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 09/21/11                                                    EST. NO.32
     TIME 05:32 PM
     R.E. NAME: STREATER, HAL                                          04-129654
     ---------------------------------------------------------------------------
     CCO REPORT       REPORT TYPE OF WORK(+) WORK  BR CONTR
     NO. NUMBER       AMOUNT PERFORMED   (-) DATE  WK RPT.NO C O M M E N T S
     ---------------------------------------------------------------------------
     001 0238         335.87 E.W. @ F.A.(+) 062111 N 1196.0
         0239         335.87                062211 N 1198.0
         0240         122.62                062311 N 1201.0
         0241         690.26                062711 N 1209.0
         0242         482.99                070511 N 1222.0
         0243         504.22                070611 N 1224.0
         0244         688.92                070711 N 1225.0
         0245         504.22                070811 N 1226.0
         0246         252.11                071111 N 1228.0
         0247         252.11                071211 N 1229.0
         0248         126.06                071511 N 1230.0
         0249         917.44                071511 N 1231.0
         0250       1,521.27                061611 N 1187.0
         0251         696.87                062011 N 1193.0
         0252         690.26                062111 N 1195.0
         0253       1,320.93                062211 N 1197.0
         0254         998.75                062311 N 1199.0
         0256       1,185.82                062411 N 1205.0
         0257         490.46                063011 N 1218.0
         0258         490.46                070111 N 1221.0
         0259       2,822.43                071911 N 1235.0
     025 0053       1,206.25 E.W. @ F.A.(+) 070611 N 1243.0
         0054         780.48                070811 N 1244.0
     026 0011      98,890.63 A.C. @ U.P.(+) 082011 N 260110
     035 0069       1,215.52 E.W. @ F.A.(+) 062311 N 1200.0
         0070         334.43                080311 N 1263.0
     036 0054         181.26 E.W. @ F.A.(+) 061711 N 1202.0
         0055         213.25                062711 N 1208.0
         0056         460.80                062811 N 1210.0
         0057         607.76                062911 N 1217.0
     066 0004       1,300.00 E.W. @ U.P (+) 082211 N CT-004
     074 0003       3,000.00 E.W. @ U.P (+) 030411 N 1049.0
         0013      70,527.25                092011 N CT-001
         0014       1,023.50 E.W. @ L.S.(+) 092011 N CT-002
                  195,171.07  TOTAL THIS ESTIMATE
                1,859,860.57  TOTAL PREVIOUS ESTIMATE
                2,055,031.64  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 09/21/11                                                    EST. NO.32
     TIME 05:32 PM
     R.E. NAME: STREATER, HAL                                          04-129654
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT ***
PROGRAM CAS145                                                                                                               PAGE  1
DATE 09/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-129654
TIME 05:32 PM                                                                                                        ESTIMATE NO. 32
BID OPENING 12/17/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/11
R.E. NAME:  STREATER, HAL                                                                            DATE OF THIS ESTIMATE  09/21/11
        LOCATION                                        PROGRESS ESTIMATE
04-SON-101-13.9/15.5                                    -----------------
                                GHILOTTI BROS., INC                                       IN SONOMA COUNTY IN ROHNERT PARK
                                454 JACOBY STREET                                         FROM ROHNERT PARK EXPRESSWAY
                                SAN RAFAEL CA                                             OVERCROSSING TO SANTA ROSA AVENUE
                                                                                          OVERCROSSING.
