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 01/24/02                                                    EST. NO.15
     TIME 08:41 AM
     R.E. NAME: MCALLISTER, JIM                                        07-191004
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
     008 0003       3,090.14 E.W. @ F.A.(+) 020701 N      0
         0004         298.63                020801 N      0
         0005         835.28                020901 N      0
         0006       1,678.47                022201 N      0
         0007         951.53                041901 N      0
                    6,854.05  TOTAL THIS ESTIMATE
                  104,228.55  TOTAL PREVIOUS ESTIMATE
                  111,082.60  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 01/24/02                                                    EST. NO.15
     TIME 08:41 AM
     R.E. NAME: MCALLISTER, JIM                                        07-191004
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     EQUAL EMPLOYMENT OPPORTUNITY
     SECURITY<VILLEGAS139        -4,506.35   10
                                                            0.00       -4,506.35
     LABOR COMPLIANCE VIOLATION
     FBS,JLS,ALCORN              -3,557.80   09
     FB, JLS, ALCORN              3,557.80   15
                                                        3,557.80            0.00
     OVERBID ITEMS
     OVERBID ITEM NO. 025        -1,000.00   03
     OVERBID ITEM NO. 025        -2,000.00   09
     OVERBID ITEM NO. 025        -2,000.00   14
                                                            0.00       -5,000.00
                              TOTAL DEDUCTIONS          3,557.80       -9,506.35
PROGRAM CAS145                                                                                                               PAGE  1
DATE 01/24/02                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-191004
TIME 08:41 AM                                                                                                        ESTIMATE NO. 15
BID OPENING 10/12/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/02
R.E. NAME:  MCALLISTER, JIM                                                                          DATE OF THIS ESTIMATE  01/24/02
        LOCATION                                        PROGRESS ESTIMATE
07-LA-405-37.0/39.0                                     -----------------
                                SECURITY PAVING COMPANY, INC                              IN LOS ANGELES COUNTY IN SHERMAN
                                P.O. BOX 1489                                             OAKS FROM 0.1 KM N OF MULHOLLAND
                                SUN VALLEY, CA  91353-1489                                DRIVE OVERCROSSING TO 0.3 KM N OF
                                                                                          SEPULVEDA BOULEVARD UNDERCROSSING
FED. AID NO. ACIM-405 -3(999)153,ACIM-405 -3(999)E
                                                                                          ADD AUXILLIARY LANE
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
001 PROGRESS SCHEDULE (CRITICAL PATH)        LS     17,500.0000    17,500.00                                      0.650    11,375.00
002 TIME-RELATED OVERHEAD                    WDAY      500.0000   125,000.00         19.000     9,500.00        269.000   134,500.00
003 PREPARE STORM WATER POLLUTION            LS      6,000.0000     6,000.00                                      1.000     6,000.00
    PREVENTION PLAN
004 WATER POLLUTION CONTROL                  LS     35,000.0000    35,000.00          0.100     3,500.00          1.000    35,000.00
005 CONSTRUCTION AREA SIGNS                  LS     20,000.0000    20,000.00                                      0.500    10,000.00
(S)
006 TRAFFIC CONTROL SYSTEM                   LS     75,000.0000    75,000.00                                      0.380    28,500.00
(S)
007 TEMPORARY TRAFFIC STRIPE (TAPE)          M           2.5000     7,200.00                                      0.000         0.00
008 CHANNELIZER (SURFACE MOUNTED)            EA         45.0000     1,755.00                                     19.000       855.00
009 TEMPORARY PAVEMENT MARKER                EA          3.2500     3,705.00                                  1,131.000     3,675.75
010 TEMPORARY TERMINAL SECTION (TYPE K)      EA      1,000.0000     1,000.00                                      0.000         0.00
011 TEMPORARY RAILING (TYPE K)               M          49.7000   163,016.00                                  2,824.000   140,352.80
(S)
