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 06/19/03                                                    EST. NO.35
     TIME 04:21 PM
     R.E. NAME: PASCAL, ANTHONY                                        02-364304
     ---------------------------------------------------------------------------
     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 0084         278.70 E.W. @ F.A.(+) 052803 N 836  0
         0085         172.02                052903 N 839  0
         0086         140.97                060303 N 846  0
         0087         211.32                061603 N 870  0
     008 0072       4,424.19 E.W. @ F.A.(+) 052803 N 837  0
         0073       2,987.37                052903 N 838  0
         0074       7,733.18                053003 N 841  0
         0075         479.23                061203 N 863  0
         0076         371.35                061203 N 865  0
     009 0043       1,260.81 E.W. @ F.A.(+) 050503 N 813  0
         0044       1,540.93                050803 N 816  0
         0045         845.49                050903 N 818  0
         0046         553.73                051303 N 821  0
         0047          70.79                051603 N 824  0
         0048         365.78                051903 N 825  0
         0049          41.07                052003 N 828  0
         0050         373.42                052203 N 831  0
         0051         191.68                052303 N 832  0
         0052       3,788.29                052703 N 833  0
         0054          56.38                053003 N 840  0
         0055       1,349.51                060203 N 842  0
         0057         640.31                061003 N 858  0
         0058       1,970.65                061103 N 859  0
         0059       1,824.28                061203 N 862  0
         0060         113.26                061303 N 867  0
     010 0055          78.08 E.W. @ F.A.(+) 060903 N 856  0
     015 0007         300.00 E.W. @ U.P (+) 050303 N 814  0
     016 0009          75.08 E.W. @ F.A.(+) 060603 N 853  0
         0010         156.53                060903 N 857  0
     039 0002       7,608.20 A.C. @ F.A.(+) 060903 N 860  0
     041 0002       1,417.18 E.W. @ F.A.(+) 051903 N 826  0
         0003         172.02                052003 N 827  0
         0004         584.76                052003 N 834  0
     070 0001         432.49 E.W. @ F.A.(+) 052203 N 829  0
         0002       1,227.65                052303 N 830  0
     076 0001       4,358.85 E.W. @ F.A.(+) 060903 N 868  0
     078 0002      15,721.51 E.W. @ L.S.(+) 061303 N 861  0
     083 0001     140,134.70 A.C. @ L.S.(+) 061603 N 777  0
                  204,051.76  TOTAL THIS ESTIMATE
                2,552,960.98  TOTAL PREVIOUS ESTIMATE
                2,757,012.74  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 06/19/03                                                    EST. NO.35
     TIME 04:21 PM
     R.E. NAME: PASCAL, ANTHONY                                        02-364304
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     SURVEY RE-STAKE             -2,500.00   10
     CPM RETENTION              -59,184.00   12
     RET CPM RETENTION           59,184.00   15
     SWPPP NONCOMPLIANCE        -35,872.50   22
     RCLCASE SWPPP DEDUCT        35,872.50   24
     RAMP CLOSURE LD            -75,200.00   27
     SWPPP DEDUCTION 5%         -53,000.00   27
     RELEASE SWPPP DEDUCT        53,000.00   29
     SURVEY RESTAKING            -1,250.00   34
                                                            0.00      -78,950.00
     LABOR COMPLIANCE VIOLATION
     LABOR COMPLIANCE           -10,000.00   22
     MISSING PRS EST 26          -5,000.00   26
     RET EST 25 DEDUCT           10,000.00   26
                                                            0.00       -5,000.00
                              TOTAL DEDUCTIONS              0.00      -83,950.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 06/19/03                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-364304
TIME 04:21 PM                                                                                                        ESTIMATE NO. 35
BID OPENING 08/22/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/03
R.E. NAME:  PASCAL, ANTHONY                                                                          DATE OF THIS ESTIMATE  06/19/03
        LOCATION                                     RERUN PROGRESS ESTIMATE
