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 02/06/06                                                    EST. NO.08
     TIME 01:20 PM
     R.E. NAME: WEIERMANN, KURT                                        01-395914
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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
     ---------------------------------------------------------------------------
     *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE ***
     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 02/06/06                                                    EST. NO.08
     TIME 01:20 PM
     R.E. NAME: WEIERMANN, KURT                                        01-395914
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     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     LABOR COMPLIANCE VIOLATION
     PER LTR DATED 10/05         -1,000.00   04
     RETURN 10/05 DEDUCT          1,000.00   05
     CERTIFIED PAYROLLS          -1,500.00   07
     CERTIFIED PAYROLLS           1,500.00   08
                                                        1,500.00            0.00
                              TOTAL DEDUCTIONS          1,500.00            0.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 02/06/06                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-395914
TIME 01:20 PM                                                                                                        ESTIMATE NO. 08
BID OPENING 11/23/04                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/12/06
R.E. NAME:  WEIERMANN, KURT                                                                          DATE OF THIS ESTIMATE  02/06/06
        LOCATION                                       SEMI-FINAL ESTIMATE
01-HUM-299-R21.8/42.6                                  -------------------
                                R BROWN CONSTRUCTION                                      IN HUMBOLDT COUNTY AT VARIOUS
                                COMPANY INC                                               LOCATIONS
                                P O BOX 406
                                WILLOW CREEK CA 95573
FED. AID NO.    N O N E
                                                                                          REHABILITATE CULVERTS
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
01 TEMPORARY FENCE (TYPE ESA)               M           8.0000        560.00                                    47.800        382.40
02 PREPARE WATER POLLUTION CONTROL          LS      1,000.0000      1,000.00                                     1.000      1,000.00
   PROGRAM
03 WATER POLLUTION CONTROL                  LS      1,000.0000      1,000.00                                     1.000      1,000.00
04 TEMPORARY CONCRETE WASHOUT FACILITY      EA        500.0000      1,000.00                                     1.000        500.00
05 TRAFFIC CONTROL SYSTEM                   LS     20,000.0000     20,000.00                                     1.000     20,000.00
S)
06 PORTABLE CHANGEABLE MESSAGE SIGN         EA      6,000.0000     12,000.00                                     2.000     12,000.00
S)
07 ABANDON CULVERT                          EA        429.0000      2,145.00                                     3.000      1,287.00
08 REMOVE ASPHALT CONCRETE                  M2         36.5000      2,007.50                                   106.200      3,876.30
09 REMOVE DEBRIS RACK                       LS        500.0000        500.00                                     1.000        500.00
10 REMOVE OVERSIDE DRAIN                    EA        250.0000        250.00                                     1.000        250.00
11 REMOVE INLET                             EA        250.0000      1,250.00                                     4.000      1,000.00
12 REMOVE DOWNDRAIN                         EA      1,000.0000      7,000.00                                     6.000      6,000.00
13 REPAIR CULVERT JOINT                     LS        750.0000        750.00                                     1.000        750.00
14 RECONSTRUCT ROCK SLOPE PROTECTION        LS      1,000.0000      1,000.00                                     1.000      1,000.00
   (1/2 T, METHOD B)
15 RESET MARKER                             EA         50.0000         50.00                                     1.000         50.00
16 RESET ROADSIDE SIGN (ONE POST)           EA         50.0000         50.00                                     1.000         50.00
17 CLEARING AND GRUBBING                    LS     10,000.0000     10,000.00                                     1.000     10,000.00
18 SAND BACKFILL                            M3        176.0000      5,984.00                                    31.650      5,570.40
19 IMPORTED ROCKY MATERIAL                  M3         94.0000      7,520.00                                    91.600      8,610.40
20 FIBER (EROSION CONTROL)                  KG          3.3000        924.00                                   280.000        924.00
S)
21 COMPOST (EROSION CONTROL)                KG          1.9000        798.00                                   354.000        672.60
S)
22 PURE LIVE SEED (EROSION CONTROL)         KG        112.0000      2,912.00                                    25.700      2,878.40
PROGRAM CAS145                                                                                                               PAGE  2
DATE 02/06/06                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-395914
TIME 01:20 PM                                                                                                        ESTIMATE NO. 08
BID OPENING 11/23/04                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/12/06
R.E. NAME:  WEIERMANN, KURT                                                                          DATE OF THIS ESTIMATE  02/06/06
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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 STABILIZING EMULSION (EROSION CONTROL)   KG         10.0000        350.00                                    25.100        251.00
S)
24 CLASS 2 AGGREGATE BASE                   M3         95.5000      2,674.00                                     3.000        286.50
25 ASPHALT CONCRETE (TYPE A)                TONN       77.0000      2,849.00                                    47.550      3,661.35
26 PLACE ASPHALT CONCRETE (MISCELLANEOUS    M2         59.0000      7,257.00                                   146.600      8,649.40
   AREA)
27 PLACE ASPHALT CONCRETE DIKE (TYPE A)     M          61.0000      3,050.00                                    53.500      3,263.50
28 PLACE ASPHALT CONCRETE DIKE (TYPE D)     M          61.0000        610.00                                    19.300      1,177.30
29 PLACE ASPHALT CONCRETE DIKE (TYPE E)     M          61.0000        610.00                                     0.000          0.00
30 400 MM CAST-IN-DRILLED-HOLE CONCRETE     M         232.0000      5,568.00                                    19.400      4,500.80
   PILING
