PROGRAM CAS145   S C H E D U L E   O F   E X T R A   W O R K    PAGE NO.  1
     DATE 12/23/10                                                    EST. NO.11
     TIME 01:16 PM
     R.E. NAME: KISHIYAMA, DARIN                                       04-283814
     ---------------------------------------------------------------------------
     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 0233         919.17 E.W. @ F.A.(+) 091510 N 0287.0
         0237       1,501.71                091710 N 0292.0
         0238       1,431.87                091510 N 0293.0
         0239       1,550.16                091610 N 0294.0
         0240       1,504.34                092110 N 0295.0
         0241         928.34                092010 N 0296.0
         0242         986.51                092110 N 0297.0
         0244         335.25                100110 N 0299.0
         0247       1,480.34                100410 N 0305.0
         0248       1,808.65                100110 N 0306.0
         0249         577.73                092810 N 0309.0
         0250         324.90                092010 N 0310.0
         0251         414.55                091710 N 0313.0
         0252         454.46                092910 N 0315.0
         0255       1,053.87                093010 N 0320.0
         0257       1,458.97                092910 N 0322.0
         0260       1,550.16                092310 N 0325.0
         0261       1,601.75                092810 N 0326.0
         0262       1,528.79                092210 N 0327.0
         0263         353.05                092410 N 0328.0
         0265          74.08                092210 N 0333.0
         0266         316.56                092110 N 0334.0
         0268         333.23                092710 N 0338.0
         0269       1,528.79                092710 N 0339.0
         0270       1,321.41                092410 N 0340.0
         0271         937.49                092410 N 0341.0
         0272       1,035.55                092710 N 0342.0
         0277       1,172.18                102010 N 0346.0
         0279       1,017.24                101310 N 0348.0
         0280         454.47                101110 N 0350.0
         0281       1,017.24                101410 N 0351.0
         0282          90.74                101210 N 0353.0
         0283         977.37                101110 N 0355.0
         0284       1,017.24                101210 N 0356.0
         0285       1,172.18                101310 N 0357.0
         0286       1,017.24                102010 N 0358.0
         0287       1,172.18                101810 N 0359.0
         0288       1,017.24                101810 N 0360.0
         0289       1,017.24                101910 N 0361.0
         0291       1,172.18                101210 N 0364.0
         0296         369.67                100810 N 0371.0
         0326          53.11                101510 N 0411.0
     003 0007         250.00 E.W. @ F.A.(+) 100510 N 0344.0
     004 0002       1,862.50 E.W. @ F.A.(+) 101510 N 0343.0
     010 0022         185.52 E.W. @ F.A.(+) 100110 N 0300.0
         0023         185.52                100210 N 0301.0
         0024         148.16                092810 N 0307.0
         0025         185.52                091710 N 0308.0
         0026         148.16                092010 N 0311.0
         0027         148.16                092910 N 0314.0
         0028         185.52                093010 N 0316.0
     PROGRAM CAS145   S C H E D U L E   O F   E X T R A   W O R K    PAGE NO.  2
     DATE 12/23/10                                                    EST. NO.11
     TIME 01:16 PM
     R.E. NAME: KISHIYAMA, DARIN                                       04-283814
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
         0029         181.48                092510 N 0319.0
         0030         148.16                092410 N 0329.0
         0031         181.48                092310 N 0330.0
         0032         148.16                092210 N 0332.0
         0033         148.16                092110 N 0335.0
         0034         148.16                092710 N 0337.0
         0035         181.48                101110 N 0349.0
         0036         181.48                101210 N 0352.0
         0037         181.48                100910 N 0370.0
         0039         185.52                100610 N 0377.0
         0040         148.16                100710 N 0379.0
         0041         148.16                100510 N 0381.0
         0042         148.16                100410 N 0382.0
         0043         164.82                110110 N 0394.0
         0044         102.18                102110 N 0398.0
         0045         153.27                101610 N 0407.0