02-SIS-5-2.7/R11.4                                   -----------------------
                                GRANITE CONST CO                                          IN SISKIYOU COUNTY IN AND NEAR
                                PO BOX 50085                                              DUNSMUIR AND MOUNT SHASTA AT
                                WATSONVILLE CA 95077-5085                                 VARIOUS LOCATIONS
FED. AID NO. ACIM-005 -9(156)730,STP-P089(74)E
                                                                                          RESURFACE ASPHALT CONCRETE
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
01 PROGRESS SCHEDULE (CRITICAL PATH)        LS      6,017.7500      6,017.75                                     0.750      4,513.31
02 TIME-RELATED OVERHEAD                    WDAY    1,000.0000    370,000.00        22.000    22,000.00        291.000    291,000.00
03 TEMPORARY FENCE                          M          17.3500      4,337.50                                   190.000      3,296.50
04 PREPARE STORM WATER POLLUTION PREVENTION LS      2,625.0000      2,625.00                                     1.000      2,625.00
   PLAN
05 WATER POLLUTION CONTROL                  LS     17,928.7000     17,928.70         0.059     1,057.79          0.786     14,091.96
06 CONSTRUCTION AREA SIGNS                  LS     42,000.0000     42,000.00         0.096     4,032.00          0.900     37,800.00
07 TRAFFIC CONTROL SYSTEM                   LS    350,000.0000    350,000.00         0.054    18,900.00          0.808    282,800.00
S)
08 FLASHING ARROW SIGN                      LS     14,284.0000     14,284.00                                     1.000     14,284.00
S)
09 TYPE III BARRICADE                       EA        530.0000      5,830.00                                    16.000      8,480.00
S)
10 TEMPORARY PAVEMENT MARKING (PAINT)       M2         63.0000      1,512.00                                    11.700        737.10
S)
11 TEMPORARY TRAFFIC STRIPE (TAPE)          M           3.0000     43,800.00                                13,220.900     39,662.70
S)
12 TEMPORARY PAVEMENT MARKING (TAPE)        M2         50.0000      3,000.00                                    81.900      4,095.00
S)
13 TEMPORARY TRAFFIC STRIPE (PAINT)         M           0.7500     61,650.00                                64,803.000     48,602.25
S)
14 CHANNELIZER (SURFACE MOUNTED)            EA         40.0000     13,200.00                                   530.000     21,200.00
S)
15 PORTABLE CHANGEABLE MESSAGE SIGN         LS     36,898.0000     36,898.00         0.042     1,549.72          0.851     31,400.20
S)
16 PORTABLE RADAR SIGN                      EA     11,900.0000     23,800.00                                     2.000     23,800.00
S)
17 TEMPORARY FLASHING BEACON                LS      8,575.0000      8,575.00         0.119     1,020.43          0.910      7,803.25
S)
18 TEMPORARY RAILING (TYPE K)               M          21.0000    283,500.00                                10,174.360    213,661.56
S)
19 TEMPORARY CRASH CUSHION MODULE           EA        400.0000     64,000.00                                   132.000     52,800.00
S)
20 ABANDON CULVERT                          EA        800.0000      3,200.00                                     4.000      3,200.00
21 OBLITERATE SURFACING                     M2          3.5500      8,555.50                                 3,679.000     13,060.45
22 REMOVE METAL BEAM GUARD RAILING          M          14.0000      6,160.00                                 1,142.650     15,997.10
PROGRAM CAS145                                                                                                               PAGE  2
DATE 06/19/03                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-364304
TIME 04:21 PM                                                                                                        ESTIMATE NO. 35
BID OPENING 08/22/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/03
R.E. NAME:  PASCAL, ANTHONY                                                                          DATE OF THIS ESTIMATE  06/19/03
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
23 REMOVE TRAFFIC STRIPE                    M           3.0000     85,800.00                                 4,941.550     14,824.65
