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 10/23/12                                                    EST. NO.20
     TIME 07:17 AM
     R.E. NAME: MUTUTWA, PETER                                         05-0161E4
     ---------------------------------------------------------------------------
     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 0083       3,533.56 E.W. @ F.A.(+) 110211 N 800138
         0085       5,775.37                102711 N 800134
         0107         559.42                120711 N 805702
         0108      12,000.47                120711 N 805703
         0109      10,478.28                120811 N 805704
         0120         584.31                081911 N 800115
         0132         202.65                101011 N 800131
         1020         331.94                120111 N 800147
         1023       2,282.41                121211 N 800150
         1024      11,532.65                121411 N 800151
         1028       5,499.46                072111 N SW-002
         1188       1,676.21                081211 Y 5009.1
     007 0065       3,622.66 E.W. @ F.A.(+) 092711 Y 5002.0
         0066       5,747.69                092811 Y 5003.0
         0071       1,492.35                102011 N 804503
     008 0030         854.85 E.W. @ F.A.(+) 050911 Y 5000.0
         0031         378.81                052511 Y 5001.0
         0032       1,042.04                072711 Y 5004.0
         0033       2,360.33                090811 Y 5005.0
     023 0003         353.67 E.W. @ F.A.(+) 110711 Y 5006.0
     024 0014         191.41 E.W. @ F.A.(+) 051912 N 801409
     041 0002          88.17 E.W. @ F.A.(+) 102411 N 804802
         0003         688.26                122111 N 804803
         0004         225.75                010412 N 804804
     055 0004         353.37 E.W. @ F.A.(+) 011312 N 806504
     072 0001     165,334.29 A.C. @ L.S.(+) 101912 N 0001 0
     077 0001         481.71 E.W. @ F.A.(+) 042712 N 809901
         0009         178.04                050412 N 809909
         0012       8,676.75                050912 N 809912
         0017       1,485.11                051612 N 809917
         0018       2,908.10                051712 N 809918
         0019       1,404.65                051812 N 809919
         0020       1,752.09                052112 N 809920
         0021         291.30                052212 N 809921
         0023       1,267.97                052512 N 809923
         0024         252.85                061912 N 809924
         0026       3,781.83                071112 N 809926
         0027       5,015.73                071212 N 809927
         0028       1,723.94                071612 N 809928
         0030      28,595.27                053112 N 809930
         0032       3,893.06                060112 N 801002
         0033         246.59                060112 N 801003
         0036         189.63                060612 N 801006
         0038       4,882.65                061112 N 801008
         0039       2,914.49                061212 N 801009
         0040         608.98                071712 N 809931
                  307,741.12  TOTAL THIS ESTIMATE
                1,953,317.08  TOTAL PREVIOUS ESTIMATE
                2,261,058.20  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 10/23/12                                                    EST. NO.20
     TIME 07:17 AM
     R.E. NAME: MUTUTWA, PETER                                         05-0161E4
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     MISS ANNUAL CEM-4401       -10,000.00   11
     RECD ANNUAL CEM-4401        10,000.00   12
                                                            0.00            0.00
     LABOR COMPLIANCE VIOLATION
     MISS PAYROLLS              -10,000.00   03
     MISS PAYROLLS              -10,000.00   05
     MISS PAYROLLS              -10,000.00   06
     MISS PAYROLLS              -10,000.00   07
     RECD PYRLS 3,5,6,& 7        40,000.00   08
     MISS PAYROLLS              -10,000.00   10
     MISS PAYROLLS              -10,000.00   12
     MISS PAYROLLS              -10,000.00   14
     MISS PAYROLLS              -10,000.00   15
     RECD PAYROLLS #12           10,000.00   16
     MISS PAYROLLS              -10,000.00   17
     MISS PAYROLLS              -10,000.00   18
     RECD PAYROLLS #10,17        20,000.00   19
     MISS PAYROLLS              -10,000.00   20
                                                      -10,000.00      -40,000.00
                              TOTAL DEDUCTIONS        -10,000.00      -40,000.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 10/23/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161E4
TIME 07:17 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 11/30/10                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/12
R.E. NAME:  MUTUTWA, PETER                                                                           DATE OF THIS ESTIMATE  10/23/12
        LOCATION                                        PROGRESS ESTIMATE
05-MON-101-R91.2/100.4                                  -----------------
                                GCC/MCM A JV                                              IN MONTEREY COUNTY IN AND NEAR
                                P O BOX 50085                                             PRUNEDALE AT VARIOUS LOCATIONS
                                WATSONVILLE CA 950775085                                  FROM 0.3 KM NORHT OF LITTLE BEAR
                                                                                          CREEK UNDERCROSSING TO 0.5 KM
                                                                                          NORTH OF ECHO VALLEY ROAD
FED. AID NO. NH-Q101(187)E
                                                                                          CONSTRUCT INTERCHANGES AND
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS        5,000.0000      5,000.00                                     0.250      1,250
002 TIME-RELATED OVERHEAD                    WDAY      4,400.0000  3,168,000.00        19.000    83,600.00        320.000  1,408,000
003 TEMPORARY FENCE (TYPE ESA)               M             5.0000     54,000.00       186.500       932.50     11,383.396     56,916
004 600 MM TEMPORARY CULVERT                 M           150.0000    198,000.00                                 1,065.588    159,838
005 750 MM TEMPORARY CULVERT                 M           250.0000      5,250.00                                    21.340      5,335
006 900 MM TEMPORARY CULVERT                 M           350.0000      7,000.00                                    17.700      6,195
007 CONSTRUCTION SITE MANAGEMENT             LS      100,000.0000    100,000.00         0.020     2,000.00          0.440     44,000
008 PREPARE STORM WATER POLLUTION            LS        3,500.0000      3,500.00                                     0.730      2,555
    PREVENTION PLAN
009 TEMPORARY CREEK DIVERSION SYSTEM         LS       50,000.0000     50,000.00                                     1.000     50,000
010 TEMPORARY FIBER ROLL                     M             7.0000    290,500.00    11,393.000    79,751.00     17,303.590    121,125