         0046         181.48                101510 N 0408.0
         0047         181.48                101310 N 0409.0
         0048         181.48                101410 N 0410.0
         0049         164.82                110210 N 0415.0
         0050         164.82                110310 N 0421.0
         0051         164.82                112210 N 0435.0
         0052         164.82                113010 N 0436.0
         0053         164.82                110410 N 0444.0
         0054         164.82                110510 N 0447.0
         0055         148.16                110810 N 0448.0
     011 0008         456.85 E.W. @ F.A.(+) 092910 N 0312.0
         0011       1,457.46                110410 N 0445.0
     017 0001       6,000.00 E.W. @ L.S.(+) 092010 N RE0001
         0002     101,997.78 E.W. @ U.P (+) 092110 N RE0002
     018 0001         376.72 E.W. @ F.A.(+) 100110 N 0354.0
         0002       1,213.82                101110 N 0362.0
         0003         690.53                101310 N 0414.0
         0004       1,543.45                102510 N 0433.0
         0005       1,807.46                102810 N 0434.0
         0006          68.74                111710 N 0441.0
                  163,192.90  TOTAL THIS ESTIMATE
                  471,105.27  TOTAL PREVIOUS ESTIMATE
                  634,298.17  TOTAL TO DATE
     PROGRAM CAS145   S C H E D U L E   O F   D E D U C T I O N S    PAGE NO.  1
     DATE 12/23/10                                                    EST. NO.11
     TIME 01:16 PM
     R.E. NAME: KISHIYAMA, DARIN                                       04-283814
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT ***
PROGRAM CAS145                                                                                                               PAGE  1
DATE 12/23/10                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-283814
TIME 01:16 PM                                                                                                        ESTIMATE NO. 11
BID OPENING 11/10/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/10
R.E. NAME:  KISHIYAMA, DARIN                                                                         DATE OF THIS ESTIMATE  12/23/10
        LOCATION                                        PROGRESS ESTIMATE
04-SON-116-41.8/44.7                                    -----------------
                                ARGONAUT CONSTRUCTORS, INC                                IN SONOMA COUNTY ABOUT 9 KM EAST OF
                                1236 CENTRAL AVENUE                                       PETALUMA FROM ADOBE ROAD TO 0.2 KM
                                SANTA ROSA CA   95402                                     WEST OF ARNOLD DRIVE
FED. AID NO. ACHS-P116(42)E  ,STP-P116(42)E
                                                                                          CONSTRUCT RETAINING WALLS
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS      2,500.0000      2,500.00                                     0.500      1,250.00
02 SMALL BUSINESS UTILIZATION REPORT        EA        250.0000      2,250.00                                     5.000      1,250.00
03 TIME-RELATED OVERHEAD                    WDAY      410.0000    180,400.00                                   143.000     58,630.00
04 TEMPORARY FENCE (TYPE BW)                M           8.2000     30,094.00                                 3,844.860     31,527.85
05 TEMPORARY FENCE (TYPE ESA)               M           6.2000     11,718.00                                 1,986.150     12,314.13
06 TEMPORARY SHORING                        M2        137.0000    104,120.00                                    44.400      6,082.80
07 TEMPORARY CREEK DIVERSION SYSTEM         LS     16,000.0000     16,000.00                                     1.000     16,000.00
   (LOCATION 1)
08 TEMPORARY CREEK DIVERSION SYSTEM         LS     18,500.0000     18,500.00                                     0.000          0.00
   (LOCATION 2)
09 TEMPORARY CREEK DIVERSION SYSTEM         LS     16,000.0000     16,000.00                                     1.000     16,000.00
   (LOCATION 3)
10 TEMPORARY CREEK DIVERSION SYSTEM         LS     23,000.0000     23,000.00                                     1.000     23,000.00
   (LOCATION 4)
11 TEMPORARY CREEK DIVERSION SYSTEM         LS     16,000.0000     16,000.00                                     1.000     16,000.00
   (LOCATION 5)
12 TEMPORARY CREEK DIVERSION SYSTEM         LS     23,000.0000     23,000.00                                     1.000     23,000.00
   (LOCATION 6)
13 CONSTRUCTION SITE MANAGEMENT             LS      2,500.0000      2,500.00         0.050       125.00          0.350        875.00