24 REMOVE PAVEMENT MARKING                  M2         40.0000        480.00                                     0.000          0.00
25 REMOVE PAVEMENT MARKER                   EA          3.5000      1,435.00                                   284.000        994.00
26 REMOVE ROADSIDE SIGN                     EA        100.0000      8,300.00         3.000       300.00         80.000      8,000.00
27 REMOVE ROADSIDE SIGN (TIMBER POLE)       EA        525.0000      7,875.00         3.000     1,575.00          3.000      1,575.00
28 REMOVE ASPHALT CONCRETE DIKE             M           5.0000     10,550.00                                 1,747.000      8,735.00
29 REMOVE OVERSIDE DRAIN                    EA      1,300.0000      1,300.00                                     2.000      2,600.00
30 REMOVE CULVERT                           EA      1,500.0000      4,500.00                                     3.000      4,500.00
31 REMOVE INLET                             EA        900.0000      4,500.00                                     5.000      4,500.00
32 REMOVE ASPHALT CONCRETE SURFACING        M2          7.0000     14,448.00                                 2,065.800     14,460.60
33 RECONSTRUCT CHAIN LINK FENCE             M          70.0000     55,300.00                                     0.000          0.00
34 RECONSTRUCT METAL BEAM GUARD RAILING     M          50.0000     35,000.00                                   612.650     30,632.50
35 RECONSTRUCT METAL BEAM GUARD RAILING     M          35.0000    211,750.00                                 5,692.520    199,238.20
   (2.1 M POST)
36 RELOCATE ROADSIDE SIGN                   EA        320.0000        960.00                                     7.000      2,240.00
37 RELOCATE METAL BEAM GUARD RAILING        M          48.0000     21,600.00                                   537.210     25,786.08
   (2.1 M POST)
38 ADJUST FRAME AND GRATE TO GRADE          EA        600.0000     21,000.00         5.000     3,000.00         30.000     18,000.00
39 MODIFY INLET (TYPE 1)                    EA      1,170.0000      5,850.00                                     4.000      4,680.00
40 MODIFY INLET (TYPE 2)                    EA      2,866.0000      5,732.00         1.000     2,866.00          3.000      8,598.00
41 MODIFY INLET (TYPE 3)                    EA      1,517.0000      6,068.00                                     3.000      4,551.00
42 MODIFY INLET (TYPE 4)                    EA      1,775.0000      3,550.00                                     2.000      3,550.00
43 MODIFY INLET (TYPE 5)                    EA      3,700.0000      3,700.00                                     0.000          0.00
44 REPLACE SIGN PANEL (ROADSIDE SIGN)       EA        325.0000      1,950.00                                     0.000          0.00
45 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          0.7000    179,200.00                               218,283.740    152,798.62
S) (45 MM MAXIMUM)
46 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          5.6000     37,072.00                                 8,536.150     47,802.44
S) (60 MM MAXIMUM)
47 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          2.7500     47,300.00                                13,740.800     37,787.20
S) (90 MM MAXIMUM)
48 REMOVE CONCRETE                          M3         40.0000     22,800.00                                   277.010     11,080.40
49 REMOVE CONCRETE (CURB AND GUTTER)        M          15.0000     10,350.00                                   406.000      6,090.00
PROGRAM CAS145                                                                                                               PAGE  3
DATE 06/19/03                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-364304
TIME 04:21 PM                                                                                                        ESTIMATE NO. 35
BID OPENING 08/22/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/03
R.E. NAME:  PASCAL, ANTHONY                                                                          DATE OF THIS ESTIMATE  06/19/03
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
50 REMOVE CONCRETE BARRIER                  M          60.0000     24,600.00                                   379.000     22,740.00
   (TYPE 60 MODIFIED)
51 REMOVE CONCRETE BARRIER (TYPE K)         M          38.0000     35,340.00                                   907.700     34,492.60
