000.00                                     0.750    382,500
009 CONSTRUCTION SITE MANAGEMENT             LS        5,000.0000      5,000.00         0.016        80.00          0.562      2,810
010 PREPARE STORM WATER POLLUTION            LS        3,500.0000      3,500.00         0.007        24.50          0.725      2,537
    PREVENTION PLAN
011 TEMPORARY FIBER ROLL                     M            13.0000     38,220.00                                 2,627.920     34,162
012 TEMPORARY SILT FENCE                     M            38.0000     51,300.00                                 4,339.320    164,894
013 TEMPORARY GRAVEL BAG BERM                M            48.0000     31,680.00                                 1,666.290     79,981
014 TEMPORARY CONSTRUCTION ENTRANCE          EA        2,000.0000     40,000.00                                     5.000     10,000
015 TEMPORARY COVER                          M2            2.3500     49,350.00       479.600     1,127.06     19,133.400     44,963
016 TEMPORARY CHECK DAM                      M            51.0000     15,810.00        20.600     1,050.60        474.900     24,219
017 MOVE-IN/MOVE-OUT                         EA        1,000.0000     15,000.00                                     7.000      7,000
    (TEMPORARY EROSION CONTROL)
018 TEMPORARY DRAINAGE INLET PROTECTION      EA          500.0000     18,500.00                                    11.000      5,500
019 TEMPORARY HYDRAULIC MULCH                M2            1.2000     65,880.00                                57,809.000     69,370
    (POLYMER STABILIZED FIBER MATRIX)
020 STREET SWEEPING                          LS      247,000.0000    247,000.00         0.016     3,952.00          0.562    138,814
021 TEMPORARY CONCRETE WASHOUT (PORTABLE)    LS       30,000.0000     30,000.00         0.016       480.00          0.562     16,860
022 TEMPORARY SOIL BINDER                    M2            0.1200     21,000.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  2
DATE 11/20/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 10:04 AM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 11/20/12
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  11/20/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
023 CONSTRUCTION AREA SIGNS                  LS       50,000.0000     50,000.00                                     0.082      4,100
024 TRAFFIC CONTROL SYSTEM                   LS      480,000.0000    480,000.00         0.016     7,680.00          0.562    269,760
025 TRAFFIC CONTROL SURVEILLANCE             WDAY      1,150.0000    207,000.00                                     0.000          0
026 TEMPORARY PAVEMENT MARKING (PAINT)       M2           65.0000      3,055.00                                     1.950        126
027 TEMPORARY PAVEMENT MARKING (TAPE)        M2           86.0000      1,032.00                                     0.000          0
028 TEMPORARY TRAFFIC STRIPE (PAINT)         M             2.4000     84,480.00                                   996.700      2,392
029 CHANNELIZER (SURFACE MOUNTED)            EA           35.0000     15,400.00                                     0.000          0
030 TEMPORARY CHANNEL MARKING                LS       70,000.0000     70,000.00                                     0.900     63,000
031 PORTABLE CHANGEABLE MESSAGE SIGN         LS      276,000.0000    276,000.00         0.016     4,416.00          0.562    155,112
032 PORTABLE RADAR TRAILER                   LS       65,000.0000     65,000.00                                     0.004        260
033 TEMPORARY RAILING (TYPE K)               M            71.0000    581,490.00                                 1,569.660    111,445
034 TEMPORARY CRASH CUSHION MODULE           EA          318.0000     41,340.00                                    28.000      8,904
035 ABANDON CULVERT                          EA        6,200.0000     62,000.00                                     0.000          0
036 REMOVE CHAIN LINK FENCE                  M            22.0000     12,320.00                                   480.600     10,573
037 REMOVE METAL BEAM GUARD RAILING          M            30.0000     18,300.00                                     0.000          0
038 REMOVE YELLOW TRAFFIC STRIPE             M             5.0000     13,200.00                                     0.000          0
039 REMOVE WHITE TRAFFIC STRIPE              M             5.0000     73,500.00                                    71.600        358
040 REMOVE PAVEMENT MARKING                  M2           32.0000      1,504.00                                     0.000          0
041 REMOVE PAVEMENT MARKER                   EA            1.0000        270.00                                    61.000         61