012 TEMPORARY CRASH CUSHION MODULE           EA        210.0000     2,310.00                                     33.000     6,930.00
(S)
013 REMOVE TRAFFIC STRIPE                    M           1.2500     9,912.50                                  3,144.000     3,930.00
014 REMOVE TRAFFIC STRIPE (YELLOW)           M           2.2000     7,766.00                                  3,021.000     6,646.20
015 REMOVE PAVEMENT MARKER                   EA          0.5500     2,700.50                                  4,711.000     2,591.05
016 REMOVE ROADSIDE SIGN (WOOD POST)         EA        325.0000     2,925.00                                      3.000       975.00
017 REMOVE SIGN STRUCTURE                    EA      6,000.0000     6,000.00                                      0.000         0.00
018 REMOVE PIPE                              M         125.0000     5,000.00                                     28.300     3,537.50
019 REMOVE 200 MM PERFORATED STEEL PIPE      M          15.0000    36,150.00         59.800       897.00      1,814.800    27,222.00
020 REMOVE INLET                             EA        900.0000    16,200.00                                     11.000     9,900.00
021 SALVAGE METAL HANDRAIL                   M          27.0000     2,538.00                                     94.000     2,538.00
022 SALVAGE METAL BEAM GUARD RAILING         M          18.0000     2,520.00                                    141.000     2,538.00
(S)
PROGRAM CAS145                                                                                                               PAGE  2
DATE 01/24/02                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-191004
TIME 08:41 AM                                                                                                        ESTIMATE NO. 15
BID OPENING 10/12/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/02
R.E. NAME:  MCALLISTER, JIM                                                                          DATE OF THIS ESTIMATE  01/24/02
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
023 REMOVE CONCRETE                          M3         85.0000     4,590.00                                     19.400     1,649.00
024 BRIDGE REMOVAL (PORTION)                 LS      7,500.0000     7,500.00                                      1.000     7,500.00
025 CLEARING AND GRUBBING                    LS     20,000.0000    20,000.00                                      0.500    10,000.00
026 ROADWAY EXCAVATION (AERIALLY             M3        128.5000   633,505.00                                  3,551.790   456,405.02
    DEPOSITED LEAD)
027 ROADWAY EXCAVATION                       M3         24.0000   125,520.00                                  3,280.220    78,725.28
028 STRUCTURE EXCAVATION (BRIDGE)            M3         50.0000    21,250.00                                    285.000    14,250.00
029 STRUCTURE EXCAVATION (RETAINING WALL)    M3         46.0000    31,326.00                                    271.000    12,466.00
030 STRUCTURE EXCAVATION (SOIL NAIL WALL)    M3        173.0000    21,452.00                                    124.000    21,452.00
031 STRUCTURE BACKFILL (BRIDGE)              M3         56.0000    40,880.00                                    544.000    30,464.00
032 STRUCTURE BACKFILL (RETAINING WALL)      M3         67.0000    29,882.00                                    150.000    10,050.00
033 STRUCTURE BACKFILL (SOIL NAIL WALL)      M3        125.0000     2,250.00                                      0.000         0.00
034 SOIL NAIL ASSEMBLY                       M          62.0000   167,524.00                                  2,937.000   182,094.00
(S)
035 HIGHWAY PLANTING                         LS     34,000.0000    34,000.00                                      0.000         0.00
(S)
036 FIBER (EROSION CONTROL)                  KG          2.7500     1,705.00                                      0.000         0.00
(S)
037 MECHANICALLY BONDED FIBER MATRIX         KG          5.1000    24,276.00                                      0.000         0.00
(S)
038 COMPOST (EROSION CONTROL)                KG          1.1000     2,244.00                                      0.000         0.00
(S)
039 PURE LIVE SEED (EROSION CONTROL)         KG         90.0000     5,850.00                                      0.000         0.00
(S)
040 PLANT ESTABLISHMENT WORK                 LS     13,500.0000    13,500.00                                      0.000         0.00
(S)
041 IRRIGATION SYSTEM                        LS     15,000.0000    15,000.00                                      0.000         0.00