FED. AID NO.    N O N E
                                                                                          WIDEN AND RECONSTRUCT INTERCHANGE
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS     5,500.0000      5,500.00                                     0.750      4,125.00
002 TIME-RELATED OVERHEAD                    WDAY   1,200.0000  1,008,000.00        21.000    25,200.00        439.000    526,800.00
003 TEMPORARY FENCE (TYPE ESA)               M          3.5000      8,050.00                                 2,550.000      8,925.00
004 TEMPORARY SUPPORT                        LS     3,000.0000      3,000.00                                     1.000      3,000.00
005 300 MM TEMPORARY CULVERT                 M        125.0000     31,250.00                                   164.080     20,510.00
006 450 MM TEMPORARY CULVERT                 M        140.0000     21,000.00                                    62.000      8,680.00
007 750 MM TEMPORARY CULVERT                 M        200.0000        800.00                                     0.000          0.00
008 CONSTRUCTION SITE MANAGEMENT             LS    25,000.0000     25,000.00                                     0.750     18,750.00
009 HEALTH AND SAFETY PLAN                   LS     4,000.0000      4,000.00                                     1.000      4,000.00
010 PREPARE STORM WATER POLLUTION            LS     1,500.0000      1,500.00                                     1.000      1,500.00
    PREVENTION PLAN
011 DEWATERING AND NON-STORMWATER DISCHARGE  LS    50,000.0000     50,000.00         0.150     7,500.00          0.900     45,000.00
012 TEMPORARY SILT FENCE                     M          3.0000     10,710.00                                 3,974.700     11,924.10
013 TEMPORARY GRAVEL BAG BERM                M         10.0000      9,600.00                                 1,491.000     14,910.00
014 TEMPORARY CONSTRUCTION ENTRANCE          EA     1,500.0000     10,500.00                                    15.750     23,625.00
015 TEMPORARY COVER                          M2         2.5000     10,375.00                                 5,187.500     12,968.75
016 TEMPORARY CHECK DAM                      M          8.0000        960.00                                   294.000      2,352.00
017 MOVE-IN/MOVE-OUT                         EA       700.0000      4,200.00                                     8.000      5,600.00
    (TEMPORARY EROSION CONTROL)
018 TEMPORARY DRAINAGE INLET PROTECTION      EA       125.0000     13,750.00                                    70.000      8,750.00
019 TEMPORARY HYDRAULIC MULCH                M2         0.8000     22,080.00                               114,606.830     91,685.46
    (BONDED FIBER MATRIX)
020 STREET SWEEPING                          LS    15,000.0000     15,000.00                                     0.650      9,750.00
021 TEMPORARY CONCRETE WASHOUT BIN           EA     1,500.0000     42,000.00         3.000     4,500.00         32.000     48,000.00
022 TEMPORARY CONSTRUCTION ROADWAY           M3        72.0000     73,440.00                                 1,020.000     73,440.00
PROGRAM CAS145                                                                                                               PAGE  2
DATE 09/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-129654
TIME 05:32 PM                                                                                                        ESTIMATE NO. 32
BID OPENING 12/17/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/11
R.E. NAME:  STREATER, HAL                                                                            DATE OF THIS ESTIMATE  09/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
023 CONSTRUCTION AREA SIGNS                  LS    20,000.0000     20,000.00                                     0.600     12,000.00
024 TRAFFIC CONTROL SYSTEM                   LS   150,000.0000    150,000.00                                     0.750    112,500.00
025 TEMPORARY PAVEMENT MARKING (PAINT)       M2        35.0000      2,030.00                                   145.359      5,087.57
026 TEMPORARY TRAFFIC STRIPE (PAINT)         M          1.0000     38,100.00                                44,414.640     44,414.64
027 TEMPORARY PAVEMENT MARKER                EA         4.0000     34,600.00                                 8,139.000     32,556.00
028 PORTABLE CHANGEABLE MESSAGE SIGN         EA     2,500.0000      5,000.00                                     2.000      5,000.00
029 TEMPORARY RAILING (TYPE K)               M         10.5000    242,550.00        48.800       512.40     22,833.400    239,750.70
030 TEMPORARY CRASH CUSHION MODULE           EA       180.0000    108,000.00                                   384.000     69,120.00
031 TEMPORARY RETAINING WALL                 M2        97.0000    408,370.00                                 4,123.450    399,974.65
032 ABANDON CULVERT                          EA       650.0000     14,950.00                                    10.000      6,500.00
033 ABANDON INLET                            EA       450.0000        900.00                                     1.000        450.00
034 OBLITERATE SURFACING                     M2         1.1000      6,006.00                                 2,629.000      2,891.90
035 REMOVE CHAIN LINK FENCE                  M          6.5000     10,920.00                                 2,012.650     13,082.23
