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 07/27/99                                                    EST. NO.47
     TIME 10:52 AM
     R.E. NAME: LATHAM, FRANK                                          07-125604
     ---------------------------------------------------------------------------
     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 0375         422.40 E.W. @ F.A.(+) 061199 N 30.0 0
     006 0069         377.66 E.W. @ F.A.(+) 042999 N 000000
     011 0002         208.40 E.W. @ U.P (+) VAR    N 6.0  0
         0003       2,539.60                VAR    N 4.0  0
         0004         736.00                VAR    N 3.0  0
         0005         853.60                VAR    N 7.0  0
         0006          96.00                VAR    N 5.0  0
     029 0082-3   -11,235.61 E.W. @ F.A.(+) 030999 N 0060.0 DAO CORRECTING ENTRY
         0083-1   -11,215.37                031099 N 57.0 0 DAO CORRECTING ENTRY
         0083-2    12,516.39                031099 N 57.0 0 DAO CORRECTING ENTRY
         0086-3   -12,890.70                031199 N 0055.0 DAO CORRECTING ENTRY
         0086-4    13,004.09                031199 N 0055.0 DAO CORRECTING ENTRY
         0097-1      -907.43                022299 N 0071.0 DAO CORRECTING ENTRY
         0097-2     1,064.73                022299 N 0071.0 DAO CORRECTING ENTRY
         0153-1    -6,823.42                033199 N 0107.0 DAO CORRECTING ENTRY
         0153-2     7,921.40                033199 N 0107.0 DAO CORRECTING ENTRY
         0183-1    -7,816.69                033099 N 0105.0 DAO CORRECTING ENTRY
         0184-1    -8,227.54                040599 N 113.00 DAO CORRECTING ENTRY
         0184-2     9,268.91                040599 N 113.00 DAO CORRECTING ENTRY
         0187-1   -10,610.60                041999 N 0008.0 DAO CORRECTING ENTRY
         0187-2    11,307.55                041999 N 0008.0 DAO CORRECTING ENTRY
         0190-1    -1,411.96                042199 N 151.00 DAO CORRECTING ENTRY
         0190-2     1,595.54                042199 N 151.00 DAO CORRECTING ENTRY
         0191-1    -1,227.31                021199 N 131A 0 DAO CORRECTING ENTRY
         0191-2     2,282.47                021199 N 131A 0 DAO CORRECTING ENTRY
         0204-1    -7,214.00                041599 N 128.00 DAO CORRECTING ENTRY
         0204-2     8,238.05                041599 N 128.00 DAO CORRECTING ENTRY
         0208-1    -4,309.25                042299 N 0157.0 DAO CORRECTING ENTRY
         0208-2     4,798.81                042299 N 0157.0 DAO CORRECTING ENTRY
         0210-1    -7,465.68                042699 N 159.00 DAO CORRECTING ENTRY
         0210-2     7,955.24                042699 N 159.00 DAO CORRECTING ENTRY
         0211-1   -11,200.08                042799 N 161.00 DAO CORRECTING ENTRY
         0211-2    11,689.64                042799 N 161.00 DAO CORRECTING ENTRY
         0214-1    -7,744.76                042899 N 0162.0 DAO CORRECTING ENTRY
         0214-2     8,400.22                042899 N 0162.0 DAO CORRECTING ENTRY
         0224-1    -5,773.97                041799 N 130.00 DAO CORRECTING ENTRY
         0226-1      -454.19                032299 N 141.00 DAO CORRECTING ENTRY
         0226-2       587.22                032299 N 141.00 DAO CORRECTING ENTRY
         0232-1    -5,910.93                043099 N 165.00 DAO CORRECTING ENTRY
         0232-2     6,400.49                043099 N 165.00 DAO CORRECTING ENTRY
         0233-1    -6,574.19                050399 N 0174.0 DAO CORRECTING ENTRY
         0233-2     7,515.28                050399 N 0174.0 DAO CORRECTING ENTRY
         0234-1    -6,136.74                050499 N 173.00 DAO CORRECTING ENTRY
         0234-2     7,047.29                050499 N 173.00 DAO CORRECTING ENTRY
         0236-1    -6,455.28                050599 N 0170.0 DAO CORRECTING ENTRY
         0236-2     7,396.37                050599 N 0170.0 DAO CORRECTING ENTRY
         0238-1    -5,702.22                050699 N 169.00 DAO CORRECTING ENTRY
         0238-2     6,643.32                050699 N 169.00 DAO CORRECTING ENTRY
         0319       1,830.48                061799 N 0242.0
         0321       2,279.63                052199 N 000000
         0322       1,054.68                060899 N 000000
     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 07/27/99                                                    EST. NO.47
     TIME 10:52 AM
     R.E. NAME: LATHAM, FRANK                                          07-125604
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
         0323       2,056.03                051199 N 000000
         0325         157.30                022499 N 000691
         0327         133.03                022699 N 000641
         0328         647.77                062199 N 0244.0
         0329         157.30                022599 N 0067A0
         0330         133.03                031199 N 0121A0
         0339       2,151.20                050599 N 000000
         0343         134.18                041499 N 000000
     038 0212       1,250.31 E.W. @ F.A.(+) 060299 N 0128.0
         0213         453.43                060799 N 0130.0
         0214       2,116.54                060499 N 0132.0
         0215       1,241.48                060899 N 006.00
         0216       1,114.44                060999 N 131.00