011 TEMPORARY SILT FENCE                     M             9.0000     68,400.00                                12,313.557    110,822
012 TEMPORARY CONSTRUCTION ENTRANCE          EA        2,500.0000     30,000.00         1.000     2,500.00         26.000     65,000
013 TEMPORARY COVER                          M2            0.7000     36,050.00                                 1,086.960        760
014 TEMPORARY CHECK DAM                      M            12.0000     27,000.00                                   505.950      6,071
015 MOVE-IN/MOVE-OUT                         EA        1,200.0000     43,200.00                                     5.000      6,000
    (TEMPORARY EROSION CONTROL)
016 TEMPORARY DRAINAGE INLET PROTECTION      EA          160.0000     57,600.00                                   118.000     18,880
017 TEMPORARY HYDRAULIC MULCH                M2            0.9000    163,800.00    15,334.600    13,801.14    338,502.050    304,651
    (BONDED FIBER MATRIX)
018 STREET SWEEPING                          LS      200,000.0000    200,000.00         0.028     5,600.00          0.456     91,200
019 TEMPORARY CONCRETE WASHOUT BIN           EA          200.0000     18,000.00         2.000       400.00         66.000     13,200
020 600 MM TEMPORARY FLARED END SECTION      EA          400.0000      6,800.00                                    10.000      4,000
021 750 MM TEMPORARY FLARED END SECTION      EA          200.0000        400.00                                     2.000        400
022 1200 MM TEMPORARY RISER                  M           500.0000      1,700.00                                     3.400      1,700
PROGRAM CAS145                                                                                                               PAGE  2
DATE 10/23/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161E4
TIME 07:17 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 11/30/10                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/12
R.E. NAME:  MUTUTWA, PETER                                                                           DATE OF THIS ESTIMATE  10/23/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
023 RAIN EVENT ACTION PLAN                   EA          500.0000     55,000.00                                    15.000      7,500
024 STORM WATER ANNUAL REPORT                EA        2,000.0000     10,000.00                                     1.000      2,000
025 STORM WATER SAMPLING AND ANALYSIS DAY    EA        1,600.0000     40,000.00                                     0.000          0
026 CONSTRUCTION AREA SIGNS                  LS       25,000.0000     25,000.00                                     0.709     17,725
027 TRAFFIC CONTROL SYSTEM                   LS      800,000.0000    800,000.00         0.028    22,400.00          0.456    364,800
028 TYPE III BARRICADE                       EA           50.0000      9,500.00                                   101.000      5,050
029 CHANNELIZER (SURFACE MOUNTED)            EA           20.0000     24,600.00                                   664.000     13,280
030 TEMPORARY TERMINAL SECTION (TYPE K)      EA        1,500.0000     19,500.00                                     2.000      3,000
031 PORTABLE CHANGEABLE MESSAGE SIGN         LS       10,000.0000     10,000.00         0.028       280.00          0.456      4,560
032 TEMPORARY RAILING (TYPE K)               M            10.0000    251,000.00                                12,641.644    126,416
033 TEMPORARY CRASH CUSHION MODULE           EA          175.0000    101,500.00                                   276.000     48,300
034 REMOVE YELLOW THERMOPLASTIC TRAFFIC      M             1.4000     22,260.00        97.500       136.50      9,496.100     13,294
    STRIPE (HAZARDOUS WASTE)
035 CONTRACTOR SUPPLIED BIOLOGIST (LS)       LS       45,000.0000     45,000.00         0.020       900.00          0.440     19,800
036 NATURAL RESOURCE PROTECTION PLAN         LS        4,000.0000      4,000.00                                     1.000      4,000
037 ABANDON CULVERT                          M             8.0000      4,640.00                                   167.612      1,340
038 ABANDON WATER WELL                       EA        7,000.0000      7,000.00                                     0.000          0
039 REMOVE FENCE                             M             9.0000     87,930.00                                 7,938.400     71,445
040 REMOVE GATE                              EA          400.0000      2,400.00                                     6.000      2,400
041 REMOVE METAL BEAM GUARD RAILING          M            25.0000      8,500.00                                   402.616     10,065
042 REMOVE DOUBLE THRIE BEAM BARRIER         M            25.0000     20,000.00                                 1,045.803     26,145
043 REMOVE PAINTED TRAFFIC STRIPE            M             1.2000     38,400.00                                 9,154.700     10,985
044 REMOVE PAINTED PAVEMENT MARKING          M2           36.0000      2,700.00                                    55.100      1,983
045 REMOVE THERMOPLASTIC TRAFFIC STRIPE      M             1.2000     21,480.00                                15,852.782     19,023
046 REMOVE THERMOPLASTIC PAVEMENT MARKING    M2           36.0000      9,720.00                                   228.250      8,217
047 REMOVE PAVEMENT MARKER                   EA            1.0000      6,370.00                                 2,750.000      2,750
048 REMOVE ROADSIDE SIGN                     EA          100.0000     20,000.00                                    42.000      4,200
049 REMOVE CULVERT                           M            45.0000     80,550.00                                   607.842     27,352
PROGRAM CAS145                                                                                                               PAGE  3
DATE 10/23/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161E4
TIME 07:17 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 11/30/10                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/12
R.E. NAME:  MUTUTWA, PETER                                                                           DATE OF THIS ESTIMATE  10/23/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
050 REMOVE INLET                             EA          300.0000     12,300.00         1.000       300.00         23.000      6,900
051 REMOVE HEADWALL                          EA          500.0000      6,000.00                                     5.000      2,500
052 REMOVE MANHOLE                           EA          500.0000      4,500.00                                     9.000      4,500
053 RESET ROADSIDE SIGN                      EA          200.0000      1,800.00                                     0.000          0
054 RELOCATE MAILBOX                         EA          250.0000     11,000.00                                    35.000      8,750
055 ADJUST MANHOLE                           EA        2,000.0000     12,000.00                                    23.000     46,000
056 ADJUST UTILITY COVER TO GRADE            EA          750.0000     13,500.00                                     0.000          0