(S)
042 EXTEND 200 MM CONDUIT                    M         485.0000     9,700.00                                      0.000         0.00
(S)
043 CLASS 3 AGGREGATE BASE                   M3         18.8000    63,168.00                                  2,087.250    39,240.30
044 LEAN CONCRETE BASE                       M3         97.0000   227,950.00        130.040    12,613.88      1,002.760    97,267.72
045 ASPHALT CONCRETE (TYPE B)                TONN       38.0000     6,080.00                                      8.800       334.40
046 PLACE ASPHALT CONCRETE DIKE (TYPE A)     M           3.7500     7,012.50                                      0.000         0.00
047 PLACE ASPHALT CONCRETE DIKE (TYPE C)     M           3.7500       120.00                                      0.000         0.00
048 PLACE ASPHALT CONCRETE DIKE (TYPE F)     M           3.7500        75.00                                      0.000         0.00
049 CONCRETE PAVEMENT                        M3        110.0000   430,100.00        948.500   104,335.00        948.500   104,335.00
PROGRAM CAS145                                                                                                               PAGE  3
DATE 01/24/02                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-191004
TIME 08:41 AM                                                                                                        ESTIMATE NO. 15
BID OPENING 10/12/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/02
R.E. NAME:  MCALLISTER, JIM                                                                          DATE OF THIS ESTIMATE  01/24/02
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
050 CONCRETE PAVEMENT (FAST SETTING          M3        928.0000   139,200.00                                      0.000         0.00
    HYDRAULIC CEMENT CONCRETE)
051 PROFILE GRINDING                         M           6.0000    18,120.00                                  2,617.000    15,702.00
052 406 MM CAST-IN-DRILLED-HOLE CONCRETE     M         170.0000    56,100.00                                    331.800    56,406.00
(S) PILING (SOUND WALL)
053 STRUCTURAL CONCRETE, BRIDGE FOOTING      M3        305.0000    42,090.00                                    136.100    41,510.50
054 STRUCTURAL CONCRETE, BRIDGE              M3        685.0000   178,785.00                                    353.000   241,805.00
055 STRUCTURAL CONCRETE, RETAINING WALL      M3        445.0000   101,905.00                                    122.000    54,290.00
056 STRUCTURAL CONCRETE, SOIL NAIL WALL      M3        675.0000   114,075.00         20.000    13,500.00         20.000    13,500.00
057 STRUCTURAL CONCRETE, APPROACH SLAB       M3        750.0000     8,250.00         20.850    15,637.50         20.850    15,637.50
    (TYPE N)
058 MINOR CONCRETE (MINOR STRUCTURE)         M3      1,700.0000    78,200.00                                     25.390    43,163.00
059 ARCHITECTURAL TREATMENT                  M2         65.0000    13,585.00         20.000     1,300.00         20.000     1,300.00
060 DRILL AND BOND DOWEL                     M          50.0000     7,200.00                                     68.550     3,427.50
061 FURNISH PRECAST PRESTRESSED CONCRETE     EA     13,500.0000    54,000.00                                      4.000    54,000.00
(S) GIRDER (25 M - 30 M)
062 ERECT PRECAST CONCRETE GIRDER            EA      2,200.0000     8,800.00                                      4.000     8,800.00
(S)
063 SOUND WALL (BARRIER) (MASONRY BLOCK)     M2        137.0000    96,585.00                                      0.000         0.00
(S)
064 JOINT SEAL (MR 15 MM)                    M         150.0000     1,800.00                                      0.000         0.00
(S)
065 BAR REINFORCING STEEL (BRIDGE)           KG          1.4000    77,560.00                                 51,719.000    72,406.60
(S)
066 BAR REINFORCING STEEL (RETAINING WALL)   KG          1.4000    18,396.00                                  5,080.000     7,112.00
(S)
067 BAR REINFORCING STEEL, SOIL NAIL WALL    KG          1.4000    24,066.00      8,000.000    11,200.00      8,000.000    11,200.00
(S)
068 SHOTCRETE                                M3        400.0000    33,600.00         26.870    10,748.00         43.200    17,280.00
069 FURNISH SIGN STRUCTURE (TRUSS)           KG          4.8500   116,885.00                                      0.000         0.00
(S)
070 INSTALL SIGN STRUCTURE (TRUSS)           KG          0.4500    10,845.00                                      0.000         0.00