         0217         540.11                061899 N 0135.0
         0218         199.57                062299 N 0136.0
         0219         287.20                062399 N 0137.0
         0220       7,637.96                041699 N 000000
         0221          99.77                031999 N 001111
         0222       3,368.56                051099 N 123.00
         0223         773.20                052799 N 000126
         0224         782.77                061699 N 001331
         0225         812.46                061799 N 0134.0
         0226         492.85                111798 N 0006.0
     042 0003       1,485.93 E.W. @ F.A.(+) 060299 N 0012.0
         0004       1,331.49                060199 N 010.00
         0005       1,158.61                052799 N 0008.0
         0006       2,518.52                051999 N 0006.0
         0007       4,407.04                051999 N 0011.0
     046 0008          96.64 E.W. @ F.A.(+) 020299 N 0009.0
         0009         337.67                020299 N 010.00
     047 0013-1    -1,821.02 E.W. @ F.A.(+) 032699 N 0007.0 DAO CORRECTING ENTRY
         0013-2     1,943.41                032699 N 0007.0 DAO CORRECTING ENTRY
         0019          79.19                122398 N 0007.0
     048 0041       8,848.41 E.W. @ F.A.(+) 040699 N 000000
         0042       1,708.91                041699 N 000000
         0043       1,240.09                041399 N 000000
         0044       1,123.74                042199 N 0036.0
         0045       2,144.15                041499 N 000000
         0046         386.59                061499 N 0239.0
         0047       1,944.19                060899 N 038.00
         0048         483.25                060999 N 039.00
         0049         238.55                061499 N 0040.0
         0050       1,123.74                042799 N 0037.0
     049 0001       2,266.41 E.W. @ F.A.(+) 032299 N 000001
         0002       1,856.25                032399 N 000002
                   60,365.79  TOTAL THIS ESTIMATE
                3,959,022.56  TOTAL PREVIOUS ESTIMATE
                4,019,388.35  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 07/27/99                                                    EST. NO.47
     TIME 10:52 AM
     R.E. NAME: LATHAM, FRANK                                          07-125604
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     NON-COMPL:LTG@AQ.DUL       -10,000.00   09
     NON COMPL.LTG@AQ.DUL        10,000.00   13
     UNSAFE WORK PRAC/STR       -20,000.00   15
     UNACCEPT SAW JTS PCC       -10,000.00   19
     UNSAFE WORK PRAC/STR        10,000.00   19
     SWPPP ORTIZ                -10,000.00   20
     UNACCEPT SAW JTS PCC        10,000.00   20
     UNSAFE WORK PRAC/STR        10,000.00   20
     SWPPP ORTIZ                 10,000.00   21
     PCCP SAWING DEFICIT        -10,000.00   23
     MBGR AT SAND CYN           -10,000.00   25
     PCCP SAWING DEFICIT         10,000.00   25
     STRIPE MAINTENANCE         -10,000.00   25
     UNSAFE WORK -ORTIZ         -20,000.00   25
     MBGR AT SAND CYN            10,000.00   26
     NON MATAINING ELEC         -10,000.00   26
     UNSAFE WORK -ORTIZ          20,000.00   26
     DMG.EXIST.VEG.-ORTIZ       -10,000.00   28
     STRIPE MAINTENANCE          10,000.00   29
     DAMAGE TO PAVE-ORTIZ       -20,000.00   30
     NON MATAINING ELEC          10,000.00   30
     DAMAGE TO PAVE-ORTIZ        20,000.00   31
     NON PERF.SOLEDAD OFF       -50,000.00   31
     NON PERF.SOLEDAD OFF        50,000.00   32
     DMG.EXIST.VEG.-ORTIZ        10,000.00   38
                                                            0.00            0.00
     LABOR COMPLIANCE VIOLATION
     VAR PRS                    -10,000.00   16
     VAR PRS                     10,000.00   17
     PAC.COAST A.C.             -10,000.00   19
     PAC.COAST A.C.              10,000.00   20
     NORTHWEST SAVALA           -10,000.00   25
     NORTHWEST SAVALA            10,000.00   28
     NORTHWEST                  -10,000.00   31
     NORTHWEST                   10,000.00   34
     WESTCOAST                  -10,000.00   36
     WESTCOAST                   10,000.00   37
     J.M.C.                     -10,000.00   42
     J.M.C.                      10,000.00   43
     CALIF.TRUCK MERLI           -6,503.10   44
     CALIF.TRUCK,C.W.            -7,055.65   45
     CALIF.TRUCK MERLI            6,503.10   46
     CALIF.TRUCK,C.W.             7,055.65   46
                                                            0.00            0.00
                              TOTAL DEDUCTIONS              0.00            0.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 07/27/99                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-125604
TIME 10:52 AM                                                                                                        ESTIMATE NO. 47
BID OPENING 05/23/96                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 07/20/99
R.E. NAME:  LATHAM, FRANK                                                                            DATE OF THIS ESTIMATE  07/27/99
        LOCATION                                        PROGRESS ESTIMATE
07-LA-14-33.4/44.0                                      -----------------