14 PREPARE STORM WATER POLLUTION            LS      2,500.0000      2,500.00         0.050       125.00          0.605      1,512.50
   PREVENTION PLAN
15 TEMPORARY SILT FENCE                     M           8.0000     35,040.00                                 2,146.200     17,169.60
16 TEMPORARY GRAVEL BAG BERM                M           5.5000     14,080.00                                   140.000        770.00
17 TEMPORARY CONSTRUCTION ENTRANCE          EA      1,700.0000     10,200.00         0.750     1,275.00         11.750     19,975.00
18 TEMPORARY COVER                          M2          3.1000      7,967.00                                   988.000      3,062.80
19 TEMPORARY CHECK DAM                      M           6.4000        832.00       300.000     1,920.00      1,212.000      7,756.80
20 MOVE-IN/MOVE-OUT                         EA        825.0000      4,950.00                                     6.000      4,950.00
   (TEMPORARY EROSION CONTROL)
21 TEMPORARY DRAINAGE INLET PROTECTION      EA        118.0000      7,080.00                                    46.000      5,428.00
22 TEMPORARY HYDRAULIC MULCH                M2          0.7500     12,900.00                                40,053.850     30,040.39
   (BONDED FIBER MATRIX)
PROGRAM CAS145                                                                                                               PAGE  2
DATE 12/23/10                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-283814
TIME 01:16 PM                                                                                                        ESTIMATE NO. 11
BID OPENING 11/10/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/10
R.E. NAME:  KISHIYAMA, DARIN                                                                         DATE OF THIS ESTIMATE  12/23/10
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
23 STREET SWEEPING                          LS     11,000.0000     11,000.00         0.050       550.00          0.550      6,050.00
24 TEMPORARY CONCRETE WASHOUT BIN           EA        800.0000     11,200.00                                     8.000      6,400.00
25 CONSTRUCTION AREA SIGNS                  LS      5,000.0000      5,000.00                                     0.750      3,750.00
26 TRAFFIC CONTROL SYSTEM                   LS     75,000.0000     75,000.00         0.050     3,750.00          0.455     34,125.00
27 TEMPORARY TRAFFIC STRIPE (TAPE)          M           5.3000     53,530.00                                13,870.840     73,515.45
28 TEMPORARY PAVEMENT MARKING (TAPE)        M2        100.0000        900.00                                     0.000          0.00
29 CHANNELIZER (SURFACE MOUNTED)            EA         25.0000     10,000.00                                     0.000          0.00
30 TEMPORARY PAVEMENT MARKER                EA          3.5000      2,905.00                                 2,251.000      7,878.50
31 PORTABLE CHANGEABLE MESSAGE SIGN         LS     25,000.0000     25,000.00         0.050     1,250.00          0.383      9,575.00
32 TEMPORARY RAILING (TYPE K)               M          15.0000     41,700.00                                 2,780.000     41,700.00
33 TEMPORARY CRASH CUSHION MODULE           EA        175.0000     43,750.00                                    77.000     13,475.00
34 ABANDON CULVERT                          EA        500.0000        500.00                                     3.000      1,500.00
35 REMOVE FENCE                             M           5.0000     29,750.00                                 5,950.000     29,750.00
36 REMOVE METAL BEAM GUARD RAILING          M          20.0000     25,200.00                                   703.400     14,068.00
37 REMOVE FLARED END SECTION                EA        225.0000        225.00                                     1.000        225.00
38 REMOVE YELLOW THERMOPLASTIC TRAFFIC      M           1.5000      2,760.00                                 9,970.850     14,956.28
   STRIPE
39 REMOVE THERMOPLASTIC TRAFFIC STRIPE      M           1.5000      2,625.00                                 3,086.700      4,630.05
40 REMOVE PAVEMENT MARKER                   EA          1.0000        270.00                                 2,316.000      2,316.00
41 REMOVE ROADSIDE SIGN                     EA         50.0000      1,100.00                                     0.000          0.00
42 REMOVE ASPHALT CONCRETE DIKE             M           5.0000        500.00                                   100.000        500.00
43 REMOVE CULVERT                           M          21.0000      4,200.00                                   198.000      4,158.00
44 REMOVE PIPE                              M          58.0000      7,540.00                                     0.000          0.00