042 REMOVE ROADSIDE SIGN                     EA          450.0000      7,650.00                                     7.000      3,150
043 REMOVE ROADSIDE SIGN PANEL               EA          500.0000      1,000.00                                     0.000          0
044 REMOVE OVERSIDE DRAIN                    EA        1,600.0000      6,400.00                                     1.000      1,600
045 REMOVE CULVERT                           EA        1,860.0000     24,180.00                                     0.000          0
046 REMOVE INLET                             EA        1,700.0000     34,000.00                                     1.000      1,700
047 REMOVE STANDPIPE                         EA        1,300.0000      2,600.00                                     1.000      1,300
048 ADJUST INLET                             EA        1,600.0000      6,400.00                                     0.000          0
049 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2            7.0000     66,010.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  3
DATE 11/20/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 10:04 AM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 11/20/12
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  11/20/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
050 REMOVE CONCRETE BARRIER                  M            62.0000    114,080.00                                     0.000          0
051 PREPARE CONCRETE BRIDGE DECK SURFACE     M2            5.0000     92,000.00                                     0.000          0
052 SOFFIT OPENING HATCH                     EA       29,000.0000    116,000.00                                     0.000          0
053 CAP INLET                                EA        1,400.0000      9,800.00                                     1.000      1,400
054 REMOVE CRASH CUSHION                     EA          450.0000        450.00                                     0.000          0
055 BRIDGE REMOVAL (SUPERSTRUCTURE)          LS    2,500,000.0000  2,500,000.00                                     0.000          0
056 BRIDGE REMOVAL (SUBSTRUCTURE)            LS    1,000,000.0000  1,000,000.00                                     0.000          0
057 CLEARING AND GRUBBING                    LS      277,000.0000    277,000.00                                     0.950    263,150
058 ROADWAY EXCAVATION                       M3           48.0000 11,424,000.00                               193,326.000  9,279,648
059 LEAD COMPLIANCE PLAN                     LS        6,000.0000      6,000.00                                     0.000          0
060 STRUCTURE EXCAVATION (BRIDGE)            M3           30.0000     61,800.00                                 2,113.500     63,405
(F)
061 STRUCTURE EXCAVATION (TYPE D)            M3          100.0000     10,000.00                                   100.000     10,000
(F)
062 STRUCTURE EXCAVATION (RETAINING WALL)    M3           50.0000     20,550.00                                   235.620     11,781
(F)
063 STRUCTURE BACKFILL (BRIDGE)              M3           78.0000     79,560.00                                   183.000     14,274
(F)
064 STRUCTURE BACKFILL (RETAINING WALL)      M3           67.0000     23,852.00                                    95.840      6,421
(F)
065 PREPARE HOLE                             EA          130.0000     28,600.00                                     0.000          0
066 ROCK AND OTHER SURFACE STAINING          M2           30.0000     80,100.00                                     0.000          0
067 SOIL MANAGEMENT PLAN                     LS       10,000.0000     10,000.00                                     1.000     10,000
068 MULCH                                    M2            5.0000     75,500.00                                     0.000          0
069 EROSION CONTROL (TYPE D1)                M2            3.0000    321,000.00                                 7,596.000     22,788
070 EROSION CONTROL (TYPE D2)                M2            3.0000     54,000.00                                11,298.000     33,894
071 FIBER ROLLS                              M            10.0000     61,700.00                                     0.000          0
072 COMPOST, INCORPORATE                     M2            6.7000    716,900.00                                 4,669.900     31,288
073 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA        1,000.0000      6,000.00                                     5.000      5,000
074 200 MM CORRUGATED HIGH DENSITY           M            89.0000     10,680.00                                     0.000          0
    POLYETHYLENE PIPE CONDUIT
075 CLASS 2 AGGREGATE BASE                   M3           68.0000    992,800.00                                 3,889.500    264,486
