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 04/07/05                                                    EST. NO.54
     TIME 03:16 PM
     R.E. NAME: ALI, MASHHUR                                           07-119464
     ---------------------------------------------------------------------------
     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 0206         614.64 E.W. @ F.A.(+) 031400 N 758  0
         0207       4,159.49                092402 N 762  0
         0208         126.30                111799 N 757  0
     005 0016       1,233.44 E.W. @ F.A.(+) 102799 N 755  0
         0017       5,741.15                110499 N 756  0
         0018       2,097.29                110599 N 754  0
     007 0041       2,888.80 E.W. @ F.A.(+) 121701 N 435  0
         0042         676.20                121901 N 441  0
         0043         676.20                121801 N 442  0
     010 0036         828.80 E.W. @ F.A.(+) 111301 N 429  0
         0037       4,293.60                111901 N 430  0
         0038       4,484.38                112001 N 431  0
         0039       4,143.58                112101 N 432  0
         0040       5,820.41                112601 N 433  0
         0041       4,397.65                112801 N 434  0
     024 0011-1    -2,400.57 E.W. @ F.A.(+) 040201 Y 330.00 DAO CORRECTING ENTRY
         0011-2     4,510.47                040201 Y 330.00 DAO CORRECTING ENTRY
         0011-3    -4,510.47                040201 Y 330.00 DAO CORRECTING ENTRY
         0011-4     4,310.43                040201 Y 330.00 DAO CORRECTING ENTRY
     040 0001      53,298.01 A.C. @ L.S.(+) 032405 N 001  0
                   97,389.80  TOTAL THIS ESTIMATE
                2,058,160.79  TOTAL PREVIOUS ESTIMATE
                2,155,550.59  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 04/07/05                                                    EST. NO.54
     TIME 03:16 PM
     R.E. NAME: ALI, MASHHUR                                           07-119464
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     CPM NON-SUBMITTAL          -75,000.00   04
     CPM NON-SUBMIT.-JAN.       -86,000.00   05
     CPM NON-SUBMITTAL           75,000.00   06
     CPM NON-SUBMIT.-JAN         86,000.00   06
     TEMP ADJ 25,47,49,50       -20,000.00   50
     TEMP ADJ 25,47,49,50        20,000.00   51
                                                            0.00            0.00
     LABOR COMPLIANCE VIOLATION
     VAR PRS                    -10,000.00   02
     VAR PRS                     10,000.00   03
     VAR PRS 1                  -10,000.00   03
     VAR PRS                    -10,000.00   04
     VAR PRS                     10,000.00   05
     VAR PRS 2                  -10,000.00   05
     VAR PRS 1                   10,000.00   06
     VAR PRS 3                  -10,000.00   06
     VAR PRS                    -10,000.00   07
     VAR PRS 1                  -10,000.00   08
     VAR PRS 4                  -10,000.00   09
     VAR PRS 5                  -10,000.00   10
     VAR PRS                     10,000.00   11
     VAR PRS 1                   10,000.00   11
     VAR PRS 2                   10,000.00   11
     VAR PRS 3                   10,000.00   11
     VAR PRS 4                   10,000.00   11
     VAR PRS 5                   10,000.00   11
     VAR PRS 6                  -10,000.00   11
     VAR PRS                    -10,000.00   12
     VAR PRS 6                   10,000.00   12
     VAR PRS I                  -10,000.00   14
     VAR PRS  2                 -10,000.00   15
     VAR PRS 2                   10,000.00   16
     VAR PRS 3                  -10,000.00   16
     VAR PRS 2                  -10,000.00   17
     VAR PRS 3                   10,000.00   18
     VAR PRS 4                  -10,000.00   18
     VAR PRS                     10,000.00   19
     VAR PRS 1                   10,000.00   21
     VAR PRS 2                   10,000.00   21
     VAR PRS 3                  -10,000.00   21
     VAR PRS                    -10,000.00   23
     VAR PRS                     10,000.00   24
     VAR PRS 1                  -10,000.00   24
     VAR PRS 2                  -10,000.00   25
     VAR PRS                    -10,000.00   26
     VAR PRS 4                   10,000.00   26
     VAR PRS                     10,000.00   27
     PROGRAM CAS145   S C H E D U L E   O F   D E D U C T I O N S    PAGE NO.  2