057 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2            2.5000    110,500.00                                25,388.290     63,470
058 REMOVE CONCRETE DRAINAGE STRUCTURE       M3          200.0000     13,600.00                                    68.000     13,600
059 REMOVE CONCRETE BARRIER                  M            50.0000    149,000.00                                 1,924.200     96,210
060 REMOVE ROCK SLOPE PROTECTION             M3           50.0000      2,050.00                                     1.000         50
061 CAP INLET                                EA          500.0000      1,000.00                                     2.000      1,000
062 450 MM CURED-IN-PLACE PIPELINER          M           600.0000     66,000.00                                     0.000          0
063 600 MM CURED-IN-PLACE PIPELINER          M           800.0000     41,600.00                                     0.000          0
064 750 MM CURED-IN-PLACE PIPERLINER         M         3,000.0000     36,000.00                                     0.000          0
065 900 MM CURED-IN-PLACE PIPERLINER         M           900.0000     36,000.00                                     0.000          0
066 REMOVE CRASH CUSHION                     EA          150.0000      2,250.00                                    13.000      1,950
067 BRIDGE REMOVAL (PORTION)                 LS       55,000.0000     55,000.00                                     1.000     55,000
068 CLEARING AND GRUBBING                    HA        5,000.0000    350,000.00                                    69.000    345,000
069 DEVELOP WATER SUPPLY                     LS       50,000.0000     50,000.00                                     0.537     26,850
070 ROADWAY EXCAVATION                       M3            5.0000  5,150,000.00    25,964.000   129,820.00    856,829.640  4,284,148
071 LEAD COMPLIANCE PLAN                     LS        2,500.0000      2,500.00                                     1.000      2,500
072 STRUCTURE EXCAVATION (BRIDGE)            M3           50.0000    228,250.00        86.000     4,300.00      2,721.500    136,075
(F)
073 STRUCTURE EXCAVATION (RETAINING WALL)    M3           50.0000     78,500.00                                 1,570.000     78,500
(F)
074 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3           60.0000     18,780.00                                   313.000     18,780
(F)
075 STRUCTURE EXCAVATION (SOIL NAIL WALL)    M3          120.0000     57,000.00                                   475.000     57,000
(F)
076 SAND BEDDING                             M3          250.0000      9,250.00                                    78.900     19,725
PROGRAM CAS145                                                                                                               PAGE  4
DATE 10/23/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161E4
TIME 07:17 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 11/30/10                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/12
R.E. NAME:  MUTUTWA, PETER                                                                           DATE OF THIS ESTIMATE  10/23/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
077 STRUCTURE BACKFILL (BRIDGE)              M3           60.0000    168,000.00                                 1,254.000     75,240
(F)
078 STRUCTURE BACKFILL (RETAINING WALL)      M3           65.0000     84,695.00                                   778.300     50,589
(F)
079 STRUCTURE BACKFILL (SOIL NAIL WALL)      M3          300.0000      6,900.00                                     0.000          0
(F)
080 STRUCTURE BACKFILL (SOLDIER PILE WALL)   M3          320.0000     13,760.00                                     3.000        960
(F)
081 SAND BACKFILL                            M3          230.0000     34,500.00                                    33.740      7,760
082 LEAN CONCRETE BACKFILL                   M3          200.0000     13,000.00                                    65.000     13,000
(F)
083 DITCH EXCAVATION                         M3           50.0000      1,850.00                                     0.000          0
084 EARTH RETAINING STRUCTURE                M2          400.0000    608,000.00                                 1,520.000    608,000
(F)
085 SOIL NAIL ASSEMBLY                       M            54.0000    290,520.00                                 5,655.000    305,370
086 IMPORTED BORROW                          M3            9.0000  3,006,000.00                               264,237.000  2,378,133
087 HIGHWAY PLANTING                         LS       54,000.0000     54,000.00                                     0.060      3,240
088 ROCK BLANKET                             M2           80.0000     16,000.00                                     0.000          0
089 DUFF                                     M2            1.6000    211,200.00                                 6,372.000     10,195
090 CHIPPED MATERIAL                         M2            1.5500    139,500.00     1,654.000     2,563.70     17,919.000     27,774
091 EROSION CONTROL (COMPOST BLANKET)        M3           58.0000    303,340.00     1,988.660   115,342.28      3,829.540    222,113
092 EROSION CONTROL (PUNCHED STRAW)          M2            1.1000     22,440.00                                     0.000          0
093 FIBER ROLLS                              M            12.0000     40,800.00                                     0.000          0
094 COMPOST SOCK                             M            11.0000    141,900.00                                 1,898.570     20,884
095 COMPOST (INCORPORATE)                    M2            2.7000    599,400.00                                30,189.720     81,512
096 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA          500.0000     18,000.00         3.000     1,500.00          9.000      4,500
097 COMPOST BERM                             M             9.0000     99,900.00       778.760     7,008.84      4,686.350     42,177
098 ROLLED EROSION CONTROL PRODUCT           M2            3.5500    415,350.00    22,718.000    80,648.90     70,576.340    250,546
    (NETTING) - TYPE A
099 ROLLED EROSION CONTROL PRODUCT           M2            6.2500    116,250.00       644.000     4,025.00     15,816.310     98,851
    (NETTING) - TYPE B
100 EROSION CONTROL (DRILL SEED) - TYPE 1,   M2            0.4000     56,400.00     5,101.000     2,040.40     14,490.000      5,796
    SEED MIX 1
101 EROSION CONTROL (DRILL SEED) - TYPE 1,   M2            0.6500     19,890.00                                 4,616.000      3,000
    SEED MIX 2
102 EROSION CONTROL (DRILL SEED) - TYPE 2,   M2            0.6500     28,600.00                                16,187.000     10,521
    SEED MIX 1
103 EROSION CONTROL (HYDROSEED) - TYPE 1,    M2            0.5500     62,150.00    19,675.000    10,821.25     57,174.120     31,445
    SEED MIX 1
PROGRAM CAS145                                                                                                               PAGE  5
DATE 10/23/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161E4