45 REMOVE INLET                             EA        510.0000      1,530.00                                     3.000      1,530.00
46 REMOVE HEADWALL                          EA      1,150.0000     16,100.00                                    12.500     14,375.00
47 REMOVE BASE AND SURFACING                M3         10.5000     33,600.00                                 3,200.000     33,600.00
48 RELOCATE ROADSIDE SIGN                   EA        150.0000      5,550.00                                     0.000          0.00
49 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          4.5000      7,920.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  3
DATE 12/23/10                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-283814
TIME 01:16 PM                                                                                                        ESTIMATE NO. 11
BID OPENING 11/10/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/10
R.E. NAME:  KISHIYAMA, DARIN                                                                         DATE OF THIS ESTIMATE  12/23/10
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
50 REMOVE CONCRETE                          M3         66.0000      5,412.00                                    55.300      3,649.80
51 CLEARING AND GRUBBING                    LS    150,000.0000    150,000.00                                     0.920    138,000.00
52 DEVELOP WATER SUPPLY                     LS      5,000.0000      5,000.00                                     1.000      5,000.00
53 ROADWAY EXCAVATION                       M3         10.5000    601,650.00                                63,555.760    667,335.48
54 LEAD COMPLIANCE PLAN                     LS      3,300.0000      3,300.00                                     1.000      3,300.00
55 CHANNEL EXCAVATION                       M3         21.0000      5,250.00                                   250.000      5,250.00
56 STRUCTURE EXCAVATION (RETAINING WALL)    M3         16.0000     53,920.00                                 3,370.000     53,920.00
F)
57 STRUCTURE EXCAVATION (SOIL NAIL WALL)    M3         22.5000     64,710.00        11.750       264.38      2,835.550     63,799.88
F)
58 STRUCTURE BACKFILL (SLURRY CEMENT)       M3        140.0000      5,040.00                                     0.000          0.00
F)
59 STRUCTURE BACKFILL (RETAINING WALL)      M3         39.0000     80,847.00                                   673.000     26,247.00
F)
60 STRUCTURE BACKFILL (SOIL NAIL WALL)      M3         53.0000      6,731.00                                     0.000          0.00
F)
61 PERVIOUS BACKFILL MATERIAL (RETAINING    M3         74.0000     12,876.00                                    60.000      4,440.00
F) WALL)
62 SAND BACKFILL                            M3        236.0000      1,416.00                                     0.000          0.00
63 CONCRETE BACKFILL (FAST SETTING          M3        465.0000    124,620.00                                   209.000     97,185.00
F) CONCRETE)
64 SOIL NAIL ASSEMBLY                       M          62.0000    489,738.00       241.920    14,999.04      7,483.170    463,956.54
65 IMPORTED MATERIAL (SHOULDER BACKING)     TONN       39.0000     14,820.00                                     0.000          0.00
66 EROSION CONTROL (COMPOST BLANKET)        M3        130.0000     28,600.00                                     0.000          0.00
67 EROSION CONTROL (TYPE D)                 M2          0.9200     63,112.00     4,858.000     4,469.36     69,318.000     63,772.56
68 EROSION CONTROL (NETTING)                M2          4.3000     10,922.00                                 2,537.000     10,909.10
69 FIBER ROLLS                              M           7.5000     74,850.00                                 8,430.900     63,231.75
70 COMPOST, INCORPORATE                     M2         40.0000      7,600.00                                     0.000          0.00
71 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA        975.0000      5,850.00         1.000       975.00          6.000      5,850.00
72 PLANT (GROUP M)                          EA          5.5000      5,115.00                                     0.000          0.00
73 PLANT (GROUP W)                          EA         65.0000      2,925.00                                     0.000          0.00
74 PLANT ESTABLISHMENT WORK                 LS     14,500.0000     14,500.00                                     0.000          0.00
75 CLASS 3 AGGREGATE BASE                   M3         36.0000    554,400.00                                14,261.040    513,397.44