     DATE 04/07/05                                                    EST. NO.54
     TIME 03:16 PM
     R.E. NAME: ALI, MASHHUR                                           07-119464
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     VAR PRS 4                  -10,000.00   27
     VAR PRS 5                  -10,000.00   28
     VAR PRS NOV                -10,000.00   29
     VAR PRS DEC                -10,000.00   30
     VAR PRS JAN                -10,000.00   31
     VAR PRS DEC                 10,000.00   32
     VAR PRS 1                   10,000.00   32
     VAR PRS NOV                 10,000.00   33
     VAR PRS APR                -10,000.00   35
     VAR PRS APR                 10,000.00   36
     VAR PRS MAY                -10,000.00   36
     VAR PRS JUN                 -1,510.77   37
     VAR PRS JAN                 10,000.00   37
     VAR PRS MAY                 10,000.00   37
     VAR PRS 4                   10,000.00   37
     VAR PRS JUN                  1,510.77   38
     VAR PRS AUGUST             -10,000.00   39
     VAR PRS SEPT               -10,000.00   40
     VAR PRS AUGUST              10,000.00   41
     VAR PRS 2                   10,000.00   41
     VAR PRS 3                   10,000.00   41
     VAR PRS 5                   10,000.00   41
     VAR PAYROLL NOV             -6,474.75   42
     VAR PAYROLL NOV              6,474.75   43
     VAR PAYROLLS DEC           -10,000.00   43
     VAR PRS SEPT                10,000.00   43
     VAR PAYROLL I               -5,150.00   44
     PAYROLLS JAN                -1,000.00   45
     PAYROLLS JAN                 1,000.00   46
     PAYROLLS FEB                -1,997.50   46
     DAMON                       -1,000.00   47
     DAMON                        1,000.00   48
     PAYROLL I                    5,150.00   54
     PAYROLLS FEB                 1,997.50   54
     VAR PRS I                   10,000.00   54
                                                       17,147.50            0.00
     LIQUIDATED DAMAGES
     28 DAYS@$700               -19,600.00   50
     28 DAYS@$700                19,600.00   51
                                                            0.00            0.00
     OVERBID ITEMS
     OVERBID ITEM NO. 134        -2,324.15   03
     OVERBID ITEM NO. 134        -1,162.07   05
     OVERBID ITEM NO. 134          -929.66   07
     OVERBID ITEM NO. 134          -232.42   18
     OVERBID ITEM NO. 134         4,648.30   50
                                                            0.00            0.00
     OTHER OUTSTANDING DOCUMENTS
     DVBE & FHWA-47             -10,000.00   50
                                                            0.00      -10,000.00
                              TOTAL DEDUCTIONS         17,147.50      -10,000.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 04/07/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-119464
TIME 03:16 PM                                                                                                        ESTIMATE NO. 54
BID OPENING 03/11/99                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/30/03
R.E. NAME:  ALI, MASHHUR                                                                             DATE OF THIS ESTIMATE  04/07/05
        LOCATION                                       SEMI-FINAL ESTIMATE
07-LA-105-9.6/10.0                                     -------------------
                                MCM CONSTRUCTION, INC.                                    IN LOS ANGELES COUNTY IN AND NEAR
                                P.O. BOX 620                                              LOS ANGELES FROM 0.2 MILE WEST OF
                                NORTH HIGHLANDS, CA 95660                                 WILMINGTON AVENUE TO 0.2 MILE EAST
                                                                                          OF WILMINGTON AVENUE
FED. AID NO.    N O N E
                                                                                          BRIDGE OVERCROSSING AND OVERHEAD
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
01 PROGRESS SCHEDULE (CRITICAL PATH)        LS     10,000.0000     10,000.00                                     1.000     10,000.00
02 TEMPORARY WALL                           LF        120.0000     96,000.00                                   800.000     96,000.00