                                FCI CONSTRUCTORS                                          IN LOS ANGELES COUNTY IN AND NEAR
                                P.O. BOX 33484                                            SANTA CLARITA FROM SAND CANYON
                                GRANADA HILLS, CA 91344                                   ROAD OVERCROSSING TO 0.7 MILE NORTH
                                                                                          OF ESCONDIDO CANYON ROAD
                                                                                          OVERCROSSING
FED. AID NO. CMLN-6207(14)Y  ,STPL-6207(14)Y  ,N-6207(14)Y
                                                                                          WIDEN FREEWAY AND BRIDGES
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
001 PROGRESS SCHEDULE (CRITICAL PATH)        LS     10,000.0000    10,000.00                                      0.960     9,600.00
002 TEMPORARY FENCE                          LF          5.0000     1,200.00                                    240.000     1,200.00
003 WATER POLLUTION CONTROL                  LS     35,000.0000    35,000.00                                      0.990    34,650.00
004 CONSTRUCTION AREA SIGNS                  LS     50,000.0000    50,000.00          0.020     1,000.00          1.000    50,000.00
005 TRAFFIC CONTROL SYSTEM                   LS    400,000.0000   400,000.00                                      0.950   380,000.00
006 TYPE III BARRICADE                       EA        100.0000     2,200.00                                     23.000     2,300.00
007 TEMPORARY TRAFFIC STRIPE (TAPE)          LF          0.8000   546,400.00                                606,026.000   484,820.80
008 TEMPORARY PAVEMENT MARKING (TAPE)        SQFT        5.0000     3,350.00                                  2,271.300    11,356.50
009 CHANNELIZER (SURFACE MOUNTED)            EA         22.0000    22,880.00                                    685.000    15,070.00
010 TEMPORARY PAVEMENT MARKER                EA          2.0000    23,200.00                                 13,184.000    26,368.00
011 TEMPORARY RAILING (TYPE K)               LF          4.5000  1003,500.00                                239,700.000 1,078,650.00
012 TEMPORARY CRASH CUSHION MODULE           EA        300.0000   237,000.00                                    883.000   264,900.00
013 REMOVE FENCE (TYPE BW)                   LF          2.0000     1,760.00                                      0.000         0.00
014 REMOVE CHAIN LINK FENCE                  LF          4.0000     1,000.00                                    250.000     1,000.00
015 REMOVE TRAFFIC STRIPE                    LF          0.5000     4,750.00                                  1,170.000       585.00
016 REMOVE PAINTED TRAFFIC STRIPE            LF          0.4000    39,480.00                                146,989.000    58,795.60
017 REMOVE PAVEMENT MARKING                  SQFT        3.0000       390.00                                    178.000       534.00
018 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND  SQFT        2.0000     2,700.00                                    226.000       452.00
    PAVEMENT MARKING
019 REMOVE CONTRAST TREATMENT                SQFT        0.5000     9,000.00                                    700.000       350.00
020 REMOVE PAVEMENT MARKER                   EA          0.6000     2,364.00                                 16,550.000     9,930.00
021 REMOVE ROADSIDE SIGN (WOOD POST)         EA        100.0000     1,800.00                                      4.000       400.00
022 REMOVE ROADSIDE SIGN (METAL POST)        EA        100.0000       700.00                                      1.000       100.00
PROGRAM CAS145                                                                                                               PAGE  2
DATE 07/27/99                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-125604
TIME 10:52 AM                                                                                                        ESTIMATE NO. 47
BID OPENING 05/23/96                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 07/20/99
R.E. NAME:  LATHAM, FRANK                                                                            DATE OF THIS ESTIMATE  07/27/99
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
023 REMOVE DRAINAGE FACILITIES               LS     50,000.0000    50,000.00                                      1.000    50,000.00
024 SALVAGE DOUBLE THRIE BEAM BARRIER        LF          4.5000    46,350.00                                 10,069.000    45,310.50
025 SALVAGE METAL BEAM GUARD RAILING         LF          4.0000     4,800.00                                    625.000     2,500.00
026 RECONSTRUCT FENCE                        LF          3.0000       390.00                                      0.000         0.00
027 RECONSTRUCT DOUBLE THRIE BEAM BARRIER    LF         11.0000     2,200.00                                    200.000     2,200.00
028 RECONSTRUCT METAL BEAM GUARD RAILING     LF         11.0000   204,600.00        125.000     1,375.00     16,437.500   180,812.50
029 RELOCATE CONCRETE BARRIER (TYPE K)       LF          3.0000    28,380.00                                  9,460.000    28,380.00