(S)
071 920 MM CAST-IN-DRILLED-HOLE              M         325.0000     5,850.00                                     17.300     5,622.50
(S) CONCRETE PILE (SIGN FOUNDATION)
072 ROADSIDE SIGN - ONE POST                 EA        220.0000       880.00                                      0.000         0.00
073 ROADSIDE SIGN - TWO POST                 EA        890.0000     7,120.00                                      0.000         0.00
074 INSTALL BLANK SIGN OVERLAY               M2        200.0000       840.00                                      0.000         0.00
075 450 MM ALTERNATIVE PIPE CULVERT          M         375.0000    21,750.00                                     40.600    15,225.00
076 600 MM ALTERNATIVE PIPE CULVERT          M         315.0000   135,450.00                                     91.700    28,885.50
PROGRAM CAS145                                                                                                               PAGE  4
DATE 01/24/02                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-191004
TIME 08:41 AM                                                                                                        ESTIMATE NO. 15
BID OPENING 10/12/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/02
R.E. NAME:  MCALLISTER, JIM                                                                          DATE OF THIS ESTIMATE  01/24/02
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
077 450 MM REINFORCED CONCRETE PIPE          M         390.0000     2,730.00                                      6.100     2,379.00
078 600 MM REINFORCED CONCRETE PIPE          M         930.0000    13,020.00                                      0.000         0.00
079 675 MM REINFORCED CONCRETE PIPE          M         525.0000     3,675.00                                     52.100    27,352.50
080 450 MM CORRUGATED STEEL PIPE             M       1,060.0000     6,360.00                                      0.000         0.00
    (2.01 MM THICK)
081 600 MM CORRUGATED STEEL PIPE             M         930.0000     5,580.00                                      2.300     2,139.00
    (2.01 MM THICK)
082 200 MM PERFORATED STEEL PIPE UNDERDRAIN  M         128.0000   304,640.00         62.300     7,974.40      1,494.800   191,334.40
    (2.01 MM THICK)
083 200 MM NON-PERFORATED STEEL PIPE         M         200.0000    17,400.00          2.400       480.00         58.500    11,700.00
    UNDERDRAIN (2.01 MM THICK)
084 80 MM PLASTIC PIPE (EDGE DRAIN)          M          46.0000    69,460.00                                    690.000    31,740.00
085 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET)   M          75.0000     1,950.00                                     12.000       900.00
086 900 MM CORRUGATED STEEL PIPE RISER       M         500.0000     7,500.00                                      0.000         0.00
    (2.01 MM THICK)
087 MINOR CONCRETE (MISCELLANEOUS            M3        400.0000    16,800.00                                     13.000     5,200.00
    CONSTRUCTION)
088 MINOR CONCRETE (GUTTER)                  M          60.0000    18,300.00                                      0.000         0.00
(F)
089 MISCELLANEOUS IRON AND STEEL             KG          3.0000    18,120.00                                  1,831.000     5,493.00
(S)
090 METAL BEAM GUARD RAILING                 M          82.0000     1,640.00                                      0.000         0.00
091 CONCRETE BARRIER (TYPE 25R)              M         260.0000    22,880.00                                     88.000    22,880.00
092 CONCRETE BARRIER (TYPE 27B)              M         320.0000    18,240.00                                      0.000         0.00
093 CONCRETE BARRIER (TYPE 27SV)             M         425.0000    39,950.00                                     20.000     8,500.00
094 CABLE RAILING                            M          27.6500     8,433.25                                      0.000         0.00
(S)
095 TERMINAL SYSTEM (TYPE SRT)               EA      1,900.0000     1,900.00                                      0.000         0.00
(S)
096 CONCRETE BARRIER (TYPE 60D)              M         145.0000    69,600.00                                      0.000         0.00
097 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           0.9000     5,157.00                                     26.000        23.40
(S)
098 200 MM THERMOPLASTIC TRAFFIC STRIPE      M           2.3500       869.50                                      0.000         0.00
(S)