03 CONSTRUCTION AREA SIGNS                  LS      5,000.0000      5,000.00                                     1.000      5,000.00
S)
04 TRAFFIC CONTROL SYSTEM                   LS     50,000.0000     50,000.00                                     1.000     50,000.00
S)
05 TYPE III BARRICADE                       EA         85.0000      4,165.00                                    51.000      4,335.00
06 CHANNELIZER (SURFACE MOUNTED)            EA         40.0000     12,800.00                                   242.000      9,680.00
07 TEMPORARY RAILING (TYPE K)               LF         18.0000    165,240.00                                11,300.000    203,400.00
08 TEMPORARY CRASH CUSHION MODULE           EA        250.0000     18,250.00                                    54.000     13,500.00
09 ABANDON INLET                            EA      1,000.0000      7,000.00                                     4.000      4,000.00
10 ABANDON MANHOLE                          EA      1,500.0000      4,500.00                                     3.000      4,500.00
11 ABANDON PIPELINE                         EA      2,000.0000     28,000.00                                    12.000     24,000.00
12 REMOVE PAINTED TRAFFIC STRIPE            LF          0.5000     25,875.00                                36,124.000     18,062.00
13 REMOVE PAVEMENT MARKING                  SQFT        1.5000      9,315.00                                 2,575.000      3,862.50
14 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND  SQFT        3.0000        780.00                                   247.000        741.00
   PAVEMENT MARKING
15 REMOVE PAVEMENT MARKER                   EA          2.0000        132.00                                     0.000          0.00
16 REMOVE SIGN PANEL                        EA        100.0000        100.00                                     0.000          0.00
17 REMOVE SIDEWALK CULVERT                  EA      1,000.0000      1,000.00                                     1.000      1,000.00
18 REMOVE PIPE                              LF         70.0000     26,740.00                                   274.000     19,180.00
19 REMOVE INLET                             EA      1,200.0000      4,800.00                                     8.000      9,600.00
20 REMOVE CONCRETE PAVEMENT                 SQYD       11.0000     36,190.00                                 2,669.400     29,363.40
21 RESET MANHOLE FRAME AND COVER            EA        500.0000      6,000.00                                    17.000      8,500.00
22 RESET ROADSIDE SIGN                      EA        350.0000      1,750.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  2
DATE 04/07/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-119464
TIME 03:16 PM                                                                                                        ESTIMATE NO. 54
BID OPENING 03/11/99                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/30/03
R.E. NAME:  ALI, MASHHUR                                                                             DATE OF THIS ESTIMATE  04/07/05
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
23 RELOCATE PICKET FENCE                    LF         18.0000     21,600.00                                 1,055.000     18,990.00
24 ADJUST MANHOLE TO GRADE                  EA        750.0000        750.00                                     4.000      3,000.00
25 COLD PLANE ASPHALT CONCRETE PAVEMENT     SQYD       11.0000     10,230.00                                 1,672.170     18,393.87
S) (.15' MAXIMUM)
26 REMOVE CONCRETE SIDEWALK                 CY         25.0000      6,750.00                                   329.010      8,225.25
27 REMOVE CONCRETE BARRIER (TYPE K)         LF         10.0000     15,800.00                                 1,580.000     15,800.00
28 REMOVE CRASH CUSHION (SAND FILLED)       EA         75.0000      1,425.00                                    19.000      1,425.00
29 CLEARING AND GRUBBING                    LS      5,000.0000      5,000.00                                     1.000      5,000.00
30 ROADWAY EXCAVATION (CITY STREET)         CY          5.5000     34,210.00                                 8,412.000     46,266.00
31 STRUCTURE EXCAVATION (BRIDGE)            CY         25.0000     90,000.00                                 3,205.640     80,141.00
F)