030 RELOCATE ROADSIDE SIGN                   EA        175.0000     5,775.00                                     11.000     1,925.00
031 RELOCATE ROADSIDE SIGN (METAL POST)      EA        175.0000       350.00                                      1.000       175.00
032 ADJUST INLET TO GRADE                    EA        700.0000    70,000.00                                    112.000    78,400.00
033 ADJUST MANHOLE TO GRADE                  EA        900.0000    11,700.00                                     14.000    12,600.00
034 MODIFY BRIDGE MOUNTED SIGN STRUCTURE     EA      1,500.0000     1,500.00          0.750     1,125.00          1.000     1,500.00
035 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD        2.2500    16,942.50                                  4,277.610     9,624.62
    (.15' MAXIMUM)
036 REMOVE CONCRETE CURB AND SIDEWALK        CY         28.0000    20,160.00                                    719.610    20,149.08
037 REMOVE CONCRETE BARRIER                  LF          2.0000    59,400.00                                 29,625.000    59,250.00
038 CAP INLET                                EA        550.0000    32,450.00                                     60.500    33,275.00
039 CAP MANHOLE                              EA      2,000.0000     2,000.00                                      4.000     8,000.00
040 BRIDGE REMOVAL                           LS     70,000.0000    70,000.00                                      1.000    70,000.00
041 BRIDGE REMOVAL (PORTION), LOCATION A     LS     23,000.0000    23,000.00                                      1.000    23,000.00
042 BRIDGE REMOVAL (PORTION), LOCATION B     LS     28,000.0000    28,000.00                                      1.000    28,000.00
043 BRIDGE REMOVAL (PORTION), LOCATION C     LS     39,000.0000    39,000.00                                      1.000    39,000.00
044 BRIDGE REMOVAL (PORTION), LOCATION D     LS     25,000.0000    25,000.00                                      1.000    25,000.00
045 BRIDGE REMOVAL (PORTION), LOCATION E     LS     28,000.0000    28,000.00                                      1.000    28,000.00
046 CLEARING AND GRUBBING                    LS     70,000.0000    70,000.00                                      1.000    70,000.00
047 ROADWAY EXCAVATION                       CY          6.2500  1568,750.00                                238,643.600 1,491,522.50
048 ROCK EXCAVATION                          CY         40.0000   544,000.00                                      0.000         0.00
049 ROCK SCALING                             CY          3.0000    33,600.00                                      0.000         0.00
PROGRAM CAS145                                                                                                               PAGE  3
DATE 07/27/99                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-125604
TIME 10:52 AM                                                                                                        ESTIMATE NO. 47
BID OPENING 05/23/96                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 07/20/99
R.E. NAME:  LATHAM, FRANK                                                                            DATE OF THIS ESTIMATE  07/27/99
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
050 STRUCTURE EXCAVATION (BRIDGE)            CY         20.0000   105,060.00                                  5,253.000   105,060.00
(F)
051 STRUCTURE EXCAVATION (RETAINING WALL)    CY         30.0000    10,200.00                                    330.000     9,900.00
052 STRUCTURE BACKFILL (BRIDGE)              CY         25.0000    87,500.00                                  3,500.000    87,500.00
(F)
053 STRUCTURE BACKFILL (RETAINING WALL)      CY         25.0000    13,250.00                                    519.000    12,975.00
054 PERVIOUS BACKFILL MATERIAL (RETAINING    CY         45.0000     2,250.00                                     30.000     1,350.00
    WALL)
055 HIGHWAY PLANTING                         LS     15,000.0000    15,000.00                                      1.000    15,000.00
056 STRAW (EROSION CONTROL)                  TON       175.0000     2,975.00          3.920       686.00          9.460     1,655.50
057 SEED (EROSION CONTROL)                   LB         35.0000     7,700.00         82.000     2,870.00        214.180     7,496.30
058 COMMERCIAL FERTILIZER (EROSION CONTROL)  LB          1.0000       850.00         72.000        72.00        641.000       641.00
059 PLANT (GROUP W)                          EA         20.0000     6,000.00                                    300.000     6,000.00
060 PLANT ESTABLISHMENT WORK                 LS      4,000.0000     4,000.00          0.080       320.00          1.000     4,000.00
061 CLASS 4 AGGREGATE SUBBASE                CY         17.0000    18,700.00                                  1,604.000    27,268.00
062 CLASS 2 AGGREGATE BASE                   CY         20.0000    66,000.00                                  3,841.640    76,832.80
063 AGGREGATE BASE (APPROACH SLAB)           CY         50.0000     4,750.00                                      0.000         0.00
064 CLASS 3 AGGREGATE BASE                   CY          9.0000   972,000.00                                 97,809.800   880,288.20
