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 01/25/06                                                    EST. NO.23
     TIME 09:57 AM
     R.E. NAME: ZINK, PHIL                                             03-1A8014
     ---------------------------------------------------------------------------
     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 0004       2,320.20 E.W. @ F.A.(+) 071305 N G008 0
         0005         399.58                071905 N 0065.0
         0006         147.24 E.W. @ U.P (+) 072805 N G005 0
         0007          98.16                072905 N G006 0
         0008         953.74 E.W. @ F.A.(+) 071105 N 0053.0
         0009       1,272.45                091405 N 0099.0
         0010         542.74                100705 N 0116.0
         0011         525.44                090805 N B104.0
     003 0049         368.14 E.W. @ F.A.(+) 072005 N G059 0
         0050         422.77                072805 N G064 0
         0051       1,036.57                080305 N G070 0
         0052         232.52                080305 N G071 0
         0053         465.28                081105 N G072 0
         0054       1,036.77                081105 N G073 0
         0055         507.83                081205 N G074 0
         0056         388.73                081205 N G075 0
         0057         541.72                071905 N G058 0
         0058       1,389.49                080205 N G068 0
         0059         262.28                080205 N G069 0
         0060         426.24                081705 N G078 0
         0061         291.37                081805 N G079 0
         0062       1,337.57                082905 N G080 0
         0063       2,435.54                083005 N G081 0
         0064       1,477.80                083105 N G082 0
         0065       2,712.99                090105 N G083 0
         0066         285.04                090805 N G084 0
         0067         735.76                091905 N G085 0
         0068       1,854.46                092605 N G089 0
         0069       1,024.90                100305 N G094 0
         0070         641.01                100405 N G095 0
         0071         748.66                100505 N G090 0
         0072         488.56                100605 N G091 0
         0073       1,042.81                101005 N G092 0
         0074         909.54                092105 N G087 0
         0075       1,242.46                072105 N G060 0
         0076       1,559.56                072805 N G063 0
         0077         336.36                080105 N G065 0
         0078         527.02                080105 N G066 0
         0079       1,336.09                092205 N G088 0
         0080         345.80                080105 N G067 0
         0081         478.88                081505 N G076 0
     031 0006         103.48 E.W. @ F.A.(+) 042705 N G006 0
         0007       2,931.14                051105 N G010 0
         0008         615.79                051205 N G011 0
         0009       1,009.28                052005 N G012 0
         0010       1,549.21                062805 N G017 0
         0011         828.51                062905 N G018 0
         0012         242.42                071105 N G019 0
         0013         422.77                071305 N G020 0
     043 0001         838.48 E.W. @ F.A.(+) 052605 N G015 0
     050 0001         253.86 E.W. @ F.A.(+) 072505 N G016 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 01/25/06                                                    EST. NO.23
     TIME 09:57 AM
     R.E. NAME: ZINK, PHIL                                             03-1A8014
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
         0002          67.30                072505 N G021 0
     051 0001       4,519.33 A.C. @ U.P.(+) 122005 N 0001 0
     053 0002      12,204.00 E.W. @ U.P (+) 062305 N G08-01
     071 0001         516.82 E.W. @ F.A.(+) 071805 N 0067.0
     094 0001      25,309.90 E.W. @ L.S.(+) 112205 N 0001 0
                   86,562.36  TOTAL THIS ESTIMATE
                1,353,139.51  TOTAL PREVIOUS ESTIMATE
                1,439,701.87  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 01/25/06                                                    EST. NO.23
     TIME 09:57 AM
     R.E. NAME: ZINK, PHIL                                             03-1A8014
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     PER LETTER DATE07/04       -48,258.75   01
     PER LTR DATE 7/20/04        48,258.75   02
     COZEEP LTR 10/18/04           -520.00   04
     COZZEP LTR NO. 310            -520.00   10
     COZEEP LTR NO. 310             260.00   12
     LT #384                     -7,200.00   14
     LTR NO. 420                -54,465.00   16