TIME 07:17 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 11/30/10                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/12
R.E. NAME:  MUTUTWA, PETER                                                                           DATE OF THIS ESTIMATE  10/23/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
104 EROSION CONTROL (HYDROSEED) - TYPE 1,    M2            0.6500     21,125.00     7,651.000     4,973.15      9,824.000      6,385
    SEED MIX 2
105 EROSION CONTROL (HYDROSEED) - TYPE 2,    M2            0.7500     65,175.00     4,088.000     3,066.00     22,758.320     17,068
    SEED MIX 1
106 PLANT (GROUP WP) (WILLOW POLES)          EA           13.0000      2,600.00                                     0.000          0
107 LIVE SILTATION                           M           130.0000     19,500.00                                     0.000          0
108 BRUSH LAYERING                           M           400.0000     16,800.00                                     0.000          0
109 TRANSPLANT TREE                          EA        1,000.0000      3,000.00                                     0.000          0
110 EROSION CONTROL (NATIVE GRASS SOD)       M2           25.0000     73,750.00       780.360    19,509.00        780.360     19,509
111 PLANT (GROUP WC) (WILLOW CUTTINGS)       EA            8.0000     17,120.00                                     0.000          0
112 EROSION CONTROL ESTABLISHMENT            LS       15,000.0000     15,000.00                                     0.000          0
113 PLANT ESTABLISHMENT WORK                 LS       35,000.0000     35,000.00                                     0.000          0
114 MAINTAIN EXISTING IRRIGATION FACILITIES  LS       12,400.0000     12,400.00                                     0.000          0
115 IRRIGATION SYSTEM                        LS       73,000.0000     73,000.00                                     0.350     25,550
116 TEMPORARY IRRIGATION SYSTEM              LS      167,000.0000    167,000.00         0.130    21,710.00          0.271     45,257
117 75 MM GALVANIZED STEEL PIPE              M           135.0000      7,560.00                                     0.000          0
    (SUPPLY LINE)
118 NPS 3 SUPPLY LINE (BRIDGE)               M           200.0000    201,000.00                                   249.000     49,800
(F)
119 25 MM PLASTIC PIPE (PR 315)              M            10.0000      2,900.00                                     0.000          0
    (SUPPLY LINE)
120 WATER METER                              EA       27,695.0000     27,695.00                                     0.000          0
121 WATER METER (TEMPORARY)                  EA      117,480.0000    117,480.00                                     1.000    117,480
122 IRRIGATION SLEEVE                        M            10.0000        160.00                                     0.000          0
123 200 MM CORRUGATED HIGH DENSITY           M           100.0000     14,000.00        12.000     1,200.00         79.000      7,900
    POLYETHYLENE PIPE CONDUIT
124 250 MM CORRUGATED HIGH DENSITY           M           120.0000     16,800.00                                     0.000          0
    POLYETHYLENE PIPE CONDUIT
125 300 MM CORRUGATED HIGH DENSITY           M           125.0000     13,750.00        43.000     5,375.00         49.100      6,137
    POLYETHYLENE PIPE CONDUIT
126 200 MM WELDED STEEL PIPE CONDUIT         M           600.0000     13,200.00                                     0.000          0
    (6.35 MM THICK)
127 EXTEND 250 MM CONDUIT                    M           200.0000        800.00                                     0.000          0
128 FINISHING ROADWAY                        LS      200,000.0000    200,000.00                                     0.000          0
129 CLASS 2 AGGREGATE BASE                   M3           25.0000  2,600,000.00     1,580.390    39,509.75     48,027.760  1,200,694
130 LEAN CONCRETE BASE                       M3          150.0000    871,500.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  6
DATE 10/23/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161E4
TIME 07:17 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 11/30/10                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/12
R.E. NAME:  MUTUTWA, PETER                                                                           DATE OF THIS ESTIMATE  10/23/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
131 HOT MIX ASPHALT                          TONN         77.0000 11,935,000.00     5,212.920   401,394.84     65,331.940  5,030,559
132 RUMBLE STRIP                             STA          35.0000      8,400.00                                     0.000          0
133 DATA CORE                                LS       14,000.0000     14,000.00                                     0.210      2,940
134 PLACE HOT MIX ASPHALT DIKE (TYPE A)      M            10.0000     32,900.00                                 1,616.560     16,165
135 PLACE HOT MIX ASPHALT DIKE (TYPE C)      M            10.0000      5,200.00                                   974.000      9,740
136 PLACE HOT MIX ASPHALT DIKE (TYPE D)      M            10.0000      4,800.00                                     0.000          0
137 PLACE HOT MIX ASPHALT DIKE (TYPE E)      M            10.0000     33,100.00                                   115.000      1,150
138 PLACE HOT MIX ASPHALT DIKE (TYPE F)      M            10.0000     47,900.00                                   119.000      1,190
139 PLACE HOT MIX ASPHALT                    M2           35.0000     58,800.00        71.860     2,515.10        189.655      6,637
    (MISCELLANEOUS AREA)
140 TACK COAT                                TONN          1.0000        290.00                                     3.965          3
141 CONCRETE PAVEMENT                        M3          190.0000  1,442,100.00                                     0.000          0
142 SEAL PAVEMENT JOINT                      M            16.0000    108,320.00                                     0.000          0
143 SEAL LONGITUDINAL ISOLATION JOINT        M            27.0000      8,910.00                                     0.000          0
144 FURNISH STEEL PILING (HP 250 X 85)       M           120.0000     32,880.00                                     0.000          0
145 DRIVE STEEL PILE (HP 250 X 85)           EA        3,800.0000     45,600.00                                     0.000          0
146 STEEL SOLDIER PILE (W 310 X 129)         M           150.0000     69,900.00                                   473.500     71,025
147 STEEL SOLDIER PILE (W 310 X 79)          M            86.0000      5,160.00                                    60.000      5,160
148 400 MM CAST-IN-DRILLED-HOLE CONCRETE     M           100.0000    218,000.00                                 2,349.960    234,996
    PILING (BARRIER)
149 DRILLED HOLE (610 MM)                    M            90.0000     44,460.00                                   334.850     30,136
150 400 MM CAST-IN-DRILLED-HOLE CONCRETE     M           130.0000    102,050.00                                     0.000          0
    PILING