036 REMOVE METAL BEAM GUARD RAILING          M         19.0000     26,790.00                                 1,922.000     36,518.00
037 REMOVE DOUBLE THRIE BEAM BARRIER         M         21.0000     45,780.00                                 2,186.430     45,915.03
038 REMOVE FLARED END SECTION                EA       145.0000        435.00                                     1.000        145.00
039 REMOVE YELLOW THERMOPLASTIC TRAFFIC      M          2.0000      9,220.00                                 1,389.510      2,779.02
    STRIPE
040 REMOVE PAINTED TRAFFIC STRIPE            M          1.5000     12,255.00                                 4,411.622      6,617.43
041 REMOVE PAINTED PAVEMENT MARKING          M2        20.0000        240.00                                    41.980        839.60
042 REMOVE THERMOPLASTIC TRAFFIC STRIPE      M          1.5000      1,155.00                                 4,461.974      6,692.96
043 REMOVE PAVEMENT MARKER                   EA         1.0000      4,820.00                                 2,367.000      2,367.00
044 REMOVE ROADSIDE SIGN                     EA        75.0000      2,550.00                                    13.000        975.00
045 REMOVE ROADSIDE SIGN                     EA        40.0000        240.00                                     3.000        120.00
    (STRAP AND SADDLE BRACKET METHOD)
046 REMOVE SIGN STRUCTURE                    EA     1,500.0000     10,500.00                                     5.000      7,500.00
047 REMOVE ASPHALT CONCRETE DIKE             M          5.0000        600.00                                   122.000        610.00
048 REMOVE CULVERT                           M         30.0000      5,700.00                                   210.000      6,300.00
049 REMOVE EDGE DRAIN                        M         38.0000     61,940.00                                   300.000     11,400.00
PROGRAM CAS145                                                                                                               PAGE  3
DATE 09/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-129654
TIME 05:32 PM                                                                                                        ESTIMATE NO. 32
BID OPENING 12/17/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/11
R.E. NAME:  STREATER, HAL                                                                            DATE OF THIS ESTIMATE  09/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
050 REMOVE INLET                             EA       250.0000      7,250.00                                    21.000      5,250.00
051 REMOVE HEADWALL                          EA       400.0000      2,400.00                                     6.000      2,400.00
052 RECONSTRUCT CHAIN LINK FENCE             M         87.0000     10,440.00                                     0.000          0.00
053 RELOCATE HYDRANT                         EA     4,000.0000      4,000.00                                     1.000      4,000.00
054 RELOCATE ROADSIDE SIGN-ONE POST          EA       250.0000        750.00                                     0.000          0.00
055 ADJUST INLET                             EA     1,500.0000      6,000.00                                     1.000      1,500.00
056 GRATE LOCKING DEVICE                     EA       300.0000        900.00                                     0.000          0.00
057 MODIFY INLET                             EA     1,500.0000      3,000.00                                     0.000          0.00
058 REMODEL INLET                            EA     1,500.0000      3,000.00                                     1.000      1,500.00
059 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2         4.0000     60,400.00                                 1,212.100      4,848.40
060 REMOVE CONCRETE                          M3       100.0000     36,000.00                                   660.020     66,002.00
061 REMOVE CONCRETE BARRIER                  M         50.0000     12,500.00                                   250.000     12,500.00
062 CAP INLET                                EA     1,000.0000      2,000.00                                     1.000      1,000.00
063 TEMPORARY CAP INLET                      EA       750.0000      3,750.00                                     5.000      3,750.00
064 BRIDGE REMOVAL                           LS   400,000.0000    400,000.00                                     1.000    400,000.00
065 BRIDGE REMOVAL (PORTION)                 LS    15,000.0000     15,000.00                                     1.000     15,000.00
066 CLEARING AND GRUBBING                    LS   100,000.0000    100,000.00                                     1.000    100,000.00
067 ROADWAY EXCAVATION                       M3         8.5000    480,250.00                                54,425.440    462,616.24
068 ROADWAY EXCAVATION (TYPE Y-1)            M3        15.0000    102,750.00                                 7,122.000    106,830.00
    (AERIALLY DEPOSITED LEAD)
069 STRUCTURE EXCAVATION (BRIDGE)            M3        50.0000    188,050.00                                 3,761.000    188,050.00
(F)
070 STRUCTURE EXCAVATION (RETAINING WALL)    M3        25.0000    114,800.00                                 4,667.000    116,675.00
(F)
071 STRUCTURE BACKFILL (BRIDGE)              M3        50.0000    127,050.00       150.000     7,500.00      1,848.000     92,400.00