32 STRUCTURE EXCAVATION                     CY        160.0000     37,920.00                                   237.000     37,920.00
F) (PETROLEUM HYDROCARBONS)
33 STRUCTURE EXCAVATION (RETAINING WALL)    CY         25.0000     98,750.00                                 3,950.000     98,750.00
F)
34 STRUCTURE BACKFILL (BRIDGE)              CY         25.0000     72,750.00                                 2,847.500     71,187.50
F)
35 STRUCTURE BACKFILL (RETAINING WALL)      CY         15.0000     91,500.00                                 6,100.000     91,500.00
F)
36 SAND BACKFILL                            CY        150.0000     51,000.00                                   309.800     46,470.00
37 IMPORTED BORROW                          CY         11.0000    176,000.00                                15,729.000    173,019.00
38 HIGHWAY PLANTING                         LS     40,000.0000     40,000.00                                     1.000     40,000.00
S)
39 IMPORTED TOPSOIL                         CY         40.0000     33,600.00                                     0.000          0.00
S)
40 PLANT ESTABLISHMENT WORK                 LS     25,000.0000     25,000.00                                     1.000     25,000.00
S)
41 IRRIGATION SYSTEM                        LS     25,000.0000     25,000.00                                     1.000     25,000.00
S)
42 4" CONDUIT                               LF         30.0000      1,500.00                                    50.000      1,500.00
S)
43 EXTEND 6" CONDUIT                        LF        500.0000      2,500.00                                     5.000      2,500.00
S)
44 EXTEND 8" CONDUIT                        LF        500.0000      2,500.00                                     5.000      2,500.00
S)
45 CLASS 4 AGGREGATE SUBBASE                CY         36.0000     24,120.00                                   914.350     32,916.60
46 CLASS 2 AGGREGATE BASE                   CY         28.0000     34,440.00                                 1,672.000     46,816.00
47 CLASS 3 AGGREGATE BASE                   CY         36.0000     59,760.00                                 2,046.500     73,674.00
48 LEAN CONCRETE BASE                       CY        135.0000    117,450.00                                   832.260    112,355.10
49 ASPHALT CONCRETE (TYPE B)                TON        45.0000    148,050.00                                 6,783.720    305,267.40
PROGRAM CAS145                                                                                                               PAGE  3
DATE 04/07/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-119464
TIME 03:16 PM                                                                                                        ESTIMATE NO. 54
BID OPENING 03/11/99                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/30/03
R.E. NAME:  ALI, MASHHUR                                                                             DATE OF THIS ESTIMATE  04/07/05
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
50 PLACE ASPHALT CONCRETE (MISCELLANEOUS    SQYD       60.0000      5,340.00                                   615.300     36,918.00
   AREA)
51 PLACE ASPHALT CONCRETE DIKE (TYPE A)     LF          6.0000      5,520.00                                   508.000      3,048.00
52 PLACE ASPHALT CONCRETE DIKE (TYPE B)     LF          6.0000      3,480.00                                   884.000      5,304.00
53 CONCRETE PAVEMENT                        CY        110.0000    167,200.00                                 1,420.760    156,283.60
54 22" STEEL PIPE PILE CASING               LF         60.0000    214,200.00                                 3,570.000    214,200.00
S)
55 FURNISH PILING (CLASS 100)               LF         12.0000    231,408.00                                19,376.880    232,522.56
56 DRIVE PILE (CLASS 100)                   EA        850.0000    377,400.00                                   444.000    377,400.00
S)
57 FURNISH PILING (CLASS 70)                LF          9.5000     38,864.50                                 4,091.000     38,864.50
58 DRIVE PILE (CLASS 70)                    EA        800.0000     79,200.00                                    99.000     79,200.00
S)
59 FURNISH PILING (CLASS 45)                LF          9.5000    122,455.00                                12,890.000    122,455.00