     OUT-OF-STATE INSPECT       -10,000.00   16
     LTR #420 (440)              37,155.00   17
     LTR NO 487                  -2,380.00   20
     LTR NO 493                 -46,000.00   20
     CT LTR NO. 498              -1,465.10   21
     CT LTR NO. 515             -30,000.00   21
     LETTER #554                -20,000.00   23
     LETTER #556                -25,000.00   23
     LETTER #557                -17,400.00   23
                                                      -62,400.00     -177,535.10
     LABOR COMPLIANCE VIOLATION
     PER LTR DATED 08/04        -10,000.00   02
     PER LTR DATED 09/04        -10,000.00   03
     REC'D PAYROLLS 08/04        10,000.00   03
     PER LTR DATED 10/04        -10,000.00   04
     PER LTR DATED 11/4         -10,000.00   05
     PER LTR DATED 12/04        -10,000.00   06
     REC'D CPRS 9/4 10/4         20,000.00   06
     REC'D PAYROLLS 11/04        10,000.00   06
     PER LTR DATED 1/05          -5,000.00   07
     PER LTR DATED 02/05         -3,000.00   08
     PER LTR DATED 03/05         -1,000.00   09
     PER LTR DATED 04/05         -5,000.00   10
     PER LTR DATED 5/05         -10,000.00   11
     RET 12/04,1/05 DEDCT        15,000.00   11
     RET 3/05, 4/05 DEDCT         6,000.00   11
     PER LTR DATED 06/05        -10,000.00   12
     RET. LTR 2/05 & 5/05        11,000.00   12
     RET DEDUCT 6/05              7,000.00   14
     RET DEDUCT 7/05            -10,000.00   14
     PER LTR DATED 8/05         -10,000.00   16
     RET DEDUCT 5/05,7/05         5,000.00   16
     PER LTR DATED 9/05         -10,000.00   18
     LTR DATED 8/19/05           10,000.00   20
     LTR DATED 10/20/05         -10,000.00   20
     PER LTR DATED 11/05        -10,000.00   21
     RETURN 07/05 DEDUCT         10,000.00   21
     PER LTR DTD 12/05           -2,000.00   22
     PER LTR DATED 1/06         -10,000.00   23
     9/05 THRU 12/05             32,000.00   23
                                                       22,000.00      -10,000.00
                              TOTAL DEDUCTIONS        -40,400.00     -187,535.10
PROGRAM CAS145                                                                                                               PAGE  1
DATE 01/25/06                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               03-1A8014
TIME 09:57 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 04/21/04                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/06
R.E. NAME:  ZINK, PHIL                                                                               DATE OF THIS ESTIMATE  01/25/06
        LOCATION                                        PROGRESS ESTIMATE
03-PLA-80-39.0/R55.7                                    -----------------
                                BROSAMER GRANITE A JOINT                                  IN PLACER COUNTY FROM MAGRA
                                VENTURE                                                   OVERHEAD TO 0.5 KM WEST OF
                                P O BOX 238                                               CARPENTER FLAT UNDERCROSSING
                                ALAMO CA 94507
FED. AID NO. ACIM-080 -4(175)145,ACIM-080 -4(175)E
                                                                                          PAVEMENT REHABILITATION
------------------------------------------------------------------------------------------------------------------------------------
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                                     0.250      3,750.00
02 TIME-RELATED OVERHEAD                    WDAY    5,000.0000  1,400,000.00        -9.000   -45,000.00        229.000  1,145,000.00
03 TEMPORARY FENCE (TYPE ESA)               M          11.0000     39,270.00                                   550.800      6,058.80
04 PREPARE STORM WATER POLLUTION            LS     10,000.0000     10,000.00                                     0.750      7,500.00
   PREVENTION PLAN
05 WATER POLLUTION CONTROL                  LS    300,000.0000    300,000.00                                     0.900    270,000.00
06 CONSTRUCTION AREA SIGNS                  LS     30,000.0000     30,000.00                                     0.961     28,830.00
S)
07 TRAFFIC CONTROL SYSTEM                   LS   1350,000.0000  1,350,000.00                                     0.950  1,282,500.00
S)
08 TRAFFIC CONTROL SURVEILLANCE             LS    275,000.0000    275,000.00                                     1.000    275,000.00
S)
09 TEMPORARY TRAFFIC STRIPE (TAPE)          M           5.0000     49,700.00                                 7,248.800     36,244.00
