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 05/21/09                                                    EST. NO.18
     TIME 04:32 PM
     R.E. NAME: BROWN, KARL                                            01-345404
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     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 0023       5,588.73 E.W. @ U.P (+) 043009 N 23   0
     023 0004       2,647.21 E.W. @ F.A.(+) 112408 N 4    0
                    8,235.94  TOTAL THIS ESTIMATE
                  967,221.93  TOTAL PREVIOUS ESTIMATE
                  975,457.87  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 05/21/09                                                    EST. NO.18
     TIME 04:32 PM
     R.E. NAME: BROWN, KARL                                            01-345404
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     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
      CPM NON COMPLIANCE        -50,000.00   08
     RELEASE CPM DEDUCTIO        50,000.00   09
                                                            0.00            0.00
     LABOR COMPLIANCE VIOLATION
      PER LTR 10/07              -1,000.00   02
      REC'D 10/07 PAYROLL         1,000.00   03
      PER LTR 08/08              -3,000.00   10
     PER LTR DATED 09/08         -6,000.00   11
      PER LTR 10/08              -3,000.00   12
      RTN 9/08 DEDUCT             6,000.00   12
      RTN 10/08 DEDUCT            3,000.00   17
                                                            0.00       -3,000.00
                              TOTAL DEDUCTIONS              0.00       -3,000.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 05/21/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-345404
TIME 04:32 PM                                                                                                        ESTIMATE NO. 18
BID OPENING 04/17/07                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/09
R.E. NAME:  BROWN, KARL                                                                              DATE OF THIS ESTIMATE  05/21/09
        LOCATION                                        PROGRESS ESTIMATE
01-DN-101-43.6/45.8                                     -----------------
                                TIDEWATER CONTRACTORS INC                                 IN DEL NORTE COUNTY NEAR SMITH
                                P O BOX 1956                                              RIVER FROM 6.4 KM NORTH OF ROWDY
                                BROOKINGS OR 97415                                        CREEK BRIDGE TO 1.0 KM SOUTH OF
                                                                                          OREGON STATE LINE
FED. AID NO. ACST-Q101(126)E  ,PH-Q101(126)E
                                                                                          SHOULDER WIDENING AND LEFT TURN
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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     15,000.0000     15,000.00                                     0.000          0.00
02 TIME-RELATED OVERHEAD                    WDAY    1,000.0000    220,000.00                                   199.000    199,000.00
03 TEMPORARY FENCE (TYPE ESA)               M           9.0000      9,900.00                                   935.000      8,415.00
04 CONSTRUCTION SITE MANAGEMENT             LS     35,000.0000     35,000.00                                     0.960     33,600.00
05 PREPARE STORM WATER POLLUTION            LS      4,000.0000      4,000.00                                     0.800      3,200.00
   PREVENTION PLAN
06 TEMPORARY EROSION CONTROL                M2          0.7300     14,600.00                                 9,780.000      7,139.40
07 TEMPORARY FIBER ROLL                     M          16.0000     19,840.00                                   914.000     14,624.00
08 TEMPORARY SILT FENCE                     M          12.0000      2,640.00                                   418.000      5,016.00
09 TEMPORARY CONCRETE WASHOUT FACILITY      EA        600.0000      1,800.00                                     2.000      1,200.00
10 TEMPORARY CONSTRUCTION ENTRANCE          EA        500.0000      1,500.00                                     0.000          0.00
11 TEMPORARY COVER                          M2          3.0000      1,110.00                                   365.000      1,095.00
12 TEMPORARY CHECK DAM                      M         100.0000      1,700.00                                    70.200      7,020.00
13 MOVE-IN/MOVE-OUT                         EA      1,650.0000      9,900.00                                     1.000      1,650.00
   (TEMPORARY EROSION CONTROL)
14 TEMPORARY DRAINAGE INLET PROTECTION      EA        300.0000      3,000.00                                     3.000        900.00
15 STREET SWEEPING                          LS     10,000.0000     10,000.00                                     0.790      7,900.00
16 CONSTRUCTION AREA SIGNS                  LS      6,500.0000      6,500.00                                     0.790      5,135.00
S)
17 TRAFFIC CONTROL SYSTEM                   LS    220,000.0000    220,000.00                                     0.810    178,200.00
S)
18 TYPE III BARRICADE                       EA        200.0000      1,200.00                                     6.000      1,200.00