52 REMOVE CONCRETE BARRIER (TYPE 50)        M          80.0000     28,800.00                                   365.400     29,232.00
53 CLEAN BRIDGE DECK                        M2         30.0000     22,860.00                                   762.500     22,875.00
54 BRIDGE REMOVAL (PORTION)                 LS    175,500.0000    175,500.00                                     1.000    175,500.00
55 SALVAGE CRASH CUSHION MODULES            EA        130.0000      5,590.00        12.000     1,560.00         45.000      5,850.00
56 CLEARING AND GRUBBING                    LS     14,400.0000     14,400.00                                     1.000     14,400.00
57 ROADWAY EXCAVATION                       M3         10.2500    837,425.00                                72,483.908    742,960.06
58 SHOULDER BACKING                         STA       700.0000    266,000.00         9.070     6,349.00        370.410    259,287.00
59 SAND BACKFILL                            M3         12.0000        660.00                                     6.200         74.40
60 IMPORTED BORROW                          M3         25.0000      7,000.00                                   120.000      3,000.00
61 IMPORTED TOPSOIL                         TONN       21.0000    112,980.00                                 3,750.991     78,770.81
S)
62 STRAW (EROSION CONTROL)                  TONN      455.0000      5,005.00         2.289     1,041.50         14.381      6,543.36
S)
63 FIBER (EROSION CONTROL)                  KG          0.7000      1,820.00       572.250       400.58      3,458.850      2,421.20
S)
64 GYPSUM (EROSION CONTROL)                 KG          1.1000      7,150.00     1,430.600     1,573.66      9,021.600      9,923.76
S)
65 COMPOST (EROSION CONTROL)                KG          0.9000      7,020.00     1,716.800     1,545.12     10,798.600      9,718.74
S)
66 PURE LIVE SEED (EROSION CONTROL)         KG        130.0000     16,900.00        26.900     3,497.00        136.040     17,685.20
S)
67 CLASS 2 AGGREGATE SUBBASE                M3         18.0000    252,000.00                                13,802.182    248,439.28
68 CLASS 2 AGGREGATE BASE                   M3         50.0000    565,000.00                                11,257.534    562,876.70
69 AGGREGATE BASE (APPROACH SLAB)           M3        400.0000     18,400.00                                    10.900      4,360.00
70 CEMENT TREATED PERMEABLE BASE            M3        114.0000  1,185,600.00                                 9,846.345  1,122,483.33
71 REPLACE ASPHALT CONCRETE SURFACING       M3        290.0000     31,900.00                                   104.900     30,421.00
72 ASPHALT CONCRETE (BRIDGE)                TONN       27.0000     16,308.00                                     0.000          0.00
73 ASPHALT CONCRETE                         TONN       51.0000  6,023,100.00        53.240     2,715.24    100,212.910  5,110,858.41
74 PLACE ASPHALT CONCRETE DIKE              M           6.0000     16,980.00     1,136.000     6,816.00      5,475.000     32,850.00
75 PLACE ASPHALT CONCRETE (MISCELLANEOUS    M2         11.2500     44,775.00                                 6,493.280     73,049.40
   AREA)
76 RUMBLE STRIP (PCC)                       STA       105.0000     11,550.00                                    98.410     10,333.05
PROGRAM CAS145                                                                                                               PAGE  4
DATE 06/19/03                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-364304
TIME 04:21 PM                                                                                                        ESTIMATE NO. 35
BID OPENING 08/22/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/03
R.E. NAME:  PASCAL, ANTHONY                                                                          DATE OF THIS ESTIMATE  06/19/03
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
77 RUMBLE STRIP (GROUND IN)                 STA       115.0000     42,550.00                                   437.950     50,364.25
78 CONCRETE PAVEMENT                        M3        135.0000  3,145,500.00                                21,767.783  2,938,650.71
79 CONCRETE PAVEMENT (ACCELERATED)          M3        140.0000    621,600.00                                 4,393.815    615,134.10
80 REPLACE CONCRETE PAVEMENT                M3        460.0000     27,140.00                                   117.180     53,902.80