065 LEAN CONCRETE BASE                       CY         46.0000  1315,600.00                                 27,942.560 1,285,357.76
066 CEMENT TREATED PERMEABLE BASE            CY         44.0000  1113,200.00                                 20,001.330   880,058.52
067 ASPHALT CONCRETE (TYPE B)                TON        29.0000   316,100.00                                 13,124.410   380,607.89
068 PLACE ASPHALT CONCRETE (MISCELLANEOUS    SQYD        9.0000    46,170.00                                  5,242.000    47,178.00
    AREA)
069 PLACE ASPHALT CONCRETE DIKE (TYPE A)     LF          0.6000    32,520.00                                 49,294.000    29,576.40
070 PLACE ASPHALT CONCRETE DIKE (TYPE B)     LF          0.6000     4,560.00                                    180.000       108.00
071 PLACE ASPHALT CONCRETE DIKE (TYPE E)     LF          0.6000    13,320.00                                 15,644.000     9,386.40
072 CONCRETE PAVEMENT                        CY         51.0000  5763,000.00                                 94,755.230 4,832,516.73
073 DRILL AND GROUT TIE BAR                  EA          5.0000   425,500.00                                 77,601.000   388,005.00
074 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF         21.0000     8,820.00                                    322.000     6,762.00
075 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF         25.0000    57,750.00                                  2,290.000    57,250.00
(S)
076 16" CAST-IN-DRILLED-HOLE CONCRETE        LF         18.0000   192,780.00                                  9,750.000   175,500.00
    PILING (SOUND WALL)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 07/27/99                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-125604
TIME 10:52 AM                                                                                                        ESTIMATE NO. 47
BID OPENING 05/23/96                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 07/20/99
R.E. NAME:  LATHAM, FRANK                                                                            DATE OF THIS ESTIMATE  07/27/99
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
077 TIEDOWN ANCHOR                           EA      3,000.0000   144,000.00                                     48.000   144,000.00
(S)
078 STRUCTURAL CONCRETE, BRIDGE FOOTING      CY        300.0000   338,700.00                                  1,129.000   338,700.00
(F)
079 STRUCTURAL CONCRETE, BRIDGE              CY        465.0000  1808,850.00         10.000     4,650.00      3,882.000 1,805,130.00
(F)
080 STRUCTURAL CONCRETE, RETAINING WALL      CY        275.0000    52,250.00                                    179.000    49,225.00
081 STRUCTURAL CONCRETE, SEISMIC APPROACH    CY        300.0000    72,900.00                                    243.000    72,900.00
(F) SLAB (TYPE N)
082 STRUCTURAL CONCRETE, SEISMIC APPROACH    CY        300.0000   114,000.00                                    402.000   120,600.00
    SLAB (TYPE R)
083 STRUCTURAL CONCRETE, APPROACH SLAB       CY        360.0000   270,360.00                                    751.000   270,360.00
(F) (TYPE N)
084 STRUCTURAL CONCRETE, APPROACH SLAB       CY        330.0000   250,800.00                                    835.000   275,550.00
    (TYPE R)
085 MINOR CONCRETE (MINOR STRUCTURE)         CY      1,000.0000   403,000.00                                    401.360   401,360.00
086 MINOR CONCRETE (BACKFILL)                CY         85.0000     4,675.00                                     67.730     5,757.05
087 PAVING NOTCH EXTENSION                   CY      1,800.0000    55,800.00                                     25.770    46,386.00
088 DRILL AND BOND DOWEL                     LF         15.0000    31,050.00                                  2,286.000    34,290.00
089 FURNISH PRECAST CONCRETE GIRDER          EA      3,000.0000    42,000.00                                     14.000    42,000.00
    (30'-40')
090 FURNISH PRECAST CONCRETE DECK UNIT       EA      1,500.0000    58,500.00                                     39.000    58,500.00
    (SLAB TYPE) (20'-30')
091 FURNISH PRECAST PRESTRESSED CONCRETE     EA      4,500.0000   121,500.00                                     27.000   121,500.00
    GIRDER (40'-50')
092 FURNISH PRECAST PRESTRESSED CONCRETE     EA      5,500.0000    49,500.00                                      9.000    49,500.00
    GIRDER (50'-60')
093 FURNISH PRECAST PRESTRESSED CONCRETE     EA      7,000.0000    28,000.00                                      4.000    28,000.00
    GIRDER (60'-70')
094 FURNISH PRECAST PRESTRESSED CONCRETE     EA      7,000.0000   126,000.00                                      3.000    21,000.00
    GIRDER (70'-80')
095 FURNISH PRECAST PRESTRESSED CONCRETE     EA     12,000.0000   180,000.00                                      0.000         0.00
    GIRDER (100'-110')
096 FURNISH PRECAST PRESTRESSED CONCRETE     EA      2,500.0000    90,000.00                                     36.000    90,000.00
    DECK UNIT (SLAB TYPE) (30'-40')
097 ERECT PRECAST CONCRETE GIRDER            EA        500.0000     7,000.00                                     14.000     7,000.00
(S)
098 ERECT PRECAST CONCRETE DECK UNIT         EA        600.0000    23,400.00                                     39.000    23,400.00