76 REPLACE ASPHALT CONCRETE SURFACING       M3        230.0000    184,000.00                                   794.960    182,840.80
PROGRAM CAS145                                                                                                               PAGE  4
DATE 12/23/10                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-283814
TIME 01:16 PM                                                                                                        ESTIMATE NO. 11
BID OPENING 11/10/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/10
R.E. NAME:  KISHIYAMA, DARIN                                                                         DATE OF THIS ESTIMATE  12/23/10
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
77 HOT MIX ASPHALT                          TONN       78.0000  2,815,800.00        24.040     1,875.12     26,905.220  2,098,607.16
78 SHOULDER RUMBLE STRIP                    STA        72.0000      6,984.00                                     0.000          0.00
   (HMA,GROUND-IN INDENTATIONS)
79 CENTER RUMBLE STRIP (HMA, GROUND-IN      STA        77.0000      2,849.00                                     0.000          0.00
   INDENTATIONS)
80 DATA CORE                                LS      5,000.0000      5,000.00                                     0.000          0.00
81 PLACE HOT MIX ASPHALT DIKE (TYPE C)      M           6.2500        250.00                                     0.000          0.00
82 PLACE HOT MIX ASPHALT DIKE (TYPE E)      M           6.2500      3,937.50                                     0.000          0.00
83 PLACE HOT MIX ASPHALT DIKE (TYPE F)      M           6.2500      1,812.50                                     0.000          0.00
84 TACK COAT                                TONN       50.0000      4,500.00                                    34.870      1,743.50
85 STRUCTURAL CONCRETE, RETAINING WALL      M3        715.0000  1,361,360.00       141.000   100,815.00        801.200    572,858.00
F)
86 CLASS 2 CONCRETE (BOX CULVERT)           M3      1,390.0000     69,500.00                                    30.300     42,117.00
F)
87 CLASS 2 CONCRETE (WINGWALLS)             M3        605.0000    187,550.00                                   193.400    117,007.00
F)
88 MINOR CONCRETE (MINOR STRUCTURE)         M3        735.0000     95,550.00                                    99.560     73,176.60
F)
89 MINOR CONCRETE (BACKFILL)                M3        118.0000     15,104.00                                   306.000     36,108.00
F)
90 ARCHITECTURAL TREATMENT                  M2         76.0000    177,080.00                                     0.000          0.00
F)
91 ARCHITECTURAL TREATMENT (RETAINING WALL) M2         76.0000     55,404.00        90.000     6,840.00        350.000     26,600.00
F)
92 PRECAST CONCRETE BOX CULVERT (2440MM X   M       3,300.0000     29,700.00                                     0.000          0.00
   2135MM)
93 BAR REINFORCING STEEL                    KG          2.0000     47,688.00                                15,742.000     31,484.00
F)
94 BAR REINFORCING STEEL (RETAINING WALL)   KG          2.0000    299,158.00    24,350.000    48,700.00     90,061.000    180,122.00
F)
95 SHOTCRETE                                M3        747.0000    234,558.00        20.940    15,642.18        261.070    195,019.29
F)
96 FURNISH SINGLE SHEET ALUMINUM SIGN       M2        134.0000        670.00                                     0.000          0.00
   (1.6 MM-UNFRAMED)
97 ROADSIDE SIGN - ONE POST                 EA        180.0000      1,440.00                                     0.000          0.00
98 PREPARE AND STAIN CONCRETE               M2         13.5000     46,237.50                                     0.000          0.00
F)
99 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M         108.0000    128,520.00                                   920.100     99,370.80
00 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M         158.0000     22,120.00                                   142.000     22,436.00
01 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M         311.0000      9,952.00                                    31.500      9,796.50
02 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M         243.0000      3,402.00                                    15.630      3,798.09
03 750 MM ALTERNATIVE PIPE CULVERT          M         250.0000      9,250.00                                    37.000      9,250.00
PROGRAM CAS145                                                                                                               PAGE  5
DATE 12/23/10                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-283814
TIME 01:16 PM                                                                                                        ESTIMATE NO. 11