10 TEMPORARY TRAFFIC STRIPE (PAINT)         M           0.5000     63,500.00                               131,287.000     65,643.50
11 TRAFFIC PLASTIC DRUM                     EA         45.0000    128,250.00                                 2,465.000    110,925.00
S)
12 TEMPORARY PAVEMENT MARKER                EA          5.0000      5,200.00                                     0.000          0.00
13 TEMPORARY OBJECT MARKER                  EA         30.0000        180.00                                     4.000        120.00
14 TEMPORARY TERMINAL SYSTEM (TYPE SRT)     EA      1,500.0000     10,500.00                                     0.000          0.00
S)
15 TEMPORARY DELINEATOR (CLASS 2)           EA         30.0000      2,790.00                                    26.000        780.00
16 TEMPORARY LIGHTING SYSTEM                LS    100,000.0000    100,000.00                                     1.000    100,000.00
S)
17 PORTABLE CHANGEABLE MESSAGE SIGN         LS     55,000.0000     55,000.00                                     0.950     52,250.00
S)
18 TEMPORARY RAILING (TYPE K)               M          17.0000    336,600.00                                16,853.016    286,501.27
S)
19 TEMPORARY CRASH CUSHION MODULE           EA        300.0000     21,000.00                                    42.000     12,600.00
S)
20 OBLITERATE SURFACING                     M2          4.0000      2,320.00                                   592.000      2,368.00
21 REMOVE CHAIN LINK FENCE                  M          15.0000     18,150.00                                 1,208.000     18,120.00
22 REMOVE GATE                              EA        500.0000     13,500.00                                    27.000     13,500.00
PROGRAM CAS145                                                                                                               PAGE  2
DATE 01/25/06                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               03-1A8014
TIME 09:57 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 04/21/04                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/06
R.E. NAME:  ZINK, PHIL                                                                               DATE OF THIS ESTIMATE  01/25/06
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
23 REMOVE METAL BEAM GUARD RAILING          M          30.0000     37,800.00                                   934.500     28,035.00
S)
24 REMOVE DOUBLE METAL BEAM BARRIER         M          35.0000     48,650.00                                 1,239.000     43,365.00
S)
25 REMOVE FLARED END SECTION                EA      1,150.0000     46,000.00                                    40.000     46,000.00
S)
26 REMOVE YELLOW PAINTED TRAFFIC STRIPE     M           2.5000     32,750.00                                22,464.900     56,162.25
S)
27 REMOVE TRAFFIC STRIPE                    M           1.2500     95,875.00                                95,026.000    118,782.50
S)
28 REMOVE ROADSIDE SIGN                     EA        125.0000      6,125.00                                    49.000      6,125.00
29 REMOVE SIGN                              EA         75.0000      2,700.00         8.000       600.00         36.000      2,700.00
   (STRAP AND SADDLE BRACKET METHOD)
30 REMOVE SIGN STRUCTURE                    EA      4,000.0000     20,000.00         1.000     4,000.00          5.000     20,000.00
31 REMOVE ASPHALT CONCRETE DIKE             M           5.0000     18,800.00                                 3,761.460     18,807.30
32 REMOVE CULVERT                           EA        750.0000      1,500.00                                     2.000      1,500.00
33 REMOVE INLET                             EA        325.0000     20,800.00                                    60.000     19,500.00
34 REMOVE DOWNDRAIN                         EA        250.0000     10,000.00         1.000       250.00         46.000     11,500.00
35 REMOVE ASPHALT CONCRETE SURFACING        M2          8.0000     53,600.00                                 7,815.800     62,526.40
36 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN   EA        350.0000        700.00                                     1.000        350.00
37 REMOVE CONCRETE DECK SURFACE             M2         45.0000    146,700.00                                 3,260.000    146,700.00
38 MODIFY WRECKER ANCHOR                    EA        500.0000      4,500.00                                     6.000      3,000.00
39 RECONSTRUCT METAL BEAM GUARD RAILING     M          75.0000    312,000.00                                 3,911.140    293,335.50
S)
40 RECONSTRUCT TERMINAL SYSTEM              EA      1,500.0000     25,500.00                                    16.000     24,000.00
S) (TYPE SRT)