19 TEMPORARY TRAFFIC STRIPE (PAINT)         M           0.9500     16,815.00                                11,337.000     10,770.15
20 FLASHING BEACON (PORTABLE)               EA        550.0000      1,100.00                                     2.000      1,100.00
21 PORTABLE CHANGEABLE MESSAGE SIGN         EA      6,000.0000     24,000.00                                     1.980     11,880.00
S)
22 TEMPORARY RAILING (TYPE K)               M         150.0000     25,500.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  2
DATE 05/21/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-345404
TIME 04:32 PM                                                                                                        ESTIMATE NO. 18
BID OPENING 04/17/07                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/09
R.E. NAME:  BROWN, KARL                                                                              DATE OF THIS ESTIMATE  05/21/09
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
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23 TEMPORARY CRASH CUSHION (TYPE ADIEM)     EA     12,000.0000     24,000.00                                     0.000          0.00
24 ABANDON CULVERT                          EA        800.0000      1,600.00                                     1.000        800.00
25 ABANDON WATER WELL                       EA      2,000.0000      2,000.00                                     0.000          0.00
S)
26 REMOVE FLARED END SECTION                EA        200.0000      3,800.00                                    17.000      3,400.00
27 REMOVE THERMOPLASTIC TRAFFIC STRIPE      M          40.0000      3,200.00                                     0.000          0.00
28 REMOVE THERMOPLASTIC PAVEMENT MARKING    M2        120.0000      5,400.00                                     0.000          0.00
29 REMOVE ASPHALT CONCRETE DIKE             M           9.0000      5,580.00                                     0.000          0.00
30 REMOVE OVERSIDE DRAIN                    EA        500.0000        500.00                                     1.000        500.00
31 REMOVE CULVERT                           EA      1,000.0000     29,000.00         1.000     1,000.00         30.000     30,000.00
32 REMOVE PIPELINER                         EA      1,200.0000      1,200.00                                     0.000          0.00
33 REMOVE INLET                             EA        500.0000      1,500.00         2.000     1,000.00          3.000      1,500.00
34 REMOVE HEADWALL                          EA      1,000.0000      2,000.00                                     3.000      3,000.00
35 REMOVE DOWNDRAIN                         EA      1,000.0000      1,000.00                                     1.000      1,000.00
36 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT)   EA      2,000.0000      2,000.00         1.000     2,000.00          1.000      2,000.00
37 RECONSTRUCT METAL BEAM GUARD RAILING     M          95.0000      1,140.00        12.000     1,140.00         12.000      1,140.00
38 REPLACE MAILBOX                          EA        375.0000     12,750.00                                    28.000     10,500.00
39 RESET MARKER                             EA         40.0000      3,120.00                                     0.000          0.00
40 RESET ROADSIDE SIGN (ONE POST)           EA        250.0000        750.00                                     0.000          0.00
41 RESET ROADSIDE SIGN (TWO POST)           EA        475.0000        950.00                                     0.000          0.00
42 RELOCATE ROADSIDE SIGN-ONE POST          EA        400.0000        800.00                                     0.000          0.00
43 450 MM PLASTIC PIPELINER                 M         700.0000     18,200.00                                     0.000          0.00
44 800 MM PLASTIC PIPELINER                 M         900.0000     35,100.00                                     0.000          0.00
45 900 MM PLASTIC PIPELINER                 M         900.0000     25,200.00                                     0.000          0.00
46 1200 MM PLASTIC PIPELINER                M       1,000.0000     39,000.00                                     0.000          0.00
47 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          8.0000     50,400.00                                 5,410.000     43,280.00
S)
48 REMOVE CONCRETE                          M3        140.0000      1,960.00                                    13.500      1,890.00
49 CLEARING AND GRUBBING                    LS     50,000.0000     50,000.00                                     0.960     48,000.00
PROGRAM CAS145                                                                                                               PAGE  3
DATE 05/21/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-345404
TIME 04:32 PM                                                                                                        ESTIMATE NO. 18
BID OPENING 04/17/07                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/09
R.E. NAME:  BROWN, KARL                                                                              DATE OF THIS ESTIMATE  05/21/09
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
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50 ROADWAY EXCAVATION                       M3         27.0000    788,400.00                                27,550.000    743,850.00