BID OPENING 11/10/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/10
R.E. NAME:  KISHIYAMA, DARIN                                                                         DATE OF THIS ESTIMATE  12/23/10
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
04 900 MM ALTERNATIVE PIPE CULVERT          M         272.0000     19,584.00                                    72.000     19,584.00
05 1200 MM ALTERNATIVE PIPE CULVERT         M         284.0000     10,224.00                                    36.000     10,224.00
06 450 MM PLASTIC PIPE                      M         136.0000     11,832.00                                     0.000          0.00
07 450 MM CORRUGATED STEEL PIPE WITH        M         177.0000      4,071.00                                    12.000      2,124.00
   POLYMERIC SHEET COATING (1.3 MM THICK)
08 900 MM CORRUGATED STEEL PIPE WITH        M       1,275.0000     25,500.00                                    20.000     25,500.00
   POLYMERIC SHEET COATING (1.3 MM THICK)
09 1050 MM CORRUGATED STEEL PIPE WITH       M         355.0000      8,520.00                                    18.500      6,567.50
   POLYMERIC SHEET COATING (1.3 MM THICK)
10 1200 MM CORRUGATED STEEL PIPE WITH       M         344.0000     22,016.00                                    64.000     22,016.00
   POLYMERIC SHEET COATING (1.3 MM THICK)
11 1650 MM CORRUGATED STEEL PIPE WITH       M         492.0000     12,300.00                                    24.500     12,054.00
   POLYMERIC SHEET COATING (1.3 MM THICK)
12 2100 MM CORRUGATED STEEL PIPE WITH       M       1,350.0000      4,050.00                                     6.000      8,100.00
   POLYMERIC SHEET COATING (1.3 MM THICK)
13 200 MM PERFORATED PLASTIC                M          54.0000    129,600.00                                 1,766.000     95,364.00
   PIPE UNDERDRAIN
14 SOIL NAIL WALL DRAINAGE SYSTEM           M2         25.0000     12,350.00        26.100       652.50        477.000     11,925.00
F)
15 PERMEABLE MATERIAL (BLANKET)             M3         46.5000    263,655.00                                 4,764.260    221,538.09
16 300 MM WELDED STEEL PIPE (2.67 MM THICK) M         360.0000      2,160.00                                     0.000          0.00
17 450 MM ALTERNATIVE FLARED END SECTION    EA        320.0000      3,520.00                                     7.000      2,240.00
18 600 MM ALTERNATIVE FLARED END SECTION    EA        365.0000      1,460.00                                     3.000      1,095.00
19 750 MM ALTERNATIVE FLARED END SECTION    EA        465.0000        465.00                                     1.000        465.00
20 900 MM ALTERNATIVE FLARED END SECTION    EA        615.0000        615.00                                     1.000        615.00
21 1050 MM ALTERNATIVE FLARED END SECTION   EA      1,530.0000      1,530.00                                     0.000          0.00
22 ROCK SLOPE PROTECTION (1/4 TON, METHOD   M3        126.0000     13,860.00                                    41.000      5,166.00
   A)
23 ROCK SLOPE PROTECTION                    M3        148.0000     26,640.00                                   201.900     29,881.20
   (FACING, METHOD B)
24 ROCK SLOPE PROTECTION                    M3        161.0000     64,400.00                                   384.250     61,864.25
   (BACKING NO. 3, METHOD B)
25 ROCK SLOPE PROTECTION (BACKING NO. 3,    M3        232.0000      9,280.00                                    21.000      4,872.00
   METHOD A)
26 ROCK SLOPE PROTECTION (1/4T, METHOD B)   M3         94.0000     97,760.00                                   879.000     82,626.00
27 ROCK SLOPE PROTECTION FABRIC             M2          5.4000     10,746.00                                   886.700      4,788.18
28 GEOMEMBRANE (WATER BARRIER)              M2         11.5000      4,715.00                                   783.100      9,005.65
29 GEOTEXTILE (CUSHION FABRIC)              M2          4.0000      3,280.00                                   816.000      3,264.00
30 MINOR CONCRETE (GUTTER)                  M          53.5000     38,092.00                                     0.000          0.00
F)
PROGRAM CAS145                                                                                                               PAGE  6
DATE 12/23/10                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-283814
TIME 01:16 PM                                                                                                        ESTIMATE NO. 11
BID OPENING 11/10/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/10