41 RESET ROADSIDE SIGN                      EA        250.0000        250.00                                     1.000        250.00
42 RELOCATE SIGN STRUCTURE                  EA      4,000.0000     12,000.00                                     3.000     12,000.00
43 ADJUST INLET                             EA      1,100.0000     25,300.00         2.000     2,200.00         22.000     24,200.00
44 SCREEN ARRESTOR BED AGGREGATE            M3         11.0000     17,050.00                                 1,602.900     17,631.90
45 200 MM PLASTIC PIPE LINER                M         100.0000      9,600.00                                    78.000      7,800.00
46 400 MM PLASTIC PIPE-LINER                M         300.0000    195,000.00                                   658.600    197,580.00
47 525 MM PLASTIC PIPE-LINER                M         280.0000    672,000.00                                 2,359.000    660,520.00
48 675 MM PLASTIC PIPE-LINER                M         350.0000    112,000.00                                   319.000    111,650.00
49 800 MM PLASTIC PIPE LINER                M         300.0000    114,000.00                                   412.000    123,600.00
PROGRAM CAS145                                                                                                               PAGE  3
DATE 01/25/06                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               03-1A8014
TIME 09:57 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 04/21/04                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/06
R.E. NAME:  ZINK, PHIL                                                                               DATE OF THIS ESTIMATE  01/25/06
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
50 900 MM PLASTIC PIPE LINER                M         450.0000    135,000.00                                   299.900    134,955.00
51 1200 MM PLASTIC PIPE LINER               M         550.0000     29,700.00                                    54.900     30,195.00
52 300 MM IMPREGNATED CURED-IN-PLACE-PIPE   M         275.0000     90,750.00                                   421.800    115,995.00
   LINER
53 450 MM IMPREGNATED CURED-IN-PLACE-PIPE   M         330.0000     56,100.00                                   185.500     61,215.00
   LINER
54 600 MM IMPREGNATED CURED-IN-PLACE-PIPE   M         445.0000    195,800.00                                   405.730    180,549.85
   LINER
55 900 MM IMPREGNATED CURED-IN-PLACE-PIPE   M         925.0000     74,000.00                                    81.100     75,017.50
   LINER
56 1050 MM IMPREGNATED CURED-IN-PLACE-PIPE  M       1,125.0000    135,000.00                                   115.300    129,712.50
   LINER
57 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2         12.0000     30,480.00                                 2,617.000     31,404.00
S)
58 REMOVE CONCRETE (CURB AND GUTTER)        M           7.0000      1,750.00                                   244.000      1,708.00
59 REMOVE CONCRETE BARRIER                  M          45.0000     12,150.00                                   270.000     12,150.00
60 CAP INLET                                EA      1,800.0000      3,600.00                                     2.000      3,600.00
61 CLEARING AND GRUBBING                    LS     35,000.0000     35,000.00                                     1.000     35,000.00
62 ROADWAY EXCAVATION                       M3         43.0000    597,700.00                                14,477.200    622,519.60
63 STRUCTURE EXCAVATION (CRIB WALL)         M3         60.0000     12,600.00                                   243.300     14,598.00
64 STRUCTURE BACKFILL (CRIB WALL)           M3        110.0000     29,700.00                                   336.300     36,993.00
65 ARRESTOR BED AGGREGATE                   M3         85.0000     49,300.00       723.480    61,495.80      1,215.850    103,347.25
66 DITCH EXCAVATION                         M3         30.0000     73,500.00                                 2,326.200     69,786.00
67 IMPORTED BORROW                          M3         48.0000    518,400.00                                11,242.000    539,616.00
68 IMPORTED MATERIAL (SHOULDER BACKING)     M3         65.0000     29,900.00                                   310.300     20,169.50
69 DUFF                                     M2          2.7500     55,000.00     9,000.000    24,750.00     11,698.000     32,169.50
S)
70 STRAW (EROSION CONTROL)                  TONN      500.0000     10,000.00                                     1.080        540.00
S)
71 FIBER (EROSION CONTROL)                  KG          1.0000      4,000.00                                15,242.000     15,242.00