076 CEMENT TREATED PERMEABLE BASE            M3           86.0000    382,700.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  4
DATE 11/20/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 10:04 AM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 11/20/12
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  11/20/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
077 HOT MIX ASPHALT                          TONN         82.0000  2,492,800.00                                     0.000          0
078 SHOULDER RUMBLE STRIP                    STA       1,640.0000     45,920.00                                     0.000          0
    (HMA,GROUND-IN INDENTATIONS)
079 PLACE HOT MIX ASPHALT DIKE (TYPE A)      M            40.0000     24,800.00                                     0.000          0
080 PLACE HOT MIX ASPHALT DIKE (TYPE C)      M            50.0000      2,300.00                                     0.000          0
081 PLACE HOT MIX ASPHALT DIKE (TYPE F)      M            50.0000      8,000.00                                     0.000          0
082 PLACE HOT MIX ASPHALT                    M2           26.0000        988.00                                     0.000          0
    (MISCELLANEOUS AREA)
083 FURNISH STEEL PILING (HP 250 X 62)       M            75.0000     20,850.00                                   152.600     11,445
084 DRIVE STEEL PILE (HP 250 X 62)           EA        3,200.0000    121,600.00                                    22.000     70,400
085 37XX MM PERMANENT STEEL CASING           M        45,000.0000  6,165,000.00                                    74.600  3,357,000
086 600 MM CAST-IN-DRILLED-HOLE CONCRETE     M         4,050.0000  1,737,450.00                                   429.000  1,737,450
    PILING
087 3700 MM CAST-IN-DRILLED-HOLE CONCRETE    M        42,500.0000  5,822,500.00        18.500   786,250.00         73.600  3,128,000
    PILING
088 3500 MM CAST-IN-DRILLED-HOLE CONCRETE    M        22,000.0000  4,268,000.00         9.100   200,200.00         94.364  2,076,008
    PILING (ROCK SOCKET)
089 AQUATIC SOUND ATTENUATION SYSTEM         LS            1.0000          1.00                                     0.000          0
090 LOAD TEST PILE                           LS    7,000,000.0000  7,000,000.00                                     1.000  7,000,000
091 PRESTRESSING CAST-IN-PLACE CONCRETE      LS    5,400,000.0000  5,400,000.00                                     0.040    216,000
    (SEGMENTAL & PIER TABLE TENDONS)
092 PRESTRESSING CAST-IN-PLACE CONCRETE      LS      450,000.0000    450,000.00         0.016     7,200.00          0.080     36,000
    (TRANSVERSE DECK TENDONS)
093 PRESTRESSING CAST-IN-PLACE CONCRETE      LS       70,000.0000     70,000.00         0.030     2,100.00          0.280     19,600
    (HIGH STRENGTH BARS-EPOXY COATED)
094 STRUCTURAL CONCRETE, BRIDGE FOOTING      M3        1,000.0000    355,000.00                                   355.000    355,000
(F)
095 STRUCTURAL CONCRETE, BRIDGE              M3        1,144.0000  3,523,520.00       173.200   198,140.80        772.200    883,396
(F)
096 STRUCTURAL CONCRETE, BRIDGE (PIERS 2.5)  M3          990.0000  1,326,600.00                                 1,308.500  1,295,415
(F) BOX GIRDER (134')
097 STRUCTURAL CONCRETE, BRIDGE (PIERS 3,4)  M3        1,138.0000  3,800,920.00                                   579.000    658,902
(F)
098 STRUCTURAL CONCRETE, BRIDGE              M3        1,000.0000 19,700,000.00       116.200   116,200.00      1,372.200  1,372,200
(F) (SEGMENTAL BOX GIRDER)
099 STRUCTURAL CONCRETE, RETAINING WALL      M3        1,300.0000    179,400.00                                   100.680    130,884
(F)
100 STRUCTURAL CONCRETE, APPROACH SLAB       M3          700.0000    147,000.00                                     0.000          0
(F) (TYPE N MODIFIED)
101 MINOR CONCRETE (MINOR STRUCTURE)         M3        3,000.0000    154,800.00                                     2.790      8,370
(F)
102 PERMEABLE MATERIAL (SAND TRAP)           M3          700.0000      2,100.00                                     0.000          0
103 FILTER FABRIC (SAND TRAP)                M2           10.0000        220.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  5
DATE 11/20/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 10:04 AM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 11/20/12
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  11/20/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
104 ARCHITECTURAL TEXTURE (BASS RELIEF)      M2          440.0000    233,200.00                                     0.000          0
(F)
105 ARCHITECTURAL TEXTURE (DRY STACK)        M2          255.0000     96,645.00                                   301.230     76,813
(F)