(F)
072 STRUCTURE BACKFILL (RETAINING WALL)      M3        40.0000    250,280.00                                 6,509.000    260,360.00
(F)
073 PERVIOUS BACKFILL MATERIAL (RETAINING    M3       200.0000     98,600.00                                   510.000    102,000.00
(F) WALL)
074 SAND BACKFILL                            M3       160.0000     17,600.00                                    44.850      7,176.00
075 DITCH EXCAVATION                         M3        20.0000     63,000.00                                 2,341.500     46,830.00
076 IMPORTED BORROW                          M3         2.5000    455,000.00    17,694.400    44,236.00    153,215.900    383,039.75
PROGRAM CAS145                                                                                                               PAGE  4
DATE 09/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-129654
TIME 05:32 PM                                                                                                        ESTIMATE NO. 32
BID OPENING 12/17/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/11
R.E. NAME:  STREATER, HAL                                                                            DATE OF THIS ESTIMATE  09/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
077 SUBGRADE ENHANCEMENT GEOSYNTHETIC        M2         6.0000     11,820.00                                 2,015.500     12,093.00
078 SETTLEMENT PLATFORM INSTALLATION AND     LS    20,000.0000     20,000.00                                     0.800     16,000.00
    MONITORING
079 HIGHWAY PLANTING                         LS    15,000.0000     15,000.00                                     0.000          0.00
080 BIOFILTRATION SWALES                     M2         9.0000      4,860.00                                     0.000          0.00
081 EROSION CONTROL (TYPE D)                 HA     9,500.0000     57,000.00                                     1.771     16,824.50
082 EROSION CONTROL (NETTING)                M2         8.0000     46,560.00                                 6,550.000     52,400.00
083 FIBER ROLLS                              M          5.0000     46,900.00                                 4,170.000     20,850.00
084 COMPOST, INCORPORATE                     M2         5.0000     24,700.00                                     0.000          0.00
085 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA       700.0000      4,200.00                                     2.000      1,400.00
086 MAINTAIN EXISTING PLANTED AREAS          LS     8,000.0000      8,000.00                                     0.000          0.00
087 PLANT ESTABLISHMENT WORK                 LS     1,500.0000      1,500.00                                     0.000          0.00
088 IRRIGATION SYSTEM                        LS    25,000.0000     25,000.00                                     0.000          0.00
089 NPS 3 SUPPLY LINE (BRIDGE)               M        150.0000     86,700.00                                   350.000     52,500.00
(F)
090 WATER METER                              EA    40,000.0000     40,000.00                                     0.000          0.00
091 200 MM CORRUGATED HIGH DENSITY           M        175.0000     28,000.00                                   156.030     27,305.25
    POLYETHYLENE PIPE CONDUIT
092 CLASS 4 AGGREGATE SUBBASE                M3        17.0000    654,500.00     3,902.320    66,339.44     33,610.840    571,384.28
093 CLASS 2 AGGREGATE BASE                   M3       125.0000     38,750.00                                   251.340     31,417.50
094 CLASS 3 AGGREGATE BASE                   M3        54.0000    401,760.00       139.160     7,514.64      6,232.340    336,546.36
095 CEMENT TREATED BASE                      M3        65.0000    981,500.00                                 9,223.540    599,530.10
    (PLANT-MIXED, CLASS A)
096 LEAN CONCRETE BASE                       M3       330.0000      6,930.00                                     0.000          0.00
097 HOT MIX ASPHALT                          TONN      96.0000  5,577,600.00                                34,574.730  3,319,174.08
098 HOT MIX ASPHALT (OPEN GRADED)            TONN     114.0000    605,340.00                                     0.000          0.00
099 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)  TONN     128.0000    846,080.00                                     0.000          0.00
100 PAVEMENT REINFORCING FABRIC              M2         8.0000      5,760.00                                     0.000          0.00
101 PLACE HOT MIX ASPHALT DIKE (TYPE C)      M          3.0000        600.00                                    19.510         58.53
102 PLACE HOT MIX ASPHALT DIKE (TYPE E)      M          3.0000      3,030.00                                   175.300        525.90
103 PLACE HOT MIX ASPHALT DIKE (TYPE F)      M          3.0000      2,580.00                                   457.620      1,372.86
PROGRAM CAS145                                                                                                               PAGE  5
DATE 09/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-129654
TIME 05:32 PM                                                                                                        ESTIMATE NO. 32
BID OPENING 12/17/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/11