S)
72 COMPOST (EROSION CONTROL)                KG          1.0000     10,000.00                                16,647.000     16,647.00
S)
73 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA        500.0000      3,000.00                                     7.000      3,500.00
S)
74 PURE LIVE SEED (EROSION CONTROL)         KG         75.0000     16,875.00                                   359.550     26,966.25
S)
75 COMMERCIAL FERTILIZER (EROSION CONTROL)  KG          1.0000      6,000.00                                10,328.000     10,328.00
S)
76 STABILIZING EMULSION (EROSION CONTROL)   KG          2.0000      2,000.00                                 1,482.700      2,965.40
S)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 01/25/06                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               03-1A8014
TIME 09:57 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 04/21/04                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/06
R.E. NAME:  ZINK, PHIL                                                                               DATE OF THIS ESTIMATE  01/25/06
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
77 PLANT (GROUP W)                          EA          5.0000      5,000.00     1,000.000     5,000.00      1,000.000      5,000.00
S)
78 CLASS 2 AGGREGATE BASE                   M3         78.0000  1,037,400.00                                11,654.130    909,022.14
79 AGGREGATE BASE (APPROACH SLAB)           M3        300.0000     25,500.00                                    85.000     25,500.00
80 LEAN CONCRETE BASE                       M3        140.0000    340,200.00                                 2,930.110    410,215.40
81 SLURRY SEAL                              TONN      255.0000     81,600.00                                   169.050     43,107.75
82 REPLACE ASPHALT CONCRETE SURFACING       M3        230.0000    195,500.00                                   374.000     86,020.00
83 ASPHALT CONCRETE (TYPE A)                TONN       77.0000  1,201,200.00         7.000       539.00     17,728.230  1,365,073.71
84 PLACE ASPHALT CONCRETE (MISCELLANEOUS    M2        100.0000     62,000.00        15.000     1,500.00        679.140     67,914.00
   AREA)
85 PLACE ASPHALT CONCRETE DIKE (TYPE A)     M           2.0000      5,300.00                                 2,541.320      5,082.64
86 PLACE ASPHALT CONCRETE DIKE (TYPE C)     M           2.0000      3,720.00                                 1,637.800      3,275.60
87 PLACE ASPHALT CONCRETE DIKE (TYPE E)     M           2.0000      3,500.00                                 2,108.500      4,217.00
88 PLACE ASPHALT CONCRETE DIKE (TYPE F)     M           2.0000      3,780.00                                 2,131.500      4,263.00
89 ASPHALTIC EMULSION (PAINT BINDER)        TONN    1,000.0000     14,000.00                                    55.310     55,310.00
90 CONCRETE PAVEMENT                        M3        155.0000 11,594,000.00                                76,258.300 11,820,036.50
91 INTERMEDIATE PAVEMENT ANCHOR             EA      7,500.0000     90,000.00                                    12.000     90,000.00
92 SHOULDER RUMBLE STRIP                    STA     1,000.0000     18,000.00                                     0.000          0.00
   (PCC, GROUND-IN INDENTATIONS)
93 SEAL PAVEMENT JOINT                      M           2.5000    277,500.00                               107,989.890    269,974.73
94 ITEM DELETED PER ADDENDUM                LS          0.0000          0.00                                     0.000          0.00
95 STRUCTURAL CONCRETE, BRIDGE              M3      2,000.0000      6,000.00                                     3.000      6,000.00
F)
96 STRUCTURE CONCRETE APPROACH SLAB         M3        900.0000    195,300.00         3.000     2,700.00        227.000    204,300.00
   (TYPE R (GD)
97 STRUCTURE CONCRETE APPROACH SLAB         M3        750.0000    114,750.00                                   157.000    117,750.00
   (TYPE R (GS)
98 MINOR CONCRETE                           M3        400.0000    368,000.00                                   816.910    326,764.00
   (SHOULDER BARRIER SLAB AND FOOTING)
99 MINOR CONCRETE (MINOR STRUCTURE)         M3      1,800.0000    547,200.00                                   298.210    536,778.00
F)
00 PAVING NOTCH EXTENSION                   M3      5,000.0000     27,500.00                                     5.650     28,250.00
01 DRILL AND BOND DOWEL                     M          90.0000      4,320.00                                    50.004      4,500.36
02 REINFORCED CONCRETE CRIB WALL (TYPE A)   M2        135.0000     12,150.00                                   101.000     13,635.00