51 LEAD COMPLIANCE PLAN                     LS      7,000.0000      7,000.00                                     1.000      7,000.00
52 SAND BACKFILL                            M3        145.0000      5,655.00                                     9.000      1,305.00
53 DITCH EXCAVATION                         M3         60.0000      1,200.00                                    20.000      1,200.00
54 IMPORTED MATERIAL (SHOULDER BACKING)     TONN       43.0000     27,090.00                                    42.100      1,810.30
55 DUFF                                     M2          6.0000     18,420.00                                 3,016.000     18,096.00
56 STRAW (EROSION CONTROL)                  TONN      600.0000      7,800.00                                     8.910      5,346.00
S)
57 FIBER (EROSION CONTROL)                  KG          0.7500      5,760.00                                 5,342.000      4,006.50
S)
58 COMPOST (EROSION CONTROL)                M3        400.0000      3,600.00                                     6.270      2,508.00
S)
59 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA      1,650.0000      9,900.00                                     3.000      4,950.00
S)
60 PURE LIVE SEED (EROSION CONTROL)         KG         30.0000     14,400.00                                   332.800      9,984.00
S)
61 STABILIZING EMULSION (EROSION CONTROL)   KG          1.3000        520.00                                   278.000        361.40
S)
62 CLASS 2 AGGREGATE BASE                   M3         40.0000    398,000.00                                 8,528.000    341,120.00
63 ASPHALT CONCRETE (TYPE A)                TONN       86.0000  1,599,600.00                                12,883.146  1,107,950.56
64 ASPHALT CONCRETE (OPEN GRADED)           TONN       85.0000    454,750.00                                     0.000          0.00
   (19 MM MAXIMUM GRADING)
65 ASPHALT CONCRETE (OPEN GRADED)           TONN      125.0000     53,750.00                                     0.000          0.00
   (12.5 MM MAXIMUM GRADING)
66 PLACE ASPHALT CONCRETE DIKE (TYPE A)     M          11.0000     14,850.00                                     0.000          0.00
67 PLACE ASPHALT CONCRETE DIKE (TYPE C)     M          11.0000        154.00                                     0.000          0.00
68 PLACE ASPHALT CONCRETE DIKE (TYPE E)     M          11.0000      5,390.00                                     0.000          0.00
69 CLASS 2 CONCRETE                         M3      1,500.0000     72,000.00                                    48.000     72,000.00
F)
70 MINOR CONCRETE (MINOR STRUCTURE)         M3      1,175.0000     24,675.00                                    17.600     20,680.00
F)
71 MINOR CONCRETE (BACKFILL)                M3        155.0000      5,270.00                                    61.800      9,579.00
72 BAR REINFORCING STEEL                    KG          5.0000     15,400.00                                 3,080.000     15,400.00
SF)
73 ROADSIDE SIGN - ONE POST                 EA        400.0000        800.00                                     0.000          0.00
74 450 MM ALTERNATIVE PIPE CULVERT          M         345.0000    100,050.00        85.350    29,445.75        337.350    116,385.75
75 600 MM ALTERNATIVE PIPE CULVERT          M         375.0000     56,250.00                                   148.500     55,687.50
76 750 MM ALTERNATIVE PIPE CULVERT          M         405.0000      5,670.00                                    14.000      5,670.00
PROGRAM CAS145                                                                                                               PAGE  4
DATE 05/21/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-345404
TIME 04:32 PM                                                                                                        ESTIMATE NO. 18
BID OPENING 04/17/07                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/09
R.E. NAME:  BROWN, KARL                                                                              DATE OF THIS ESTIMATE  05/21/09
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
77 900 MM ALTERNATIVE PIPE CULVERT          M         575.0000     63,250.00                                   107.800     61,985.00
78 450 MM PLASTIC PIPE                      M         350.0000     17,850.00                                    51.000     17,850.00
79 900 MM REINFORCED CONCRETE PIPE          M         900.0000      9,900.00                                    10.100      9,090.00
80 1050 MM BITUMINOUS COATED CORRUGATED     M         700.0000     16,100.00                                     0.000          0.00
   STEEL PIPE (2.77 MM THICK)
81 1650 MM BITUMINOUS COATED CORRUGATED     M       1,000.0000     17,000.00                                     0.000          0.00
   STEEL PIPE (2.01 MM THICK)
82 450 MM BITUMINOUS COATED CORRUGATED      M         300.0000      2,700.00                                     0.000          0.00
   STEEL PIPE DOWNDRAIN
   (2.77 MM THICK)
83 450 MM BITUMINOUS COATED STEEL           EA        350.0000        350.00                                     0.000          0.00
   FLARED END SECTION
84 1050 MM BITUMINOUS COATED STEEL          EA      1,200.0000      2,400.00                                     0.000          0.00