31 CLASS 2 CONCRETE                         M3        800.0000     20,000.00                                     0.000          0.00
   (HEADWALL AND WINGWALLS)
32 CLASS 1 CONCRETE (INVERT REPAIR)         M3        323.5000      3,235.00                                     4.600      1,488.10
33 MINOR CONCRETE (MINOR STRUCTURE)         M3      1,019.0000      8,152.00                                     8.000      8,152.00
F)
34 BAR REINFORCING STEEL                    KG          4.5000      3,600.00                                     0.000          0.00
35 600 MM CORRUGATED STEEL PIPE             M         420.7500     36,605.25                                    82.000     34,501.50
   (2.77 MM THICK)
36 900 MM CORRUGATED STEEL PIPE             M         516.8500     10,337.00                                    19.500     10,078.58
   (2.01 MM THICK)
37 150 MM PERFORATED STEEL PIPE             M          60.0000        360.00                                     6.000        360.00
   (2.01 MM THICK)
38 150 MM STEEL PIPE OUTLET (2.01 MM THICK) M          60.0000        360.00                                    12.000        720.00
39 200 MM STEEL PIPE OUTLET (2.01 MM THICK) M          52.7000      2,108.00                                    20.000      1,054.00
40 CLASS 1 PERMEABLE MATERIAL               M3        257.0000      3,855.00                                    18.700      4,805.90
41 300 MM CORRUGATED STEEL PIPE DOWNDRAIN   M          98.0000      6,860.00                                    70.000      6,860.00
   (2.01 MM THICK)
42 600 MM CORRUGATED STEEL PIPE DOWNDRAIN   M         186.5000     19,769.00                                   105.300     19,638.45
   (2.77 MM THICK)
43 900 MM CORRUGATED STEEL PIPE DOWNDRAIN   M         209.0000      8,778.00                                    13.000      2,717.00
   (2.77 MM THICK)
44 300 MM ENTRANCE TAPER                    EA        844.0000        844.00                                     1.000        844.00
45 600 MM BITUMINOUS COATED DOWNDRAIN       EA        776.5000      1,553.00                                     2.000      1,553.00
   SLIP JOINT
46 900 MM BITUMINOUS COATED DOWNDRAIN       EA      1,199.0000      1,199.00                                     0.000          0.00
   SLIP JOINT
47 300 MM ANCHOR ASSEMBLY                   EA        210.2500      1,682.00                                     9.000      1,892.25
48 600 MM ANCHOR ASSEMBLY                   EA        216.0000        864.00                                     4.000        864.00
49 900 MM ANCHOR ASSEMBLY                   EA        228.0000        456.00                                     2.000        456.00
PROGRAM CAS145                                                                                                               PAGE  3
DATE 02/06/06                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-395914
TIME 01:20 PM                                                                                                        ESTIMATE NO. 08
BID OPENING 11/23/04                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/12/06
R.E. NAME:  WEIERMANN, KURT                                                                          DATE OF THIS ESTIMATE  02/06/06
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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 CABLE ANCHORAGE SYSTEM                   M          50.0000      9,500.00                                   145.100      7,255.00
51 900 MM CORRUGATED STEEL PIPE INLET       M         697.5000      4,045.50                                     5.750      4,010.63
   (2.77 MM THICK)
52 900 MM JACKED WELDED STEEL PIPE          M       1,945.0000     75,855.00                                     0.000          0.00
S) (16 MM THICK)
53 900 MM WELDED STEEL PIPE ELBOW           EA      1,000.0000      1,000.00                                     0.000          0.00
S) (16 MM THICK)
54 900 MM STEEL FLARED END SECTION          EA        725.0000        725.00                                     0.000          0.00
55 DEBRIS RACK                              EA      4,500.0000      4,500.00                                     1.000      4,500.00
56 ROCK SLOPE PROTECTION (LIGHT, METHOD B)  M3         85.2500      7,246.25                                    84.500      7,203.63
57 ROCK SLOPE PROTECTION (1/4T, METHOD B)   M3         85.2500      8,098.75                                    95.000      8,098.75
58 FILTER FABRIC                            M2         25.0000        625.00                                    53.000      1,325.00
59 ROCK SLOPE PROTECTION FABRIC             M2          1.0000        860.00                                   117.400        117.40
60 MISCELLANEOUS IRON AND STEEL             KG          6.0000     13,956.00                                 2,228.000     13,368.00
F)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 02/06/06                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-395914
TIME 01:20 PM                                                                                                        ESTIMATE NO. 08
BID OPENING 11/23/04                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/12/06
R.E. NAME:  WEIERMANN, KURT                                                                          DATE OF THIS ESTIMATE  02/06/06
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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                                                    0.00                  241,954.54
         ADJUSTMENT OF COMPENSATION                                                                 0.00                   55,501.00
         EXTRA WORK                                                                                 0.00                   40,461.36
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                                     0.00                  337,916.90
61 MOBILIZATION                             LS     30,000.0000     30,000.00                                     1.000     30,000.00
         ORIGINAL CONTRACT AMOUNT                                 388,697.25
    TOTAL WORK COMPLETED                                                                            0.00                  367,916.90
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                             1,500.00                        0.00
    TOTAL                                                                                       1,500.00                  367,916.90
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                              N O N E
DATE CONTR CONTRACT DATE WORK   BEGIN    JOB COM-    WORKING   WEATHER NON-   C.C.O.       OTHER        PERCENT     PERCENT TIME
 APPROVED    DAYS    STARTED   CONSTR   PLETED ON     DAYS     WORKING DAYS    DAYS        DAYS        COMPLETED       ELAPSED
  12/17/04      90   08/09/05  01/03/05  01/12/06        81        176            3           0            100%           100%
                                                                                  WEIERMANN, KURT
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 02/06/06