106 PRECAST CONCRETE BAT HOUSE               EA        8,000.0000    128,000.00                                     0.000          0
107 FURNISH POLYESTER CONCRETE OVERLAY       M3        2,785.0000  1,030,450.00                                     0.000          0
108 PLACE POLYESTER CONCRETE OVERLAY         M2           15.0000    276,000.00                                     0.000          0
109 PTFE SPHERICAL BEARING                   EA       29,000.0000    232,000.00                                     6.400    185,600
110 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M         5,000.0000    315,000.00                                     0.000          0
111 BAR REINFORCING STEEL (BRIDGE)           KG            1.2600  2,104,200.00    12,637.000    15,922.62    607,346.000    765,255
(F)
112 BAR REINFORCING STEEL (RETAINING WALL)   KG            1.6500     16,434.00                                 6,847.000     11,297
(F)
113 BAR REINFORCING STEEL, BRIDGE            KG            1.3900  3,579,250.00    14,979.000    20,820.81    136,465.000    189,686
(F) (SUPERSTRUCTURE)
114 BAR REINFORCING STEEL (EPOXY COATED)     KG            2.0200  3,217,860.00    18,758.000    37,891.16     78,880.000    159,337
(F) (BRIDGE)
115 HEADED BAR REINFORCEMENT                 EA           36.0000    330,840.00                                 4,388.000    157,968
(F)
116 FURNISH LAMINATED PANEL SIGN             M2          170.0000     10,880.00                                     0.000          0
    (63.5 MM-TYPE B)
117 FURNISH SINGLE SHEET ALUMINUM SIGN       M2          100.0000        600.00                                     2.370        237
    (1.6 MM-UNFRAMED)
118 FURNISH SINGLE SHEET ALUMINUM SIGN       M2          110.0000        550.00                                     4.460        490
    (2.0 MM-UNFRAMED)
119 FURNISH SINGLE SHEET ALUMINUM SIGN       M2          150.0000        900.00                                     0.000          0
    (1.6 MM-FRAMED)
120 FURNISH SINGLE SHEET ALUMINUM SIGN       M2          160.0000      2,720.00                                     0.000          0
    (2.0 MM-FRAMED)
121 ROADSIDE SIGN - ONE POST                 EA          300.0000      1,500.00                                     0.000          0
122 ROADSIDE SIGN - TWO POST                 EA          500.0000      2,000.00                                     0.000          0
123 INSTALL ROADSIDE SIGN                    EA        1,700.0000     10,200.00                                     0.000          0
    (LAMINATED WOOD BOX POST)
124 WORK AREA MONITORING                     LS       20,000.0000     20,000.00                                     0.000          0
125 PREPARE AND PAINT CONCRETE               M2           75.0000     28,425.00                                     0.000          0
126 450 MM ALTERNATIVE PIPE CULVERT          M           600.0000      1,800.00                                     0.000          0
127 600 MM ALTERNATIVE PIPE CULVERT          M           400.0000    216,000.00                                   152.735     61,094
128 750 MM ALTERNATIVE PIPE CULVERT          M           900.0000    153,000.00                                    51.250     46,125
129 900 MM ALTERNATIVE PIPE CULVERT          M           460.0000     26,220.00                                     0.000          0
130 1050 MM ALTERNATIVE PIPE CULVERT         M           600.0000     14,400.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  6
DATE 11/20/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 10:04 AM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 11/20/12
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  11/20/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
131 200 MM PERFORATED PLASTIC                M           100.0000    237,000.00                                   543.940     54,394
    PIPE UNDERDRAIN
132 80 MM PLASTIC PIPE (EDGE DRAIN)          M            43.0000     73,100.00                                     0.000          0
133 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET)   M            94.0000     15,040.00                                    86.910      8,169
134 600 MM DOWNDRAIN SLIP JOINT              EA          425.0000      1,275.00                                     0.000          0
135 750 MM DOWNDRAIN SLIP JOINT              EA          520.0000        520.00                                     0.000          0
136 600 MM ANCHOR ASSEMBLY                   EA          475.0000     11,400.00                                     0.000          0
137 750 MM ANCHOR ASSEMBLY                   EA          500.0000      2,500.00                                     0.000          0
138 CABLE ANCHORAGE SYSTEM                   M           143.0000     21,450.00                                     0.000          0