151 450 MM CAST-IN-DRILLED-HOLE CONCRETE     M           165.0000     56,265.00                                   332.450     54,854
    PILING
152 600 MM CAST-IN-DRILLED-HOLE CONCRETE     M           175.0000     63,350.00                                     0.000          0
    PILING
153 FURNISH PILING (CLASS 900)               M           190.0000    482,790.00                                 2,273.640    431,991
    (ALTERNATIVE W)
154 DRIVE PILE (CLASS 900) (ALTERNATIVE W)   EA        2,200.0000    470,800.00                                   178.000    391,600
155 FURNISH PILING (CLASS 625)               M           123.0000    492,738.00                                 2,435.840    299,608
    (ALTERNATIVE W)
156 DRIVE PILE (CLASS 625) (ALTERNATIVE W)   EA        2,400.0000    549,600.00                                   149.000    357,600
157 FURNISH PILING (CLASS 400)               M           110.0000    127,820.00                                 1,173.700    129,107
    (ALTERNATIVE W)
PROGRAM CAS145                                                                                                               PAGE  7
DATE 10/23/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161E4
TIME 07:17 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 11/30/10                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/12
R.E. NAME:  MUTUTWA, PETER                                                                           DATE OF THIS ESTIMATE  10/23/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
158 DRIVE PILE (CLASS 400) (ALTERNATIVE W)   EA        1,000.0000     97,000.00                                    98.000     98,000
159 FURNISH CAST-IN-STEEL-SHELL CONCRETE     M           280.0000     70,560.00                                   252.000     70,560
    PILING (610 MM)
160 DRIVE CAST-IN-STEEL-SHELL CONCRETE       EA        1,500.0000     21,000.00                                    14.000     21,000
    PILE (610 MM)
161 PRESTRESSING CAST-IN-PLACE CONCRETE      LS      500,000.0000    500,000.00                                     0.502    251,000
162 STRUCTURAL CONCRETE, BRIDGE FOOTING      M3          430.0000    445,480.00        22.500     9,675.00        635.500    273,265
(F)
163 STRUCTURAL CONCRETE, BRIDGE              M3          855.0000  6,532,200.00       161.000   137,655.00      3,459.000  2,957,445
(F)
164 STRUCTURAL CONCRETE, RETAINING WALL      M3          700.0000    718,900.00       107.600    75,320.00      1,026.600    718,620
(F)
165 STRUCTURAL CONCRETE, ANCHOR BLOCK        M3        3,000.0000      9,000.00                                     3.000      9,000
(F) TRANSITION
166 STRUCTURAL CONCRETE, BARRIER SLAB        M3          575.0000    206,425.00       269.000   154,675.00        359.000    206,425
(F)
167 STRUCTURAL CONCRETE, APPROACH SLAB       M3          800.0000    588,800.00                                   230.000    184,000
(F) (TYPE N)
168 CLASS 2 CONCRETE (WINGWALLS)             M3        1,900.0000     60,800.00                                    32.000     60,800
(F)
169 CLASS 2 CONCRETE (BACKFILL)              M3          320.0000     28,160.00                                    88.000     28,160
(F)
170 CLASS 1 CONCRETE (BOX CULVERT)           M3        1,000.0000    654,000.00                                   654.000    654,000
(F)
171 MINOR CONCRETE (MINOR STRUCTURE)         M3        1,300.0000    939,900.00        37.440    48,672.00        396.440    515,372
(F)
172 ARCHITECTURAL TREATMENT                  M2          170.0000     32,810.00                                   193.000     32,810
(F) (FRACTURED GRANITE TEXTURE)
173 ARCHITECTURAL TREATMENT                  M2           38.0000    193,078.00       210.500     7,999.00      4,426.800    168,218
(F) (DRYSTACK STONE TEXTURE)
174 DRILL AND BOND DOWEL                     M           100.0000      5,300.00                                    53.000      5,300
175 CLEAN EXPANSION JOINT                    M            95.0000      3,420.00                                    25.700      2,441
176 SOUND WALL (BARRIER) (MASONRY BLOCK)     M2          175.0000    384,125.00                                 1,874.000    327,950
(F)
177 SOUND WALL (MASONRY BLOCK)               M2          175.0000    124,075.00                                     0.000          0
(F)
178 JOINT SEAL ASSEMBLY (MR 80 MM)           M           700.0000     25,900.00                                     0.000          0
179 JOINT SEAL ASSEMBLY (MR 90 MM)           M           725.0000      8,700.00                                     0.000          0
180 JOINT SEAL (MR 40 MM)                    M           200.0000     24,800.00                                    17.700      3,540
181 JOINT SEAL (MR 50 MM)                    M           260.0000     34,320.00                                    17.300      4,498
182 BAR REINFORCING STEEL                    KG            2.5000     33,375.00                                 3,958.900      9,897
(F)
183 BAR REINFORCING STEEL (BRIDGE)           KG            1.8000  2,185,740.00    19,295.500    34,731.90    544,474.200    980,053
(F)
184 BAR REINFORCING STEEL (RETAINING WALL)   KG            2.2500    167,287.50                                74,350.000    167,287
(F)
PROGRAM CAS145                                                                                                               PAGE  8
DATE 10/23/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161E4
TIME 07:17 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 11/30/10                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/12
R.E. NAME:  MUTUTWA, PETER                                                                           DATE OF THIS ESTIMATE  10/23/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
185 BAR REINFORCING STEEL (BOX CULVERT)      KG            1.7500    178,783.50                               102,162.000    178,783
(F)
186 SHOTCRETE                                M3          625.0000     70,625.00                                   113.000     70,625
(F)
187 FURNISH SIGN STRUCTURE (TUBULAR)         KG            9.0000    491,373.00                                     0.000          0
(F)
188 INSTALL SIGN STRUCTURE (TUBULAR)         KG            1.0000     54,597.00                                     0.000          0
(F)
189 FURNISH LAMINATED PANEL SIGN             M2          215.0000     27,950.00                                     0.000          0
    (25.4 MM-TYPE A)
190 FURNISH LAMINATED PANEL SIGN             M2          210.0000      1,260.00                                     0.000          0
    (25.4 MM-TYPE B)
191 FURNISH LAMINATED PANEL SIGN             M2          230.0000      6,440.00                                     0.000          0
    (63.5 MM-TYPE B)
192 FURNISH SINGLE SHEET ALUMINUM SIGN       M2          115.0000     19,550.00                                    10.540      1,212
    (1.6 MM-UNFRAMED)
193 FURNISH SINGLE SHEET ALUMINUM SIGN       M2          125.0000     13,750.00                                     0.000          0
    (2.0 MM-UNFRAMED)
194 FURNISH SINGLE SHEET ALUMINUM SIGN       M2          150.0000      7,200.00                                     0.000          0