(S)
099 ERECT PRECAST PRESTRESSED CONCRETE       EA        600.0000    43,800.00                                     43.000    25,800.00
(S) GIRDER
100 ERECT PRECAST PRESTRESSED CONCRETE DECK  EA        600.0000    21,600.00                                     36.000    21,600.00
(S) UNIT
101 REFINISH BRIDGE DECK                     SQFT       25.0000    11,750.00                                    396.000     9,900.00
102 SOUND WALL (BARRIER)                     SQFT       22.0000    30,162.00                                  1,371.000    30,162.00
(F) (CAST-IN-PLACE CONCRETE)
103 SOUND WALL (MASONRY BLOCK)               SQFT        6.7500   390,150.00                                 39,541.400   266,904.45
PROGRAM CAS145                                                                                                               PAGE  5
DATE 07/27/99                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-125604
TIME 10:52 AM                                                                                                        ESTIMATE NO. 47
BID OPENING 05/23/96                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 07/20/99
R.E. NAME:  LATHAM, FRANK                                                                            DATE OF THIS ESTIMATE  07/27/99
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
104 WATERSTOP                                LF         10.0000       160.00                                     16.000       160.00
105 JOINT SEAL (MR 1/2")                     LF         20.0000    16,400.00        780.000    15,600.00        780.000    15,600.00
(S)
106 JOINT SEAL (TYPE B-MR 1")                LF         22.0000    18,920.00                                    841.500    18,513.00
(S)
107 BAR REINFORCING STEEL (BRIDGE)           LB          0.4600   578,450.00                              1,257,500.000   578,450.00
(SF)
108 BAR REINFORCING STEEL (RETAINING WALL)   LB          0.5000     5,000.00                                  9,620.000     4,810.00
109 FURNISH SIGN STRUCTURE                   LB          2.0000    56,400.00                                      0.000         0.00
    (TUBULAR MODIFIED)
110 INSTALL SIGN  STRUCTURE                  LB          0.4000    11,280.00                                      0.000         0.00
    (TUBULAR MODIFIED)
111 FURNISH SIGN STRUCTURE (LIGHTWEIGHT)     LB          2.0000    10,150.00      5,075.000    10,150.00      5,075.000    10,150.00
112 INSTALL SIGN STRUCTURE (LIGHTWEIGHT)     LB          0.5000     2,537.50      5,075.000     2,537.50      5,075.000     2,537.50
113 FURNISH SIGN STRUCTURE (TRUSS)           LB          2.0000    11,400.00                                 52,250.000   104,500.00
114 INSTALL SIGN STRUCTURE (TRUSS)           LB          0.2500     1,425.00     11,638.000     2,909.50     52,250.000    13,062.50
115 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED   LB          5.0000     1,650.00        330.000     1,650.00        330.000     1,650.00
    WITHOUT WALKWAY)
116 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED   LB          3.0000       990.00        330.000       990.00        330.000       990.00
    WITHOUT WALKWAY)
117 30" CAST-IN-DRILLED-HOLE CONCRETE PILE   LF        200.0000    24,000.00                                     85.000    17,000.00
    (SIGN FOUNDATION)
118 36" CAST-IN-DRILLED-HOLE CONCRETE PILE   LF        250.0000     8,000.00                                     74.000    18,500.00
    (SIGN FOUNDATION)
119 METAL (RAIL MOUNTED SIGN)                LB          7.0000    15,120.00                                  1,862.000    13,034.00
120 ROADSIDE SIGN - ONE POST                 EA        200.0000     2,800.00                                      0.000         0.00
121 ROADSIDE SIGN - TWO POST                 EA        350.0000     3,150.00                                      1.000       350.00
122 INSTALL SIGN (STRAP AND SADDLE BRACKET   EA        100.0000       600.00                                      2.000       200.00
    METHOD)
123 INSTALL SIGN OVERLAY                     SQFT       15.0000     2,100.00                                      0.000         0.00
124 INSTALL SIGN PANEL ON EXISTING FRAME     SQFT        8.0000     2,240.00                                      0.000         0.00
125 INSTALL ROADSIDE SIGN                    EA      1,100.0000    14,300.00                                      1.000     1,100.00
    (LAMINATED WOOD BOX POST)
126 18" ALTERNATIVE PIPE CULVERT             LF         45.0000    32,850.00                                    622.000    27,990.00
127 24" ALTERNATIVE PIPE CULVERT             LF         60.0000    25,800.00                                    640.000    38,400.00
128 12" PLASTIC PIPE                         LF         30.0000    14,100.00                                    476.000    14,280.00
129 18" REINFORCED CONCRETE PIPE             LF         50.0000    50,500.00                                  1,012.000    50,600.00
130 24" REINFORCED CONCRETE PIPE             LF         60.0000   199,800.00                                  3,300.000   198,000.00
PROGRAM CAS145                                                                                                               PAGE  6