R.E. NAME:  KISHIYAMA, DARIN                                                                         DATE OF THIS ESTIMATE  12/23/10
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
31 MISCELLANEOUS IRON AND STEEL             KG          3.0000     22,656.00                                 5,624.000     16,872.00
F)
32 FENCE (TYPE BW, WOOD POST)               M          18.4000        828.00        45.000       828.00         45.000        828.00
33 DELINEATOR (CLASS 1)                     EA         30.0000      4,800.00                                     0.000          0.00
34 OBJECT MARKER (TYPE L-1)                 EA         35.0000        595.00                                     0.000          0.00
35 METAL BEAM GUARD RAILING (WOOD POST)     M          59.5000    108,290.00                                   156.000      9,282.00
36 CABLE RAILING                            M          49.2500     35,066.00                                     0.000          0.00
F)
37 TRANSITION RAILING (TYPE WB)             EA      3,000.0000     30,000.00                                     1.000      3,000.00
38 END CAP (TYPE A)                         EA        250.0000        750.00                                     0.000          0.00
39 END ANCHOR ASSEMBLY (TYPE SFT)           EA        700.0000      4,200.00                                     3.000      2,100.00
40 ALTERNATIVE FLARED TERMINAL SYSTEM       EA      1,900.0000     24,700.00                                     4.000      7,600.00
41 CONCRETE BARRIER (TYPE 60)               M         387.0000      4,644.00                                     0.000          0.00
42 CONCRETE BARRIER (TYPE 60C)              M         362.0000     57,920.00                                   149.000     53,938.00
43 CONCRETE BARRIER (TYPE 60D)              M         134.0000     94,738.00                                     0.000          0.00
F)
44 CONCRETE BARRIER (TYPE 736A)             M         400.0000     72,000.00                                   126.600     50,640.00
45 CONCRETE BARRIER (TYPE 736B)             M       1,200.0000     28,800.00                                    14.400     17,280.00
46 THERMOPLASTIC PAVEMENT MARKING           M2         40.0000      3,040.00                                     0.000          0.00
47 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           0.8500     18,615.00                                     0.000          0.00
48 200 MM THERMOPLASTIC TRAFFIC STRIPE      M           2.0000        560.00                                     0.000          0.00
49 PAVEMENT MARKER (RETROREFLECTIVE)        EA          3.0000      4,380.00                                     0.000          0.00
50 FLASHING BEACON AND LIGHTING             LS     40,000.0000     40,000.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  7
DATE 12/23/10                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               04-283814
TIME 01:16 PM                                                                                                        ESTIMATE NO. 11
BID OPENING 11/10/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 12/20/10
R.E. NAME:  KISHIYAMA, DARIN                                                                         DATE OF THIS ESTIMATE  12/23/10
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              205,055.58                7,308,670.31
         ADJUSTMENT OF COMPENSATION                                                                 0.00                  114,226.00
         EXTRA WORK                                                                           163,192.90                  520,072.17
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               368,248.48                7,942,968.48
51 MOBILIZATION                             LS    440,000.0000    440,000.00                                     1.000    440,000.00
         ORIGINAL CONTRACT AMOUNT                              10,972,373.50
    TOTAL WORK COMPLETED                                                                      368,248.48                8,382,968.48
         MATERIALS ON HAND ON SITE                                                                                         93,157.56
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                        0.00
    TOTAL                                                                                     368,248.48                8,476,126.04
             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
  01/06/10     565   01/20/10  01/20/10  03/21/12       135         93            0           0             70%            24%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  KISHIYAMA, DARIN
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 12/23/10