    (1.6 MM-FRAMED)
195 FURNISH SINGLE SHEET ALUMINUM SIGN       M2          150.0000      4,200.00                                     0.000          0
    (2.0 MM-FRAMED)
196 1524 MM CAST-IN-DRILLED-HOLE             M         2,200.0000    173,800.00                                     0.000          0
    CONCRETE PILE (SIGN FOUNDATION)
197 METAL (RAIL MOUNTED SIGN)                KG           25.0000     11,500.00                                     0.000          0
198 ROADSIDE SIGN - ONE POST                 EA          300.0000     84,000.00                                    19.000      5,700
199 ROADSIDE SIGN - TWO POST                 EA          750.0000     18,000.00                                     0.000          0
200 INSTALL SIGN (STRAP AND SADDLE BRACKET   EA          200.0000      7,600.00                                     0.000          0
    METHOD)
201 INSTALL ROADSIDE SIGN                    EA          200.0000      1,000.00                                     0.000          0
    (LAMINATED WOOD BOX POST)
202 TIMBER LAGGING                           M3          750.0000     57,750.00                                    77.000     57,750
(F)
203 CLEAN AND PAINT STEEL SOLDIER            LS       30,000.0000     30,000.00                                     1.000     30,000
    PILING
204 450 MM ALTERNATIVE PIPE CULVERT          M           140.0000     28,000.00                                    30.500      4,270
205 600 MM ALTERNATIVE PIPE CULVERT          M           145.0000    732,250.00       571.500    82,867.50      2,354.550    341,409
206 900 MM ALTERNATIVE PIPE CULVERT          M           160.0000     27,200.00                                   165.300     26,448
207 200 MM PLASTIC PIPE                      M           240.0000      3,360.00                                    14.000      3,360
208 300 MM REINFORCED CONCRETE PIPE          M           100.0000        800.00                                     2.000        200
    (RUBBER GASKET JOINT)
209 375 MM REINFORCED CONCRETE PIPE          M           110.0000      3,300.00                                    29.240      3,216
    (RUBBER GASKET JOINT)
210 450 MM REINFORCED CONCRETE PIPE          M           120.0000     18,000.00                                   186.615     22,393
    (RUBBER GASKET JOINT)
211 600 MM REINFORCED CONCRETE PIPE          M           155.0000    517,700.00       214.000    33,170.00      2,179.077    337,756
    (RUBBER GASKET JOINT)
PROGRAM CAS145                                                                                                               PAGE  9
DATE 10/23/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161E4
TIME 07:17 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 11/30/10                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/12
R.E. NAME:  MUTUTWA, PETER                                                                           DATE OF THIS ESTIMATE  10/23/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
212 750 MM REINFORCED CONCRETE PIPE          M           210.0000    168,000.00                                   674.458    141,636
    (RUBBER GASKET JOINT)
213 900 MM REINFORCED CONCRETE PIPE          M           270.0000    178,200.00        15.000     4,050.00        395.560    106,801
    (RUBBER GASKET JOINT)
214 1050 MM REINFORCED CONCRETE PIPE         M           350.0000     26,600.00                                    75.100     26,285
    (RUBBER GASKET JOINT)
215 1200 MM REINFORCED CONCRETE PIPE         M           420.0000     54,600.00                                   131.700     55,314
    (RUBBER GASKET JOINT)
216 1500 MM REINFORCED CONCRETE PIPE         M           600.0000     44,400.00                                    73.500     44,100
    (RUBBER GASKET JOINT)
217 JACKED 600 MM REINFORCED CONCRETE PIPE   M         1,300.0000    897,000.00        22.600    29,380.00        412.604    536,385
    (CLASS III)
218 JACKED 750 MM REINFORCED CONCRETE PIPE   M         1,400.0000    406,000.00                                   289.760    405,664
    (CLASS III)
219 JACKED 900 MM REINFORCED CONCRETE PIPE   M         1,880.0000    152,280.00        36.000    67,680.00         80.900    152,092
    (CLASS III)
220 JACKED 1050 MM REINFORCED CONCRETE PIPE  M         1,900.0000    285,000.00                                   146.800    278,920
    (CLASS III)
221 300 MM CORRUGATED STEEL PIPE             M           170.0000      5,100.00                                    37.200      6,324
    (2.01 MM THICK)
222 300 MM CORRUGATED STEEL PIPE DOWNDRAIN   M           180.0000     30,600.00                                    27.000      4,860
    (2.01 MM THICK)
223 600 MM CORRUGATED STEEL PIPE DOWNDRAIN   M           280.0000    207,200.00        49.100    13,748.00        391.270    109,555
    (2.77 MM THICK)
224 300 MM ENTRANCE TAPER                    EA          250.0000      3,750.00                                     5.000      1,250
225 900 MM CORRUGATED STEEL PIPE INLET       M           800.0000     58,400.00                                    50.744     40,595
    (2.77 MM THICK)
226 1200 MM CORRUGATED STEEL PIPE RISER      M         1,500.0000     24,000.00                                    12.080     18,120
    (2.77 MM THICK)
227 WELDED STEEL PIPE CASING (BRIDGE)        M           150.0000     14,400.00                                    48.000      7,200
228 1500 MM WELDED STEEL PIPE                M         2,400.0000     40,800.00                                     0.000          0
    (9.53 MM THICK)
229 450 MM ALTERNATIVE FLARED END SECTION    EA          400.0000      8,000.00                                    14.000      5,600
230 600 MM ALTERNATIVE FLARED END SECTION    EA          500.0000     60,000.00         5.000     2,500.00         52.000     26,000
231 750 MM ALTERNATIVE FLARED END SECTION    EA          600.0000      4,800.00         1.000       600.00          6.000      3,600
232 900 MM ALTERNATIVE FLARED END SECTION    EA          750.0000      7,500.00                                     7.000      5,250
233 1200 MM ALTERNATIVE FLARED END SECTION   EA        1,600.0000      3,200.00                                     2.000      3,200
234 MANHOLE (TYPE SO)                        EA        4,000.0000      8,000.00                                     3.000     12,000
235 MANHOLE (TYPE A)                         EA        3,000.0000     30,000.00                                     5.000     15,000
236 MANHOLE (TYPE B)                         EA        6,000.0000    120,000.00                                    15.000     90,000
237 MINOR CONCRETE (BACKFILL)                M3          200.0000      7,800.00                                    27.500      5,500
238 ROCK SLOPE PROTECTION                    M3           80.0000    649,600.00       536.800    42,944.00      4,443.380    355,470
    (FACING, METHOD B)
PROGRAM CAS145                                                                                                               PAGE 10
DATE 10/23/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161E4