139 600 MM ALTERNATIVE PIPE DOWNDRAIN        M           206.0000     24,720.00                                     0.000          0
140 750 MM ALTERNATIVE PIPE DOWNDRAIN        M           340.0000      7,820.00                                     0.000          0
141 900 MM CORRUGATED STEEL PIPE INLET       M         1,200.0000     13,200.00                                     1.800      2,160
    (2.01 MM THICK)
142 WELDED STEEL PIPE CASING (BRIDGE)        M           300.0000     18,600.00                                     0.000          0
143 600 MM ALTERNATIVE FLARED END SECTION    EA          140.0000        420.00                                     0.000          0
144 900 MM DEBRIS RACK CAGE (H = 1.8 M)      KG          100.0000     12,640.00                                    31.600      3,160
(F)
145 ROCK SLOPE PROTECTION (75MM, METHOD B)   M3          148.0000     26,640.00                                    89.000     13,172
146 ROCK MASONRY ENERGY DISSIPATOR           EA       10,000.0000     10,000.00                                     0.500      5,000
147 ROCK SLOPE PROTECTION (LIGHT, METHOD B)  M3          143.0000     34,320.00                                    15.750      2,252
148 ROCK SLOPE PROTECTION                    M3          600.0000        840.00                                     0.000          0
    (BACKING NO. 2, METHOD B)
149 ROCK SLOPE PROTECTION FABRIC             M2            8.0000      4,400.00                                    40.920        327
150 MISCELLANEOUS IRON AND STEEL             KG            7.0000     36,610.00                                     0.000          0
(F)
151 MISCELLANEOUS METAL (BRIDGE)             KG            6.0000    412,800.00                                     0.000          0
(F)
152 BRIDGE DECK DRAINAGE SYSTEM              KG           22.0000     24,200.00                                     0.000          0
(F)
153 STEEL WORK PLATFORM                      EA       23,000.0000    184,000.00                                     0.000          0
(F)
154 CHAIN LINK FENCE (TYPE CL-2.4)           M            60.0000    147,000.00                                   884.850     53,091
155 ONE WAY DEER GATE                        EA        3,500.0000     14,000.00                                     0.000          0
156 5.5 M CHAIN LINK GATE (TYPE CL-2.1)      EA        1,100.0000      2,200.00                                     0.000          0
157 DELINEATOR (BARRIER MOUNTED)             EA           15.0000      2,250.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  7
DATE 11/20/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 10:04 AM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 11/20/12
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  11/20/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
158 DELINEATOR (CLASS 2)                     EA           65.0000      2,340.00                                     0.000          0
159 MILEPOST MARKER                          EA           70.0000        700.00                                     0.000          0
160 UNDERDRAIN MARKER                        EA           25.0000        600.00                                     0.000          0
161 MARKER (CULVERT)                         EA           60.0000      1,380.00                                     0.000          0
162 OBJECT MARKER (TYPE L-1)                 EA           57.0000        171.00                                     0.000          0
163 METAL BEAM GUARD RAILING                 M           100.0000     18,000.00                                     0.000          0
164 VEGETATION CONTROL (MINOR CONCRETE)      M2           52.0000     25,480.00                                     0.000          0
165 CABLE RAILING                            M           264.0000      4,488.00                                     0.000          0
166 TRANSITION RAILING (TYPE WB)             EA        4,500.0000     13,500.00                                     0.000          0
167 END ANCHOR ASSEMBLY (TYPE SFT)           EA        1,000.0000      2,000.00                                     0.000          0
168 ALTERNATIVE IN-LINE TERMINAL SYSTEM      EA        3,000.0000      3,000.00                                     0.000          0
169 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        2,800.0000     16,800.00                                     0.000          0
170 CRASH CUSHION (REACT 9SCBS)              EA       40,000.0000     40,000.00                                     0.000          0
171 CONCRETE BARRIER (TYPE 60)               M           277.0000    310,240.00                                     0.000          0
172 CONCRETE BARRIER (TYPE 60A)              M           277.0000    169,524.00                                     0.000          0
(F)