DATE 07/27/99                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-125604
TIME 10:52 AM                                                                                                        ESTIMATE NO. 47
BID OPENING 05/23/96                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 07/20/99
R.E. NAME:  LATHAM, FRANK                                                                            DATE OF THIS ESTIMATE  07/27/99
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
131 27" REINFORCED CONCRETE PIPE             LF         60.0000       480.00                                      8.000       480.00
132 18" SLOTTED CORRUGATED STEEL PIPE        LF         60.0000    15,000.00                                    214.000    12,840.00
    (.079" THICK)
133 3" PLASTIC PIPE (EDGE DRAIN)             LF          4.2500   429,250.00                                 91,358.950   388,275.54
134 3" PLASTIC PIPE (EDGE DRAIN OUTLET)      LF         37.0000   166,500.00                                  5,077.500   187,867.50
135 ENTRANCE TAPER                           EA        400.0000     2,000.00                                      5.000     2,000.00
136 18" ALTERNATIVE PIPE DOWNDRAIN           LF         60.0000    27,000.00                                    736.000    44,160.00
137 24" ALTERNATIVE PIPE DOWNDRAIN           LF         60.0000     7,800.00                                    126.000     7,560.00
138 ROCK SLOPE PROTECTION                    CY        125.0000     5,000.00                                     27.300     3,412.50
    (FACING, METHOD B)
139 SLOPE PAVING (CONCRETE)                  CY        330.0000    23,100.00                                     77.000    25,410.00
(F)
140 MINOR CONCRETE (CURB, GUTTER, SIDEWALK   CY        150.0000    43,500.00                                    319.740    47,961.00
    AND DRIVEWAY)
141 MINOR CONCRETE (GUTTER)                  CY        200.0000     1,800.00                                      9.500     1,900.00
142 MISCELLANEOUS IRON AND STEEL             LB          1.0000    45,900.00                                 45,065.000    45,065.00
143 MISCELLANEOUS METAL (BRIDGE)             LB          3.0000     1,590.00                                    530.000     1,590.00
(SF)
144 CHAIN LINK FENCE (MODIFIED)              LF          7.0000    29,610.00                                      0.000         0.00
145 CHAIN LINK FENCE (TYPE CL-6)             LF          7.0000     2,800.00                                    290.000     2,030.00
146 GROUND ANCHOR (TYPE A)                   EA        900.0000    18,900.00                                     21.000    18,900.00
147 WIRE MESH                                SQYD       40.0000    68,000.00                                  1,700.000    68,000.00
148 INSTALL MEDIAN MILEAGE PANEL             EA         50.0000     4,900.00                                     92.000     4,600.00
149 METAL BEAM GUARD RAILING (WOOD POST)     LF         15.0000   274,500.00                                 17,901.000   268,515.00
150 CHAIN LINK RAILING (TYPE 7)              LF         30.0000    14,370.00                                    479.000    14,370.00
(SF)
151 CONCRETE BARRIER (TYPE 25)               LF         40.0000    60,160.00         87.000     3,480.00      1,454.000    58,160.00
(F)
152 CONCRETE BARRIER (TYPE 26)               LF         90.0000    43,110.00                                    479.000    43,110.00
(F)
153 CONCRETE BARRIER (TYPE 27SV)             LF         50.0000   182,500.00                                  3,529.000   176,450.00
154 CONCRETE BARRIER (TYPE 27 MODIFIED)      LF         45.0000     5,445.00         12.000       540.00        121.000     5,445.00
(F)
155 CONCRETE BARRIER (TYPE 50W MODIFIED)     LF         43.0000  1075,000.00                                 28,140.000 1,210,020.00
156 CONCRETE BARRIER (TYPE 50)               LF         16.0000   190,400.00                                 12,608.000   201,728.00
157 CONCRETE BARRIER (TYPE 50A)              LF         16.0000    15,424.00                                    963.000    15,408.00
(F)
PROGRAM CAS145                                                                                                               PAGE  7
DATE 07/27/99                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-125604
TIME 10:52 AM                                                                                                        ESTIMATE NO. 47
BID OPENING 05/23/96                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 07/20/99
R.E. NAME:  LATHAM, FRANK                                                                            DATE OF THIS ESTIMATE  07/27/99
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
158 CONCRETE BARRIER (TYPE 50C)              LF         18.0000   166,320.00                                  8,300.000   149,400.00
159 CONCRETE BARRIER (TYPE 50D)              LF         30.0000     8,400.00        449.000    13,470.00        449.000    13,470.00
160 CONCRETE BARRIER (TYPE 50E)              LF         90.0000    18,900.00                                    800.000    72,000.00
161 CONCRETE BARRIER (TYPE 50F)              LF        100.0000    52,000.00                                      0.000         0.00