03 FURNISH POLYESTER CONCRETE OVERLAY       M3      2,000.0000    132,000.00                                    77.901    155,802.00
PROGRAM CAS145                                                                                                               PAGE  5
DATE 01/25/06                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               03-1A8014
TIME 09:57 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 04/21/04                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/06
R.E. NAME:  ZINK, PHIL                                                                               DATE OF THIS ESTIMATE  01/25/06
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
04 PLACE POLYESTER CONCRETE OVERLAY         M2         45.0000    146,700.00                                 3,260.000    146,700.00
F)
05 ITEM DELETED PER ADDENDUM                LS          0.0000          0.00                                     0.000          0.00
06 BAR REINFORCING STEEL (EPOXY COATED)     KG          5.0000      2,600.00                                   520.000      2,600.00
SF)
07 FURNISH SIGN STRUCTURE (TRUSS)           KG          6.0000    117,600.00                                19,600.000    117,600.00
SF)
08 INSTALL SIGN STRUCTURE (TRUSS)           KG          1.0000     19,600.00                                19,600.000     19,600.00
SF)
09 760 MM CAST-IN-DRILLED-HOLE              M       1,000.0000     14,000.00                                    14.500     14,500.00
S) CONCRETE PILE (SIGN FOUNDATION)
10 920 MM CAST-IN-DRILLED-HOLE              M       1,200.0000     26,400.00                                    22.000     26,400.00
S) CONCRETE PILE (SIGN FOUNDATION)
11 ROADSIDE SIGN - ONE POST                 EA        200.0000      5,800.00                                    26.000      5,200.00
12 ROADSIDE SIGN - TWO POST                 EA        650.0000     11,050.00                                    15.000      9,750.00
13 INSTALL SIGN (STRAP AND SADDLE BRACKET   EA        100.0000      8,000.00        10.000     1,000.00         78.000      7,800.00
   METHOD)
14 INSTALL SIGN PANEL ON EXISTING FRAME     M2        100.0000      6,100.00                                    48.230      4,823.00
15 450 MM ALTERNATIVE PIPE CULVERT          M         470.0000      4,230.00                                   119.720     56,268.40
16 600 MM ALTERNATIVE PIPE CULVERT          M         470.0000    103,400.00                                   327.000    153,690.00
17 FILTER FABRIC                            M2          5.0000      3,350.00                                   631.640      3,158.20
18 PERMEABLE MATERIAL                       M3        115.0000     10,350.00                                    88.320     10,156.80
19 300 MM CORRUGATED STEEL PIPE DOWNDRAIN   M          85.0000     23,800.00                                   211.800     18,003.00
   (2.01 MM THICK)
20 450 MM CORRUGATED STEEL PIPE DOWNDRAIN   M          70.0000      4,970.00                                    45.800      3,206.00
   (2.01 MM THICK)
21 600 MM CORRUGATED STEEL PIPE DOWNDRAIN   M         140.0000     50,400.00                                   387.850     54,299.00
   (2.01 MM THICK)
22 750 MM CORRUGATED STEEL PIPE DOWNDRAIN   M         165.0000      5,775.00                                    13.500      2,227.50
   (2.01 MM THICK)
23 300 MM ENTRANCE TAPER                    EA        280.0000      5,040.00                                    18.000      5,040.00
24 300 MM DOWNDRAIN SLIP JOINT              EA        245.0000      4,410.00                                    18.000      4,410.00
25 300 MM ANCHOR ASSEMBLY                   EA         85.0000      5,780.00                                    38.000      3,230.00
26 450 MM ANCHOR ASSEMBLY                   EA         95.0000      1,805.00                                     5.000        475.00
27 600 MM ANCHOR ASSEMBLY                   EA        115.0000     11,270.00                                    63.000      7,245.00
28 750 MM ANCHOR ASSEMBLY                   EA        125.0000        500.00                                     4.000        500.00
29 450 MM STEEL FLARED END SECTION          EA        350.0000      2,800.00                                     7.000      2,450.00
30 600 MM STEEL FLARED END SECTION          EA        410.0000     10,250.00                                    26.000     10,660.00
PROGRAM CAS145                                                                                                               PAGE  6
DATE 01/25/06                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               03-1A8014