TIME 07:17 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 11/30/10                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/12
R.E. NAME:  MUTUTWA, PETER                                                                           DATE OF THIS ESTIMATE  10/23/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
239 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
240 ROCK SLOPE PROTECTION (1/4T, METHOD B)   M3          100.0000    141,000.00                                 1,084.220    108,422
241 SLOPE PAVING (CONCRETE)                  M3          800.0000    254,400.00                                   112.000     89,600
(F) (EXPOSED AGGREGATE)
242 ROCK SLOPE PROTECTION FABRIC             M2            1.0000     19,300.00     1,747.000     1,747.00      9,143.310      9,143
243 MINOR CONCRETE (MISCELLANEOUS            M3          550.0000  1,144,000.00       269.380   148,159.00      1,968.560  1,082,708
    CONSTRUCTION)
244 MINOR CONCRETE (EXPOSED AGGREGATE        M2           50.0000     83,500.00                                     0.000          0
    CONCRETE)
245 MINOR CONCRETE (GUTTER)                  M            75.0000     34,350.00                                   457.000     34,275
(F)
246 MISCELLANEOUS IRON AND STEEL             KG            3.0000    142,989.00     2,700.000     8,100.00     22,688.000     68,064
(F)
247 MANHOLE FRAME AND COVER                  EA        1,000.0000     23,000.00                                    13.000     13,000
248 MANHOLE FRAME AND GRATE                  EA        1,000.0000      9,000.00                                     1.000      1,000
249 BRIDGE DECK DRAINAGE SYSTEM              KG           20.0000     49,480.00                                     0.000          0
(F)
250 WELL DEVELOPMENT                         LS        5,000.0000      5,000.00                                     0.000          0
251 TESTING WELL                             HR          200.0000      2,000.00                                     0.000          0
252 DRILL PILOT HOLE                         M           150.0000     15,000.00                                   100.000     15,000
253 REAMING WATER WELL                       M           325.0000     32,500.00                                   100.580     32,688
254 CONDUCTOR CASING                         M           315.0000      5,040.00                                    15.240      4,800
255 BLANK WELL CASING                        M           120.0000     11,760.00                                    97.540     11,704
256 WELL SCREEN                              M           430.0000      5,160.00                                    12.190      5,241
257 WATER SUPPLY SYSTEM                      LS       20,000.0000     20,000.00         0.350     7,000.00          0.450      9,000
258 MOBILIZATION, DEMOBILIZATION,            LS        6,000.0000      6,000.00                                     0.000          0
    AND FINAL CLEANUP
259 FENCE (TYPE BW, METAL POST)              M            15.5000     86,025.00                                     0.000          0
260 CHAIN LINK FENCE (TYPE CL-1.8)           M            32.5000    272,675.00                                   366.230     11,902
261 1.8 M CHAIN LINK GATE (TYPE CL-1.8)      EA          600.0000        600.00                                     3.000      1,800
262 3.0 M CHAIN LINK GATE (TYPE CL-1.8)      EA          835.0000     80,160.00                                     0.000          0
263 DELINEATOR (CLASS 1)                     EA           20.0000      8,400.00                                     0.000          0
264 CONCRETE BARRIER MARKER                  EA           20.0000      4,400.00                                     0.000          0
265 OBJECT MARKER                            EA           25.0000        900.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE 11
DATE 10/23/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161E4
TIME 07:17 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 11/30/10                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/12
R.E. NAME:  MUTUTWA, PETER                                                                           DATE OF THIS ESTIMATE  10/23/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
266 METAL BEAM GUARD RAILING (STEEL POST)    M            58.0000    384,540.00       102.600     5,950.80        445.500     25,839
267 VEGETATION CONTROL (MINOR CONCRETE)      M2           45.0000    504,000.00                                     0.000          0
268 CHAIN LINK RAILING (TYPE 7)              M           170.0000    100,130.00                                   136.000     23,120
(F) (BLACK VINYL-COATED)
269 CONCRETE BARRIER (TYPE 26 MODIFIED)      M           550.0000    324,500.00                                   136.000     74,800
(F)
270 CONCRETE BARRIER (TYPE 27A MODIFIED)     M           315.0000     44,415.00                                   141.000     44,415
(F)
271 CONCRETE BARRIER (TYPE 27 MODIFIED)      M           400.0000     26,800.00                                    67.000     26,800
(F)
272 DOUBLE METAL BEAM GUARD RAILING          M           106.0000     11,660.00                                     0.000          0
    (STEEL POST)
273 DOUBLE THRIE BEAM BARRIER (STEEL POST)   M           160.0000      9,600.00                                     0.000          0
274 CABLE RAILING                            M            30.0000     21,750.00        37.600     1,128.00        530.000     15,900
(F)
275 TRANSITION RAILING (TYPE WB)             EA        3,650.0000     80,300.00         1.000     3,650.00          1.000      3,650
276 END ANCHOR ASSEMBLY (TYPE SFT)           EA          530.0000     10,070.00         1.000       530.00          1.000        530
277 ALTERNATIVE IN-LINE TERMINAL SYSTEM      EA        3,000.0000     24,000.00         2.000     6,000.00          2.000      6,000
278 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        2,200.0000     48,400.00                                     2.000      4,400
279 CONCRETE BARRIER (TYPE 60)               M           115.0000    335,800.00                                     0.000          0
280 CONCRETE BARRIER (TYPE 60C)              M           142.0000    147,680.00                                     0.000          0
281 CONCRETE BARRIER (TYPE 60D)              M           200.0000     59,200.00                                     0.000          0
(F)
282 CONCRETE BARRIER (TYPE 60S)              M           138.0000     37,260.00                                     0.000          0
283 CONCRETE BARRIER (TYPE 60SC)             M           140.0000    355,600.00                                     0.000          0
284 CONCRETE BARRIER (TYPE 60SE)             M           675.0000     28,350.00                                     0.000          0
285 CONCRETE BARRIER                         M           280.0000    214,480.00                                   289.000     80,920
(F) (TYPE 732 MODIFIED)
286 CONCRETE BARRIER (TYPE 736A)             M           285.0000      9,690.00                                    34.000      9,690