R.E. NAME:  STREATER, HAL                                                                            DATE OF THIS ESTIMATE  09/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
104 PLACE HOT MIX ASPHALT                    M2        21.0000      9,450.00                                     0.000          0.00
    (MISCELLANEOUS AREA)
105 TACK COAT                                TONN     750.0000     97,500.00                                    50.548     37,911.00
106 CONCRETE PAVEMENT                        M3       500.0000     18,500.00                                     0.000          0.00
107 SEAL PAVEMENT JOINT                      M      1,500.0000     43,500.00                                     0.000          0.00
108 1.2 M CAST-IN-DRILLED-HOLE CONCRETE      M      1,200.0000  1,692,000.00       327.000   392,400.00      1,284.000  1,540,800.00
    PILING
109 FURNISH PILING (CLASS 625)               M         40.0000    115,600.00                                 2,890.000    115,600.00
    (ALTERNATIVE X)
110 DRIVE PILE (CLASS 625)                   EA     2,000.0000    240,000.00                                   120.000    240,000.00
    (ALTERNATIVE X)
111 FURNISH PILING (CLASS 400)               M        207.0000    398,061.00                                 1,923.000    398,061.00
    (ALTERNATIVE W)
112 DRIVE PILE (CLASS 400) (ALTERNATIVE W)   EA     2,500.0000    320,000.00                                   128.000    320,000.00
113 PRESTRESSING CAST-IN-PLACE CONCRETE      LS   350,000.0000    350,000.00                                     0.700    245,000.00
114 STRUCTURAL CONCRETE, BRIDGE FOOTING      M3       300.0000    186,900.00       154.000    46,200.00        623.000    186,900.00
(F)
115 STRUCTURAL CONCRETE, BRIDGE              M3       650.0000  4,881,500.00       322.000   209,300.00      5,485.500  3,565,575.00
(F)
116 STRUCTURAL CONCRETE, RETAINING WALL      M3       675.0000  1,377,000.00                                 2,113.440  1,426,572.00
(F)
117 STRUCTURAL CONCRETE, CRASH WALL          M3       500.0000    154,000.00                                     0.000          0.00
(F)
118 STRUCTURAL CONCRETE, APPROACH SLAB       M3       700.0000    386,400.00                                   361.710    253,197.00
(F) (TYPE N)
119 CLASS 2 CONCRETE (HEADWALL)              M3     1,100.0000     11,000.00                                    10.640     11,704.00
(F)
120 CLASS 1 CONCRETE (BOX CULVERT)           M3       900.0000    107,100.00        20.000    18,000.00        116.300    104,670.00
(F)
121 MINOR CONCRETE (MINOR STRUCTURE)         M3     1,500.0000    184,500.00        11.120    16,680.00         59.960     89,940.00
(F)
122 MINOR CONCRETE (BACKFILL)                M3       150.0000      2,850.00                                    13.680      2,052.00
123 ARCHITECTURAL TREATMENT                  M2        35.0000     90,615.00                                 2,646.000     92,610.00
(F)
124 ANTI-GRAFFITI COATING                    M2         8.0000     59,848.00                                 2,825.900     22,607.20
(F)
125 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M      4,000.0000    748,000.00                                   122.800    491,200.00
126 JOINT SEAL (MR 50 MM)                    M        200.0000     20,400.00                                    66.000     13,200.00
127 BAR REINFORCING STEEL (BRIDGE)           KG         1.8500  2,697,022.50   180,691.000   334,278.35  1,121,007.000  2,073,862.95
(F)
128 BAR REINFORCING STEEL (RETAINING WALL)   KG         1.8000    222,822.00                               132,915.000    239,247.00
(F)
129 BAR REINFORCING STEEL (BOX CULVERT)      KG         1.2500     25,533.75     3,000.000     3,750.00     19,170.000     23,962.50
(F)
130 HEADED BAR REINFORCEMENT                 EA        30.0000     14,520.00                                   296.000      8,880.00
(F)
PROGRAM CAS145                                                                                                               PAGE  6
DATE 09/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-129654
TIME 05:32 PM                                                                                                        ESTIMATE NO. 32
BID OPENING 12/17/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/11
R.E. NAME:  STREATER, HAL                                                                            DATE OF THIS ESTIMATE  09/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
131 FURNISH SIGN STRUCTURE (TRUSS)           KG         9.0000    618,480.00                                44,760.000    402,840.00
(F)
132 INSTALL SIGN STRUCTURE (TRUSS)           KG         0.2500     17,180.00                                34,620.000      8,655.00
(F)
133 FURNISH FORMED PANEL SIGN (OVERHEAD)     M2       100.0000     15,000.00                                    93.130      9,313.00
134 FURNISH SINGLE SHEET ALUMINUM SIGN       M2       100.0000      3,400.00                                     0.000          0.00
    (1.6 MM-UNFRAMED)
135 FURNISH SINGLE SHEET ALUMINUM SIGN       M2       105.0000      3,360.00                                     0.000          0.00
    (2.0 MM-UNFRAMED)
136 FURNISH SINGLE SHEET ALUMINUM SIGN       M2       120.0000      5,040.00                                     0.000          0.00
    (2.0 MM-FRAMED)
137 1524 MM CAST-IN-DRILLED-HOLE             M      1,200.0000     69,600.00        21.200    25,440.00         58.000     69,600.00
    CONCRETE PILE (SIGN FOUNDATION)