TIME 09:57 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 04/21/04                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/06
R.E. NAME:  ZINK, PHIL                                                                               DATE OF THIS ESTIMATE  01/25/06
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
31 750 MM STEEL FLARED END SECTION          EA        520.0000      2,080.00                                     4.000      2,080.00
32 900 MM STEEL FLARED END SECTION          EA        600.0000      3,000.00                                     3.000      1,800.00
33 1050 MM STEEL FLARED END SECTION         EA        900.0000      3,600.00                                     5.000      4,500.00
34 1350 MM STEEL FLARED END SECTION         EA        350.0000        350.00                                     0.000          0.00
35 ROCK SLOPE PROTECTION (1T, METHOD A)     M3        100.0000     21,000.00                                   226.000     22,600.00
36 ROCK SLOPE PROTECTION (1/2T, METHOD A)   M3         80.0000     36,800.00                                   481.000     38,480.00
37 ROCK SLOPE PROTECTION                    M3         45.0000    427,950.00                                12,547.820    564,651.90
   (FACING, METHOD B)
38 ROCK SLOPE PROTECTION                    M3         45.0000      7,650.00                                   187.000      8,415.00
   (BACKING NO. 3, METHOD B)
39 ROCK SLOPE PROTECTION FABRIC             M2          1.0000     37,900.00                                39,853.200     39,853.20
40 MINOR CONCRETE (MISCELLANEOUS            M3        325.0000     29,250.00                                    84.120     27,339.00
   CONSTRUCTION)
41 MISCELLANEOUS IRON AND STEEL             KG          1.7500     37,700.25                                20,946.000     36,655.50
F)
42 SNOW PLOW DEFLECTORS                     EA        250.0000     23,000.00                                     0.000          0.00
43 CHAIN LINK FENCE (TYPE CL-1.8)           M          35.0000     44,450.00                                     0.000          0.00
S)
44 2.4 M CHAIN LINK GATE (TYPE CL-1.8)      EA        900.0000     20,700.00                                     0.000          0.00
S)
45 3.7 M CHAIN LINK GATE (TYPE CL-1.8)      EA      1,200.0000      8,400.00                                     0.000          0.00
S)
46 CONCRETE BARRIER DELINEATOR (400 MM)     EA         30.0000        300.00                                     0.000          0.00
47 DELINEATOR (CLASS 2)                     EA         30.0000     17,700.00                                   527.000     15,810.00
48 HIGHWAY POST MARKER                      EA         30.0000        570.00                                     0.000          0.00
49 OBJECT MARKER (TYPE L-1)                 EA         30.0000        840.00                                     9.000        270.00
50 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA          5.0000      2,450.00                                     0.000          0.00
51 METAL BEAM GUARD RAILING                 M          60.0000    117,000.00                                 1,759.120    105,547.20
S)
52 DOUBLE METAL BEAM BARRIER                M         115.0000     17,250.00                                     0.000          0.00
S)
53 TERMINAL SECTION (TYPE B)                EA        175.0000      1,400.00                                     9.000      1,575.00
S)
54 END SECTION                              EA        200.0000        800.00                                     7.000      1,400.00
S)
55 TERMINAL SYSTEM (TYPE SRT)               EA      2,200.0000     39,600.00                                    23.000     50,600.00
S)
56 TERMINAL ANCHOR ASSEMBLY (TYPE SFT)      EA        750.0000     21,000.00                                    27.000     20,250.00
S)
57 CONCRETE BARRIER (TRANSITION)            M         400.0000      6,000.00                                    15.000      6,000.00
PROGRAM CAS145                                                                                                               PAGE  7
DATE 01/25/06                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               03-1A8014
TIME 09:57 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 04/21/04                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/06
R.E. NAME:  ZINK, PHIL                                                                               DATE OF THIS ESTIMATE  01/25/06
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
58 CONCRETE BARRIER (TYPE 60R)              M         600.0000     72,000.00        36.000    21,600.00        120.000     72,000.00