   (ASPHALT CONCRETE)
81 CONCRETE PAVEMENT (WEIGH-IN-MOTION)      M3        375.0000    101,250.00        12.650     4,743.75        252.650     94,743.75
82 INTERMEDIATE PAVEMENT ANCHOR             EA      1,300.0000     18,200.00                                    14.000     18,200.00
83 SEAL PAVEMENT JOINT                      M           4.0000     82,800.00                                32,633.540    130,534.16
84 CRACK EXISTING CONCRETE PAVEMENT         M2          1.0000     12,800.00                                12,356.000     12,356.00
85 STRUCTURAL CONCRETE, BRIDGE              M3      1,200.0000    240,000.00                                   200.000    240,000.00
F)
86 STRUCTURAL CONCRETE, APPROACH SLAB       M3        700.0000    320,600.00                                   458.000    320,600.00
F) (TYPE R)
87 MINOR CONCRETE (MINOR STRUCTURE)         M3      1,100.0000     20,900.00                                    17.800     19,580.00
F)
88 MINOR CONCRETE (HEADWALL)                M3      1,100.0000     20,900.00                                     9.000      9,900.00
F)
89 PAVING NOTCH EXTENSION                   M3      1,650.0000     18,150.00                                     6.310     10,411.50
90 FURNISH POLYESTER CONCRETE OVERLAY       M3      2,600.0000     46,800.00                                    16.300     42,380.00
91 PLACE POLYESTER CONCRETE OVERLAY         M2         50.0000     38,100.00                                   761.600     38,080.00
F)
92 JOINT SEAL (ASPHALTIC PLUG)              M         475.0000     61,275.00                                     0.000          0.00
S)
93 JOINT SEAL (MR 40 MM)                    M         140.0000      3,500.00       128.500    17,990.00        152.300     21,322.00
S)
94 BAR REINFORCING STEEL (BRIDGE)           KG          1.9000     68,400.00                                36,000.000     68,400.00
SF)
95 DECK SEAL                                M2         10.5000     21,871.50                                     0.000          0.00
SF)
96 SLURRY LEVELING COURSE                   L          12.0000     10,080.00                                     0.000          0.00
S)
97 ROADSIDE SIGN - ONE POST                 EA        280.0000     19,600.00         2.000       560.00         68.000     19,040.00
98 ROADSIDE SIGN - TWO POST                 EA        450.0000      4,050.00                                     8.000      3,600.00
99 INSTALL SIGN (STRAP AND SADDLE BRACKET   EA        210.0000        420.00                                     2.000        420.00
   METHOD)
00 INSTALL ROADSIDE SIGN                    EA      1,400.0000     22,400.00         7.000     9,800.00          7.000      9,800.00
   (LAMINATED WOOD BOX POST)
01 300 MM ALTERNATIVE PIPE CULVERT          M          85.0000     26,350.00                                   212.000     18,020.00
02 450 MM ALTERNATIVE PIPE CULVERT          M          90.0000     16,200.00                                   129.000     11,610.00
03 600 MM ALTERNATIVE PIPE CULVERT          M         100.0000     74,000.00                                   739.600     73,960.00
PROGRAM CAS145                                                                                                               PAGE  5
DATE 06/19/03                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-364304
TIME 04:21 PM                                                                                                        ESTIMATE NO. 35
BID OPENING 08/22/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/03
R.E. NAME:  PASCAL, ANTHONY                                                                          DATE OF THIS ESTIMATE  06/19/03
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
04 750 MM ALTERNATIVE PIPE CULVERT          M         115.0000        345.00                                     3.650        419.75
05 300 MM CORRUGATED STEEL PIPE             M          95.0000        570.00                                     6.000        570.00
   (2.01 MM THICK)
06 MODIFIED CLEANOUT (200 MM)               EA        650.0000        650.00                                     0.000          0.00
07 80 MM PLASTIC PIPE (CROSSDRAIN)          M          40.0000     83,200.00                                 1,499.930     59,997.20
   (TYPE 1)