138 METAL (RAIL MOUNTED SIGN)                KG        15.0000     10,800.00                                     0.000          0.00
139 ROADSIDE SIGN - ONE POST                 EA       150.0000      4,650.00                                     0.000          0.00
140 ROADSIDE SIGN - TWO POST                 EA       350.0000      4,200.00                                     0.000          0.00
141 INSTALL SIGN (STRAP AND SADDLE BRACKET   EA        90.0000        900.00                                     0.000          0.00
    METHOD)
142 RECONSTRUCT RAILROAD TRACK AND EXTEND    LS    50,000.0000     50,000.00                                     1.000     50,000.00
    CONCRETE CROSSING PANELS
143 GRADE CROSSING SIGNAL SYSTEM             LS   400,000.0000    400,000.00                                     0.990    396,000.00
144 375 MM ALTERNATIVE PIPE CULVERT          M         90.0000     13,500.00                                   217.500     19,575.00
145 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M        155.0000    139,500.00        75.700    11,733.50        656.480    101,754.40
146 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M        162.0000     72,900.00                                   263.510     42,688.62
147 450 MM ALTERNATIVE PIPE CURLVERT         M        169.0000     16,562.00                                    82.700     13,976.30
    (TYPE C)
148 600 MM ALTERNATIVE PIPE CULVERT          M        325.0000      5,525.00                                    16.500      5,362.50
149 300 MM REINFORCED CONCRETE PIPE          M        145.0000      1,885.00                                    13.100      1,899.50
150 375 MM REINFORCED CONCRETE PIPE          M        155.0000      7,750.00                                    24.100      3,735.50
151 450 MM REINFORCED CONCRETE PIPE          M        165.0000     18,150.00                                    22.600      3,729.00
152 900 MM REINFORCED CONCRETE PIPE          M        600.0000      2,400.00                                     6.700      4,020.00
153 300 MM CORRUGATED STEEL PIPE             M        145.0000     23,200.00        39.000     5,655.00        103.650     15,029.25
154 450 MM SLOTTED CORRUGATED STEEL PIPE     M        300.0000     12,000.00                                     0.000          0.00
    (1.63 MM THICK)
155 TEMPORARY 450 MM SLOTTED CORRUGATED      M        250.0000     97,500.00                                     0.000          0.00
    STEEL PIPE
156 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET)   M        100.0000        800.00                                     0.000          0.00
157 DRAINAGE INLET MARKER                    EA        50.0000      1,450.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  7
DATE 09/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-129654
TIME 05:32 PM                                                                                                        ESTIMATE NO. 32
BID OPENING 12/17/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/11
R.E. NAME:  STREATER, HAL                                                                            DATE OF THIS ESTIMATE  09/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
158 900 MM CORRUGATED STEEL PIPE INLET       M      1,000.0000      8,000.00                                     3.420      3,420.00
    (2.77 MM THICK)
159 300 MM ALTERNATIVE FLARED END SECTION    EA       250.0000        250.00                                     0.000          0.00
160 450 MM ALTERNATIVE FLARED END SECTION    EA       350.0000      3,150.00                                     7.000      2,450.00
161 ROCK SLOPE PROTECTION                    M3       240.0000      9,600.00                                    42.100     10,104.00
    (FACING, METHOD B)
162 SLOPE PAVING (CONCRETE) (DRY STACK ROCK) M3       550.0000    165,550.00                                     0.000          0.00
(F)
163 TEMPORARY SACKED CONCRETE SLOPE          M3     1,500.0000        450.00                                     0.000          0.00
    PROTECTION
164 ROCK SLOPE PROTECTION FABRIC             M2         2.5000        220.00                                    87.800        219.50
165 MINOR CONCRETE (MISCELLANEOUS            M3       410.0000    455,100.00                                   375.590    153,991.90
    CONSTRUCTION)
166 MINOR CONCRETE (GUTTER)                  M         82.0000     46,658.00                                   569.000     46,658.00
(F)
167 MISCELLANEOUS IRON AND STEEL             KG         2.5000     43,830.00                                 3,687.000      9,217.50
(F)
168 BRIDGE DECK DRAINAGE SYSTEM              KG        15.0000    133,995.00                                 5,607.000     84,105.00
(F)
169 CHAIN LINK FENCE (TYPE CL-1.2,           M         50.0000     22,000.00                                   436.600     21,830.00
    VINYL-CLAD)
170 CHAIN LINK FENCE (TYPE CL-1.8)           M         40.0000     30,800.00       533.230    21,329.20        533.230     21,329.20
171 DELINEATOR (CLASS 1)                     EA        35.0000      2,660.00                                     0.000          0.00
172 OBJECT MARKER (TYPE K-1)                 EA        35.0000        140.00                                     0.000          0.00
173 OBJECT MARKER (TYPE K-2)                 EA        35.0000         35.00                                     0.000          0.00