162 CABLE RAILING                            LF         15.0000     5,550.00        251.000     3,765.00        379.000     5,685.00
(F)
163 BURIED POST ANCHOR                       EA        150.0000     2,700.00          1.000       150.00         22.000     3,300.00
164 CABLE ANCHOR ASSEMBLY                    EA        600.0000    19,200.00                                      4.000     2,400.00
    (BREAKAWAY, TYPE A)
165 CABLE ANCHOR ASSEMBLY                    EA        500.0000    15,500.00                                     33.000    16,500.00
    (BREAKAWAY, TYPE B)
166 TERMINAL SECTION (TYPE C)                EA        100.0000     2,500.00                                      4.000       400.00
167 4" THERMOPLASTIC TRAFFIC STRIPE          LF          0.3000   125,100.00                                      0.000         0.00
168 8" THERMOPLASTIC TRAFFIC STRIPE          LF          1.0000     4,900.00                                    760.000       760.00
169 THERMOPLASTIC PAVEMENT MARKING           SQFT        3.0000    26,100.00         75.000       225.00      1,134.000     3,402.00
170 4" THERMOPLASTIC TRAFFIC STRIPE          LF          0.4000       560.00                                    471.000       188.40
    (BROKEN 17-7)
171 8" THERMOPLASTIC TRAFFIC STRIPE          LF          1.0000    10,400.00                                      0.000         0.00
    (BROKEN 36-12)
172 PAINT TRAFFIC STRIPE (2-COAT)            LF          0.1000    11,800.00                                 38,876.000     3,887.60
173 PAVEMENT MARKER (NON-REFLECTIVE)         EA          1.5000    21,450.00                                  1,537.000     2,305.50
174 PAVEMENT MARKER (REFLECTIVE)             EA          2.5000    37,750.00                                  1,096.000     2,740.00
175 SIGNAL AND LIGHTING                      LS     60,000.0000    60,000.00          0.050     3,000.00          1.000    60,000.00
176 LIGHTING AND SIGN ILLUMINATION           LS    200,000.0000   200,000.00                                      0.980   196,000.00
177 LIGHTING CONDUIT (BRIDGE)                LS     10,000.0000    10,000.00                                      1.000    10,000.00
178 COMMUNICATION CONDUIT (BRIDGE)           LS     33,000.0000    33,000.00          0.010       330.00          0.960    31,680.00
179 TRAFFIC MONITORING STATION (LOCATION 1)  LS     25,000.0000    25,000.00          0.050     1,250.00          1.000    25,000.00
180 TRAFFIC MONITORING STATION (LOCATION 2)  LS     30,000.0000    30,000.00          0.050     1,500.00          1.000    30,000.00
181 TRAFFIC MONITORING STATION (LOCATION 3)  LS     33,000.0000    33,000.00          0.050     1,650.00          1.000    33,000.00
182 TRAFFIC MONITORING STATION (LOCATION 4)  LS     30,000.0000    30,000.00          0.050     1,500.00          1.000    30,000.00
183 TRAFFIC MONITORING STATION (LOCATION 5)  LS     33,000.0000    33,000.00          0.050     1,650.00          1.000    33,000.00
184 TRAFFIC MONITORING STATION (LOCATION 6)  LS     33,000.0000    33,000.00          0.050     1,650.00          1.000    33,000.00
PROGRAM CAS145                                                                                                               PAGE  8
DATE 07/27/99                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-125604
TIME 10:52 AM                                                                                                        ESTIMATE NO. 47
BID OPENING 05/23/96                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 07/20/99
R.E. NAME:  LATHAM, FRANK                                                                            DATE OF THIS ESTIMATE  07/27/99
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                               80,095.00               23,170,737.14
         ADJUSTMENT OF COMPENSATION                                                                 0.00                  498,970.18
         EXTRA WORK                                                                            60,365.79                3,520,418.17
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               140,460.79               27,190,125.49
185 MOBILIZATION                             LS   2714,000.0000  2714,000.00                                      1.000 2,714,000.00
         ORIGINAL CONTRACT AMOUNT                              28,354,615.00
    TOTAL WORK COMPLETED                                                                      140,460.79               29,904,125.49
         MATERIALS ON HAND ON SITE                                                                                          4,778.20
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                        0.00
    TOTAL                                                                                     140,460.79               29,908,903.69
             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
  07/12/96     680   08/06/96  07/29/96  09/30/99       603        137           16          17             97%            84%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  LATHAM, FRANK
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                      PAGE  2
     DATE 07/27/99