287 CONCRETE BARRIER (TYPE 736 MODIFIED)     M           270.0000     89,370.00       331.000    89,370.00        331.000     89,370
(F)
288 CONCRETE BARRIER (TYPE 736B)             M           420.0000     75,600.00                                     0.000          0
289 CONCRETE BARRIER (TYPE 736SV)            M           310.0000    223,200.00       150.000    46,500.00        708.000    219,480
290 THERMOPLASTIC PAVEMENT MARKING           M2           35.0000     39,900.00       297.260    10,404.10        322.580     11,290
291 THERMOPLASTIC TRAFFIC STRIPE             M             0.6500     34,125.00     5,942.800     3,862.82      7,198.850      4,679
    (SPRAYABLE)
292 100 MM THERMOPLASTIC TRAFFIC STRIPE      M             1.2000     21,720.00       942.800     1,131.36      6,911.200      8,293
PROGRAM CAS145                                                                                                               PAGE 12
DATE 10/23/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161E4
TIME 07:17 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 11/30/10                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/12
R.E. NAME:  MUTUTWA, PETER                                                                           DATE OF THIS ESTIMATE  10/23/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
293 200 MM THERMOPLASTIC TRAFFIC STRIPE      M             3.0000     21,540.00      -454.700    -1,364.10      1,145.300      3,435
294 200 MM THERMOPLASTIC TRAFFIC STRIPE      M             4.0000      1,760.00                                     0.000          0
    (BROKEN 3.66 M - 0.92 M)
295 100 MM THERMOPLASTIC TRAFFIC STRIPE      M             1.0000        220.00        80.100        80.10         80.100         80
    (BROKEN 1.83 M - 0.30 M)
296 100 MM THERMOPLASTIC TRAFFIC STRIPE      M             1.0000     20,100.00       234.300       234.30      1,834.300      1,834
    (BROKEN 10.98 M - 3.66 M)
297 100 MM THERMOPLASTIC TRAFFIC STRIPE      M             1.0000      3,910.00       203.400       203.40      1,349.730      1,349
    (BROKEN 5.18 M - 2.14 M)
298 PAINT TRAFFIC STRIPE (2-COAT)            M             0.5500     49,665.00                                43,595.990     23,977
299 PAINT PAVEMENT MARKING (2-COAT)          M2           45.0000     16,200.00                                   246.040     11,071
300 PAVEMENT MARKER (NON-REFLECTIVE)         EA            2.0000     10,100.00                                     0.000          0
301 PAVEMENT MARKER (RETROREFLECTIVE)        EA            3.0000     35,400.00       139.000       417.00      3,647.000     10,941
302 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS        2,000.0000      2,000.00                                     0.302        604
    SYSTEM ELEMENTS DURING CONSTRUCTION
303 SIGNAL AND LIGHTING                      LS      120,000.0000    120,000.00                                     0.200     24,000
304 SIGNAL AND LIGHTING                      LS      215,000.0000    215,000.00         0.200    43,000.00          0.460     98,900
    (CITY STREET LOCATION 1)
305 SIGNAL AND LIGHTING                      LS      155,000.0000    155,000.00                                     0.000          0
    (CITY STREET LOCATION 2)
306 SIGNAL AND LIGHTING                      LS      130,000.0000    130,000.00         0.300    39,000.00          0.610     79,300
    (CITY STREET LOCATION 3)
307 SIGNAL AND LIGHTING                      LS      170,000.0000    170,000.00                                     0.110     18,700
    (CITY STREET LOCATION 4)
308 MODIFY SIGNAL AND LIGHTING               LS      150,000.0000    150,000.00         0.180    27,000.00          0.220     33,000
    (CITY STREET LOCATION 1)
309 MODIFY SIGNAL AND LIGHTING               LS       10,000.0000     10,000.00                                     0.000          0
    (CITY STREET LOCATION 2)
310 REMOVE EXISTING ELECTRICAL SYSTEM        LS       11,000.0000     11,000.00                                     0.200      2,200
311 LIGHTING AND SIGN ILLUMINATION           LS      245,000.0000    245,000.00         0.030     7,350.00          0.160     39,200
312 SPRINKLER CONTROL CONDUIT (BRIDGE)       M            58.0000     52,954.00                                   454.290     26,348
(F)
313 ELECTRIC SERVICE (IRRIGATION)            LS       13,000.0000     13,000.00         0.080     1,040.00          0.120      1,560
314 BOOSTER PUMP ELECTRICAL SYSTEM           LS       39,000.0000     39,000.00                                     0.000          0
315 WELL PUMP ELECTRICAL SYSTEM              LS       22,600.0000     22,600.00                                     0.000          0
316 MICROWAVE VEHICLE DETECTION SYSTEM       LS       65,000.0000     65,000.00                                     0.000          0
317 CLOSED CIRCUIT TELEVISION SYSTEM         LS      100,000.0000    100,000.00                                     0.075      7,500
318 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
319 BRIDGE REMOVAL                           LS       18,000.0000     18,000.00                                     1.000     18,000
PROGRAM CAS145                                                                                                               PAGE 13
DATE 10/23/12                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161E4
TIME 07:17 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 11/30/10                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/20/12
R.E. NAME:  MUTUTWA, PETER                                                                           DATE OF THIS ESTIMATE  10/23/12
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                            2,266,085.53               35,222,926.49
         ADJUSTMENT OF COMPENSATION                                                           165,334.29                  433,009.06
         EXTRA WORK                                                                           142,406.83                1,828,049.14
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                             2,573,826.65               37,483,984.69
320 MOBILIZATION                             LS    4,273,716.0000  4,273,716.00                                     1.000  4,273,716
         ORIGINAL CONTRACT AMOUNT                              72,271,741.00
    TOTAL WORK COMPLETED                                                                    2,573,826.65               41,757,700.69
         MATERIALS ON HAND ON SITE                                                                                      1,006,574.47
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                           -10,000.00                  -40,000.00
    TOTAL                                                                                   2,563,826.65               42,724,275.16
             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
  02/24/11     850   04/20/11  04/11/11  06/04/14       320         57            0           0             55%            44%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  MUTUTWA, PETER
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 10/23/12