174 METAL BEAM GUARD RAILING (WOOD POST)     M         75.0000    105,000.00                                 1,283.410     96,255.75
175 CHAIN LINK FENCE                         M         54.0000      7,128.00        66.000     3,564.00         66.000      3,564.00
(F) (TYPE CL-1.2, VINYL CLAD) (MODIFIED)
176 TERMINAL SYSTEM (TYPE SKT)               EA     3,000.0000      3,000.00                                     1.000      3,000.00
177 TRANSITION RAILING (TYPE WB)             EA     3,500.0000     28,000.00                                     4.000     14,000.00
178 END SECTION                              EA       100.0000      1,300.00                                     5.000        500.00
179 TERMINAL SYSTEM (TYPE SRT)               EA     2,500.0000     32,500.00                                     8.000     20,000.00
180 END CAP (TYPE A)                         EA       100.0000        400.00                                     3.000        300.00
181 END CAP (TYPE TA)                        EA       150.0000      1,200.00                                     4.000        600.00
182 END ANCHOR ASSEMBLY (TYPE SFT)           EA       800.0000      9,600.00                                     8.000      6,400.00
183 CRASH CUSHION (TYPE CAT)                 EA     5,000.0000      5,000.00                                     0.000          0.00
184 CRASH CUSHION (TYPE CAT) BACKUP          EA       500.0000        500.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  8
DATE 09/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-129654
TIME 05:32 PM                                                                                                        ESTIMATE NO. 32
BID OPENING 12/17/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/11
R.E. NAME:  STREATER, HAL                                                                            DATE OF THIS ESTIMATE  09/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
185 CONCRETE BARRIER (TYPE 60)               M        165.0000    204,600.00                                     0.000          0.00
186 CONCRETE BARRIER (TYPE 60A)              M        200.0000     45,200.00                                     0.000          0.00
(F)
187 CONCRETE BARRIER (TYPE 60C)              M        240.0000    312,000.00                                     0.000          0.00
188 CONCRETE BARRIER (TYPE 732 MODIFIED)     M        300.0000    206,100.00                                   468.500    140,550.00
(F)
189 CONCRETE BARRIER (TYPE 732)              M        250.0000        500.00                                     3.000        750.00
190 CONCRETE BARRIER (TYPE 732A)             M        250.0000      1,500.00                                     6.000      1,500.00
191 CONCRETE BARRIER (TYPE 736A)             M        250.0000     92,500.00                                   370.000     92,500.00
192 THERMOPLASTIC PAVEMENT MARKING           M2        40.0000     25,200.00                                    11.700        468.00
193 100 MM THERMOPLASTIC TRAFFIC STRIPE      M          1.2000     22,200.00                                     0.000          0.00
194 150 MM THERMOPLASTIC TRAFFIC STRIPE      M          1.3500      2,173.50                                     0.000          0.00
195 200 MM THERMOPLASTIC TRAFFIC STRIPE      M          2.0000      6,160.00                                     0.000          0.00
196 200 MM THERMOPLASTIC TRAFFIC STRIPE      M          1.5000      2,250.00                                     0.000          0.00
    (BROKEN 3.66 M - 0.92 M)
197 100 MM THERMOPLASTIC TRAFFIC STRIPE      M          1.0000        310.00                                     0.000          0.00
    (BROKEN 10.98 M - 3.66 M)
198 100 MM THERMOPLASTIC TRAFFIC STRIPE      M          1.0000         55.00                                     0.000          0.00
    (BROKEN 5.18 M - 2.14 M)
199 PARKING BUMPER (PRECAST CONCRETE)        EA        35.0000        245.00                                     0.000          0.00
200 PAVEMENT MARKER (NON-REFLECTIVE)         EA         2.0000      9,780.00                                   181.000        362.00
201 PAVEMENT MARKER (RETROREFLECTIVE)        EA         3.6500     10,366.00                                    32.000        116.80
202 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS     3,500.0000      3,500.00                                     0.500      1,750.00
    SYSTEM ELEMENTS DURING CONSTRUCTION
203 SIGNAL AND LIGHTING (LOCATION 1)         LS    90,000.0000     90,000.00                                     0.900     81,000.00
204 SIGNAL AND LIGHTING (LOCATION 2)         LS    35,000.0000     35,000.00                                     0.800     28,000.00
205 SIGNAL AND LIGHTING (LOCATION 3)         LS   140,000.0000    140,000.00                                     0.600     84,000.00
206 SIGNAL AND LIGHTING (LOCATION 4)         LS   175,000.0000    175,000.00                                     0.660    115,500.00
207 SIGNAL AND LIGHTING (LOCATION 5)         LS   125,000.0000    125,000.00                                     0.900    112,500.00
208 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS   110,000.0000    110,000.00                                     0.950    104,500.00
209 LIGHTING AND SIGN ILLUMINATION           LS    50,000.0000     50,000.00                                     0.950     47,500.00