08 200 MM PERFORATED PLASTIC                M          30.0000     12,900.00                                   439.000     13,170.00
   PIPE UNDERDRAIN
09 80 MM PLASTIC PIPE (EDGE DRAIN)          M          22.0000    477,400.00                                12,855.170    282,813.74
   (TYPE 1)
10 80 MM PLASTIC PIPE (EDGE DRAIN)          M          23.0000    173,650.00                                 6,732.780    154,853.94
   (TYPE 6)
11 50 MM PLASTIC PIPE (EDGE DRAIN OUTLET)   M          20.0000        300.00                                     0.000          0.00
12 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET)   M          25.0000     91,500.00         8.200       205.00      2,823.960     70,599.00
   (TYPE 1)
13 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET)   M          30.0000     16,800.00        60.800     1,824.00        578.980     17,369.40
   (TYPE 6)
14 PERMEABLE MATERIAL (BLANKET)             M3         55.0000    143,000.00                                 1,201.100     66,060.50
15 900 MM CORRUGATED STEEL PIPE INLET       M         760.0000     16,720.00                                    24.700     18,772.00
   (2.77 MM THICK)
16 GRATED LINE DRAIN                        M         385.0000     57,750.00       139.000    53,515.00        263.000    101,255.00
17 JACKED 600 MM WELDED STEEL PIPE          M         780.0000     58,500.00                                    75.000     58,500.00
   (6.35 MM THICK)
18 450 MM ALTERNATIVE FLARED END SECTION    EA         90.0000         90.00                                     0.000          0.00
19 ROCK SLOPE PROTECTION (1/4T, METHOD B)   M3        200.0000      7,800.00                                    85.400     17,080.00
20 ROCK SLOPE PROTECTION FABRIC             M2          1.5000        126.00                                   112.000        168.00
21 CONCRETE DIKE (TYPE A)                   M          19.0000      5,700.00                                     0.000          0.00
22 MINOR CONCRETE (CONCRETE APRON)          M3        650.0000     11,050.00                                     5.400      3,510.00
23 MINOR CONCRETE (GUTTER DEPRESSION)       M3        425.0000      7,225.00                                    17.000      7,225.00
24 FRAME AND GRATE (TYPE 600-12X)           EA        125.0000      3,000.00                                    20.000      2,500.00
SF)
25 FRAME AND GRATE (900R SPECIAL)           EA        175.0000      3,500.00                                    23.000      4,025.00
SF)
26 FRAME AND GRATE (900RX)                  EA        165.0000      1,155.00                                     8.000      1,320.00
SF)
27 FRAME AND GRATE (SPECIAL RECTANGULAR)    EA        300.0000      1,500.00                                     2.000        600.00
SF)
28 DELINEATOR (CLASS 2)                     EA         34.0000     20,060.00                                   548.000     18,632.00
29 MARKER (CULVERT)                         EA         41.0000      5,330.00                                    65.000      2,665.00
30 OBJECT MARKER (TYPE L-1)                 EA         41.0000      1,435.00                                    35.000      1,435.00
PROGRAM CAS145                                                                                                               PAGE  6
DATE 06/19/03                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-364304
TIME 04:21 PM                                                                                                        ESTIMATE NO. 35
BID OPENING 08/22/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/03
R.E. NAME:  PASCAL, ANTHONY                                                                          DATE OF THIS ESTIMATE  06/19/03
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
31 METAL BEAM GUARD RAILING                 M          50.0000     30,000.00                                   666.500     33,325.00
S)
32 METAL BEAM GUARD RAILING                 M          70.0000     16,100.00                                   476.250     33,337.50
S) (2.1 M WOOD POST)
33 CABLE RAILING                            M          90.0000     14,400.00       159.000    14,310.00        159.000     14,310.00
S)
34 CABLE RAILING (EXISTING POSTS)           M          18.0000      2,340.00       125.000     2,250.00        125.000      2,250.00
S)
35 TERMINAL SECTION (TYPE B)                EA        150.0000      2,250.00                                    16.000      2,400.00