59 CONCRETE BARRIER (TYPE 60S)              M         115.0000    102,350.00                                 1,081.580    124,381.70
60 CONCRETE BARRIER (TYPE 60SC)             M         155.0000    936,200.00       174.860    27,103.30      5,835.860    904,558.30
61 CONCRETE BARRIER (TYPE 732)              M         180.0000     72,000.00         3.100       558.00        406.100     73,098.00
62 100 MM THERMOPLASTIC TRAFFIC STRIPE      M          10.0000     73,200.00                                     0.000          0.00
S) (RECESSED)
63 200 MM THERMOPLASTIC TRAFFIC STRIPE      M          18.0000     66,960.00                                     0.000          0.00
S) (RECESSED)
64 200 MM THERMOPLASTIC TRAFFIC STRIPE      M           2.0000      1,940.00                                     0.000          0.00
S) (BROKEN 3.66 M - 0.92 M)
65 100 MM THERMOPLASTIC TRAFFIC STRIPE      M          10.0000      4,400.00                                     0.000          0.00
S) (RECESSED BROKEN 5.18 M - 2.14 M)
66 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           6.0000    244,800.00                                41,240.200    247,441.20
S) (RECESSED, BROKEN 10.98 M - 3.66 M)
67 100 MM TWO-COMPONENT PAINT               M           1.1000     75,570.00                                     0.000          0.00
S) TRAFFIC STRIPE
68 TWO-COMPONENT PAINT PAVEMENT MARKING     M2         20.0000      3,000.00                                     0.000          0.00
S)
69 EXTINGUISHABLE MESSAGE SIGN SYSTEM       LS     75,000.0000     75,000.00         0.041     3,075.00          0.951     71,325.00
S)
70 HIGHWAY ADVISORY RADIO SYSTEM            LS     25,000.0000     25,000.00                                     1.000     25,000.00
S)
71 ITEM DELETED PER ADDENDUM                LS          0.0000          0.00                                     0.000          0.00
72 ITEM DELETED PER ADDENDUM                LS          0.0000          0.00                                     0.000          0.00
73 CLOSED CIRCUIT TELEVISION SYSTEM         LS     35,000.0000     35,000.00                                     0.691     24,185.00
S)
74 MODIFY LIGHTING AND SIGN ILLUMINATION    LS    500,000.0000    500,000.00         0.011     5,500.00          0.973    486,500.00
S)
75 FIBER OPTIC SYSTEM                       LS   1200,000.0000  1,200,000.00         0.014    16,800.00          0.891  1,069,200.00
S)
76 JOINT SEAL (TYPE B - MR 30 MM)           M         150.0000     20,700.00                                     0.000          0.00
S)
PROGRAM CAS145                                                                                                               PAGE  8
DATE 01/25/06                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               03-1A8014
TIME 09:57 AM                                                                                                        ESTIMATE NO. 23
BID OPENING 04/21/04                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/06
R.E. NAME:  ZINK, PHIL                                                                               DATE OF THIS ESTIMATE  01/25/06
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              133,671.10               29,395,500.50
         ADJUSTMENT OF COMPENSATION                                                             4,519.33                  512,457.04
         EXTRA WORK                                                                            82,043.03                  927,244.83
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               220,233.46               30,835,202.37
77 MOBILIZATION                             LS   3200,000.0000  3,200,000.00                                     1.000  3,200,000.00
         ORIGINAL CONTRACT AMOUNT                              33,092,725.25
    TOTAL WORK COMPLETED                                                                      220,233.46               34,035,202.37
         MATERIALS ON HAND ON SITE                                                                                         22,259.71
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                           -40,400.00                 -187,535.10
    TOTAL                                                                                     179,833.46               33,869,926.98
             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
  06/17/04     280   07/01/04  07/02/04  06/22/06       255        132            0           0             95%            91%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  ZINK, PHIL
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 01/25/06