    (STAGE CONSTRUCTION)
210 LIGHTING AND SIGN ILLUMINATION           LS    75,000.0000     75,000.00                                     0.950     71,250.00
    (LOCATION 1)
211 LIGHTING AND SIGN ILLUMINATION           LS   200,000.0000    200,000.00                                     0.870    174,000.00
    (LOCATION 2)
PROGRAM CAS145                                                                                                               PAGE  9
DATE 09/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-129654
TIME 05:32 PM                                                                                                        ESTIMATE NO. 32
BID OPENING 12/17/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/11
R.E. NAME:  STREATER, HAL                                                                            DATE OF THIS ESTIMATE  09/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
212 LIGHTING AND SIGN ILLUMINATION           LS    75,000.0000     75,000.00                                     0.950     71,250.00
    (LOCATION 3)
213 SPRINKLER CONTROL CONDUIT (BRIDGE)       M          8.5000      4,913.00                                   430.500      3,659.25
(F)
214 EMERGENCY VEHICLE DETECTOR SYSTEM        LS    25,000.0000     25,000.00                                     0.100      2,500.00
215 TRAFFIC OPERATIONS SYSTEM (LOCATION 1)   LS    50,000.0000     50,000.00         0.050     2,500.00          0.620     31,000.00
216 TRAFFIC OPERATIONS SYSTEM (LOCATION 2)   LS   125,000.0000    125,000.00                                     0.780     97,500.00
217 TRAFFIC OPERATIONS SYSTEM (LOCATION 3)   LS    75,000.0000     75,000.00         0.100     7,500.00          0.750     56,250.00
218 CAMERA UNIT                              EA     5,000.0000     10,000.00                                     0.000          0.00
219 PAN/TILT UNIT                            EA     5,000.0000     10,000.00                                     0.000          0.00
220 CAMERA CONTROL UNIT                      EA    25,000.0000     50,000.00                                     0.000          0.00
221 VIDEO ENCODER UNIT                       EA     1,500.0000      3,000.00                                     0.000          0.00
222 INTEGRATED SERVICE DIGITAL NETWORK       EA     2,000.0000      4,000.00                                     0.000          0.00
    (ISDN) TERMINAL ADAPTER
223 GENERAL PACKET RADIO SYSTEM (GPRS)       EA     2,000.0000      4,000.00                                     0.000          0.00
    WIRELESS MODEM ASSEMBLY
224 DIAL-UP MODEM                            EA     1,500.0000      1,500.00                                     0.000          0.00
225 EXTINGUISHABLE MESSAGE SIGN RADIO        EA     4,000.0000      4,000.00                                     0.000          0.00
    CONTROLLER ASSEMBLY
226 EXTINGUISHABLE MESSAGE SIGN PANEL (LED)  EA     7,500.0000     30,000.00                                     0.000          0.00
227 HIGHWAY ADVISORY RADIO SYSTEM            EA    12,000.0000     12,000.00                                     0.000          0.00
228 ITEM DELETED PER ADDENDUM                LS         0.0000          0.00                                     0.000          0.00
229 CHAIN LINK RAILING (TYPE 7 MODIFIED)     M        275.0000     28,875.00                                    78.500     21,587.50
PROGRAM CAS145                                                                                                               PAGE 10
DATE 09/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-129654
TIME 05:32 PM                                                                                                        ESTIMATE NO. 32
BID OPENING 12/17/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/20/11
R.E. NAME:  STREATER, HAL                                                                            DATE OF THIS ESTIMATE  09/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                            1,261,632.53               23,949,179.91
         ADJUSTMENT OF COMPENSATION                                                            98,890.63                  345,099.61
         EXTRA WORK                                                                            96,280.44                1,709,932.03
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                             1,456,803.60               26,004,211.55
230 MOBILIZATION                             LS   620,000.0000  3,620,000.00                                     1.000  3,620,000.00
         ORIGINAL CONTRACT AMOUNT                              37,967,153.75
    TOTAL WORK COMPLETED                                                                    1,456,803.60               29,624,211.55
         MATERIALS ON HAND ON SITE                                                                                        664,087.56
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                        0.00
    TOTAL                                                                                   1,456,803.60               30,288,299.11
             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
  03/20/09     870   05/14/09  05/14/09  06/13/13       438        149            8           0             73%            52%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  STREATER, HAL
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 09/21/11