   FLARED END SECTION
85 1650 MM BITUMINOUS COATED STEEL FLARED   EA      2,600.0000      2,600.00                                     0.000          0.00
   END SECTION
86 450 MM ALTERNATIVE FLARED END SECTION    EA        300.0000      7,800.00         1.000       300.00         26.000      7,800.00
87 600 MM ALTERNATIVE FLARED END SECTION    EA        350.0000      4,200.00                                    12.000      4,200.00
88 750 MM ALTERNATIVE FLARED END SECTION    EA        450.0000        900.00                                     2.000        900.00
89 900 MM ALTERNATIVE FLARED END SECTION    EA        500.0000      2,500.00                                     3.000      1,500.00
90 900 MM PRECAST CONCRETE PIPE INLET       M         700.0000      4,900.00         2.050     1,435.00          7.380      5,166.00
91 ROCK SLOPE PROTECTION (LIGHT, METHOD B)  M3        100.0000      5,300.00                                    34.300      3,430.00
92 ROCK SLOPE PROTECTION FABRIC             M2          4.0000        276.00                                    35.100        140.40
93 MISCELLANEOUS IRON AND STEEL             KG          6.0000      4,182.00                                   599.000      3,594.00
SF)
94 DELINEATOR (CLASS 2)                     EA         52.0000      2,236.00                                     0.000          0.00
95 MILEPOST MARKER                          EA         55.0000         55.00                                     0.000          0.00
96 MARKER (CULVERT)                         EA         55.0000        110.00                                     0.000          0.00
97 CABLE RAILING                            M         275.0000      6,050.00                                     0.000          0.00
98 THERMOPLASTIC PAVEMENT MARKING           M2         45.0000      7,650.00                                     0.000          0.00
S)
99 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           2.0000     30,600.00                                     0.000          0.00
S)
00 200 MM THERMOPLASTIC TRAFFIC STRIPE      M           4.0000        800.00                                     0.000          0.00
S)
01 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           1.5000      7,395.00                                     0.000          0.00
S) (BROKEN 10.98 M - 3.66 M)
02 PAVEMENT MARKER (RETROREFLECTIVE)        EA          7.0000      8,400.00                                     0.000          0.00
S)
PROGRAM CAS145                                                                                                               PAGE  5
DATE 05/21/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-345404
TIME 04:32 PM                                                                                                        ESTIMATE NO. 18
BID OPENING 04/17/07                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/09
R.E. NAME:  BROWN, KARL                                                                              DATE OF THIS ESTIMATE  05/21/09
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
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    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                               36,320.75                3,306,599.96
         ADJUSTMENT OF COMPENSATION                                                                 0.00                   50,203.47
         EXTRA WORK                                                                             8,235.94                  925,254.40
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                                44,556.69                4,282,057.83
03 MOBILIZATION                             LS    500,000.0000    500,000.00                                     1.000    500,000.00
         ORIGINAL CONTRACT AMOUNT                               5,389,113.00
    TOTAL WORK COMPLETED                                                                       44,556.69                4,782,057.83
         MATERIALS ON HAND ON SITE                                                                                         27,094.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                   -3,000.00
    TOTAL                                                                                      44,556.69                4,806,151.83
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                                                    MAXIMUM       CONTRACT        OVERBID
                                                     VALUE          PRICE         AMOUNT
001 PROGRESS SCHEDULE (CRITICAL PATH METHOD)      10,000.00      15,000.00       5,000.00
DATE CONTR CONTRACT DATE WORK   BEGIN   EST.  DATE   WORKING   WEATHER NON-   C.C.O.       OTHER        PERCENT     PERCENT TIME
 APPROVED    DAYS    STARTED   CONSTR   COMPLETION    DAYS     WORKING DAYS    DAYS        DAYS        COMPLETED       ELAPSED
  05/11/07     220   08/24/07  07/20/07  10/01/09       177        278           22           0             78%            73%
                                                                                                         PROGRESS IS SATISFACTORY
                               *** SUSPENDED ON 12/08/08.
                                                                                  BROWN, KARL
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 05/21/09