099 200 MM THERMOPLASTIC TRAFFIC STRIPE      M           2.3500     5,076.00                                      0.000         0.00
(S) (BROKEN 3.66 M - 0.92 M)
100 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           0.7000     8,400.00                                    638.000       446.60
(S) (BROKEN 10.98 M - 3.66 M)
101 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           0.7000       483.00                                      0.000         0.00
(S) (BROKEN 5.18 M - 2.14 M)
102 PAINT TRAFFIC STRIPE (2-COAT)            M           0.9200     3,634.00                                  7,095.600     6,527.95
(S)
103 PAVEMENT MARKER (NON-REFLECTIVE)         EA          1.6000     6,112.00                                  2,134.000     3,414.40
(S)
PROGRAM CAS145                                                                                                               PAGE  5
DATE 01/24/02                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-191004
TIME 08:41 AM                                                                                                        ESTIMATE NO. 15
BID OPENING 10/12/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/02
R.E. NAME:  MCALLISTER, JIM                                                                          DATE OF THIS ESTIMATE  01/24/02
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
104 PAVEMENT MARKER (RETROREFLECTIVE)        EA          3.8000     6,574.00                                    772.000     2,933.60
(S)
105 FLASHING BEACON AND SIGN ILLUMINATION    LS     87,000.0000    87,000.00                                      0.550    47,850.00
(S)
106 INDUCTIVE LOOP DETECTOR AND LIGHTING     LS     30,000.0000    30,000.00                                      0.520    15,600.00
(S)
PROGRAM CAS145                                                                                                               PAGE  6
DATE 01/24/02                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-191004
TIME 08:41 AM                                                                                                        ESTIMATE NO. 15
BID OPENING 10/12/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 01/20/02
R.E. NAME:  MCALLISTER, JIM                                                                          DATE OF THIS ESTIMATE  01/24/02
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              191,685.78                2,596,985.97
         ADJUSTMENT OF COMPENSATION                                                                 0.00                        0.00
         EXTRA WORK                                                                             6,854.05                  111,082.60
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               198,539.83                2,708,068.57
107 MOBILIZATION                             LS    470,000.0000   470,000.00          0.050    23,500.00          1.000   470,000.00
         ORIGINAL CONTRACT AMOUNT                               5,139,078.25
    TOTAL WORK COMPLETED                                                                      222,039.83                3,178,068.57
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                             3,557.80                   -9,506.35
    TOTAL                                                                                     225,597.63                3,168,562.22
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                                                    MAXIMUM       CONTRACT        OVERBID
                                                     VALUE          PRICE         AMOUNT
025 CLEARING AND GRUBBING                         10,000.00      20,000.00      10,000.00
DATE CONTR CONTRACT DATE WORK   BEGIN   EST.  DATE   WORKING   WEATHER NON-   C.C.O.       OTHER        PERCENT     PERCENT TIME
 APPROVED    DAYS    STARTED   CONSTR   COMPLETION    DAYS     WORKING DAYS    DAYS        DAYS        COMPLETED       ELAPSED
  11/15/00     370   12/07/00  00/00/00  06/21/02       232         18            0           0             59%            93%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                                 UNSATIS PROGRESS OVERRIDEN BECAU
                                                                                                         W H Y ... W H Y ... W H
                                                                                  MCALLISTER, JIM
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                      PAGE  5
     DATE 01/24/02