S)
36 END SECTION                              EA        150.0000        300.00                                     7.000      1,050.00
S)
37 TERMINAL SYSTEM (TYPE SRT)               EA      2,000.0000     46,000.00                                    23.000     46,000.00
S)
38 TERMINAL SYSTEM (TYPE CAT)               EA      5,700.0000     22,800.00                                     4.000     22,800.00
S)
39 TERMINAL ANCHOR ASSEMBLY (TYPE SFT)      EA        800.0000     11,200.00                                    14.000     11,200.00
S)
40 TERMINAL ANCHOR ASSEMBLY (TYPE CA)       EA      1,000.0000      6,000.00                                     6.000      6,000.00
S)
41 RETURN SECTION                           EA        140.0000        840.00                                     6.000        840.00
S)
42 CRASH CUSHION (REACT 9CBB)               EA     25,000.0000     75,000.00         3.000    75,000.00          3.000     75,000.00
S)
43 CONCRETE BARRIER (TYPE 60)               M         160.0000     67,200.00                                   420.000     67,200.00
44 CONCRETE BARRIER (TYPE 60 MODIFIED)      M         170.0000     69,700.00                                   368.000     62,560.00
45 CONCRETE BARRIER (TYPE 60E)              M         900.0000     10,800.00                                    14.500     13,050.00
46 CONCRETE BARRIER (TYPE 736)              M         210.0000     36,960.00                                   176.000     36,960.00
F)
47 VERTICAL FACE BARRIER                    M         235.0000     44,650.00                                   163.800     38,493.00
48 THERMOPLASTIC PAVEMENT MARKING           M2         52.0000      8,320.00                                   189.150      9,835.80
S)
49 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M           0.5000     73,000.00                               112,792.000     56,396.00
S)
50 PAVEMENT MARKER (RETROREFLECTIVE-        EA         10.0000     60,000.00        58.000       580.00      4,917.000     49,170.00
S) RECESSED)
51 LIGHTING AND SIGN ILLUMINATION           LS    300,000.0000    300,000.00                                     1.000    300,000.00
S)
52 HIGH SPEED WEIGH-IN-MOTION SYSTEM        LS     99,300.0000     99,300.00                                     0.200     19,860.00
S)
53 CONCRETE BARRIER (TYPE 60)               M         125.0000     93,750.00                                   795.000     99,375.00
PROGRAM CAS145                                                                                                               PAGE  7
DATE 06/19/03                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-364304
TIME 04:21 PM                                                                                                        ESTIMATE NO. 35
BID OPENING 08/22/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/03
R.E. NAME:  PASCAL, ANTHONY                                                                          DATE OF THIS ESTIMATE  06/19/03
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              262,576.79               17,105,041.47
         ADJUSTMENT OF COMPENSATION                                                           147,742.90                  545,513.02
         EXTRA WORK                                                                            56,308.86                2,211,499.72
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               466,628.55               19,862,054.21
54 MOBILIZATION                             LS   1880,088.0000  1,880,088.00                                     1.000  1,880,088.00
         ORIGINAL CONTRACT AMOUNT                              21,171,596.95
    TOTAL WORK COMPLETED                                                                      466,628.55               21,742,142.21
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                  -83,950.00
    TOTAL                                                                                     466,628.55               21,658,192.21
             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
  11/17/00     370   04/23/01  12/04/00  06/30/03       291        342            6           0             94%            77%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  PASCAL, ANTHONY
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 06/19/03