173 CONCRETE BARRIER (TYPE 60C)              M           305.0000    106,750.00                                     0.000          0
174 CONCRETE BARRIER (TYPE 60D)              M           288.0000      7,776.00                                     0.000          0
175 CONCRETE BARRIER (TYPE 60E)              M           326.0000     15,648.00                                     0.000          0
176 CALIFORNIA ST-20S BRIDGE RAILING         M         1,000.0000  1,226,000.00                                     0.000          0
(F)
177 100 MM TWO-COMPONENT PAINT               M             7.0000    105,700.00                                     0.000          0
    TRAFFIC STRIPE
178 200 MM TWO-COMPONENT PAINT               M            15.0000      2,700.00                                     0.000          0
    TRAFFIC STRIPE
179 100 MM TWO COMPONENT PAINT STRIPE        M             7.0000     77,000.00                                     0.000          0
    (BROKEN 10.98-3.66)
180 TWO-COMPONENT PAINT PAVEMENT MARKING     M2          500.0000      6,000.00                                     0.000          0
181 PAVEMENT MARKER                          EA            7.0000      8,260.00                                     0.000          0
    (RETROREFLECTIVE-RECESSED)
182 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS       49,000.0000     49,000.00                                     0.250     12,250
    SYSTEM ELEMENTS DURING CONSTRUCTION
183 LIGHTING                                 LS      250,000.0000    250,000.00                                     0.000          0
184 CRANE, HOIST AND LIGHTING                LS    1,650,000.0000  1,650,000.00                                     0.001      1,650
    ASSEMBLY SYSTEM
PROGRAM CAS145                                                                                                               PAGE  8
DATE 11/20/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 10:04 AM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 11/20/12
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  11/20/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
185 HIGHWAY ADVISORY RADIO SYSTEM            LS       65,000.0000     65,000.00                                     0.000          0
186 TEMPORARY SOLAR FLASHING BEACON SYSTEM   LS       30,000.0000     30,000.00                                     0.966     28,980
187 INDUCTIVE LOOP DETECTOR                  LS       10,000.0000     10,000.00                                     0.000          0
188 POWER AND TELEPHONE SERVICE              LS       35,000.0000     35,000.00                                     0.000          0
189 SEISMIC MONITORING SYSTEM                LS      250,000.0000    250,000.00                                     0.001        250
190 COMMUNICATION CONDUIT (BRIDGE)           M           100.0000    250,000.00                                     0.000          0
(F)
PROGRAM CAS145                                                                                                               PAGE  9
DATE 11/20/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 10:04 AM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 11/20/12
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  11/20/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                            1,582,035.55               42,135,162.17
         ADJUSTMENT OF COMPENSATION                                                                 0.00                    9,157.60
         EXTRA WORK                                                                            13,575.21                  886,780.40
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                             1,595,610.76               43,031,100.17
191 MOBILIZATION                             LS   10,736,352.0000 10,736,352.00                                     0.950 10,199,534
         ORIGINAL CONTRACT AMOUNT                             124,677,700.00
    TOTAL WORK COMPLETED                                                                    1,595,610.76               53,230,634.57
         MATERIALS ON HAND ON SITE                                                                                      2,811,094.39
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                           -10,000.00                  -50,550.00
    TOTAL                                                                                   1,585,610.76               55,991,178.96
             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
  10/14/09    1300   11/30/09  12/08/09  03/12/15       730          8            0           0             42%            56%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  DARNALL, MARK
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 11/20/12