60 DRIVE PILE (CLASS 45)                    EA        800.0000    270,400.00                                   338.000    270,400.00
S)
61 PRESTRESSING CAST-IN-PLACE CONCRETE      LS    250,000.0000    250,000.00                                     1.000    250,000.00
S)
62 STRUCTURAL CONCRETE, BRIDGE FOOTING      CY        300.0000    542,700.00                                 1,872.330    561,699.00
F)
63 STRUCTURAL CONCRETE, BRIDGE              CY        283.0000  1,952,700.00                                 6,893.040  1,950,730.32
F)
64 STRUCTURAL CONCRETE, RETAINING WALL      CY        300.0000    558,000.00                                 1,860.000    558,000.00
F)
65 STRUCTURAL CONCRETE, APPROACH SLAB       CY        300.0000     52,500.00                                   175.000     52,500.00
F) (TYPE N)
66 MINOR CONCRETE (MINOR STRUCTURE)         CY      1,000.0000     67,000.00                                   132.580    132,580.00
67 FRACTURED RIB TEXTURE                    SQFT        5.0000     57,500.00                                11,500.000     57,500.00
F)
68 DRILL AND BOND DOWEL                     LF         15.0000      2,850.00                                     0.000          0.00
69 FURNISH PRECAST PRESTRESSED CONCRETE     EA      7,300.0000     65,700.00                                     9.000     65,700.00
   GIRDER (70'-80')
70 FURNISH PRECAST PRESTRESSED CONCRETE     EA     10,300.0000    103,000.00                                    10.000    103,000.00
   GIRDER (100'-110')
71 FURNISH PRECAST PRESTRESSED CONCRETE     EA      9,125.0000     18,250.00                                     2.000     18,250.00
   DELTA GIRDER (70' - 80')
72 FURNISH PRECAST PRESTRESSED CONCRETE     EA     12,875.0000     25,750.00                                     2.000     25,750.00
   DELTA GIRDER (100' - 110')
73 ERECT PRECAST PRESTRESSED CONCRETE       EA      4,000.0000     92,000.00                                    23.000     92,000.00
S) GIRDER
74 JOINT SEAL ASSEMBLY (MR 3")              LF        130.0000     22,100.00                                   170.000     22,100.00
S)
75 JOINT SEAL ASSEMBLY (MR 4")              LF        130.0000     26,000.00                                   200.000     26,000.00
S)
76 BAR REINFORCING STEEL (BRIDGE)           LB          0.4500  1,187,100.00                             2,653,802.020  1,194,210.91
SF)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 04/07/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-119464
TIME 03:16 PM                                                                                                        ESTIMATE NO. 54
BID OPENING 03/11/99                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/30/03
R.E. NAME:  ALI, MASHHUR                                                                             DATE OF THIS ESTIMATE  04/07/05
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
77 BAR REINFORCING STEEL (RETAINING WALL)   LB          0.5000     95,500.00                               191,000.000     95,500.00
SF)
78 FURNISH SIGN STRUCTURE (TRUSS)           LB          2.0000     34,332.00                                17,166.000     34,332.00
F)
79 INSTALL SIGN STRUCTURE (TRUSS)           LB          0.5000      8,583.00                                17,166.000      8,583.00
F)
80 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED   LB          4.0000      2,720.00                                   680.000      2,720.00
F) WITHOUT WALKWAY)
81 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED   LB          3.0000      2,040.00                                   680.000      2,040.00
F) WITHOUT WALKWAY)
82 30" CAST-IN-DRILLED-HOLE CONCRETE PILE   LF        375.0000     10,500.00                                    28.000     10,500.00
S) (SIGN FOUNDATION)
83 36" CAST-IN-DRILLED-HOLE CONCRETE PILE   LF        400.0000      5,600.00                                    14.000      5,600.00
S) (SIGN FOUNDATION)
84 METAL (RAIL MOUNTED SIGN)                LB          9.0000      3,330.00                                   370.000      3,330.00
85 ROADSIDE SIGN - ONE POST                 EA        275.0000      6,050.00                                    23.000      6,325.00
86 ROADSIDE SIGN - TWO POST                 EA        650.0000      2,600.00                                     4.000      2,600.00
87 ROADSIDE SIGN (STRAP AND SADDLE          EA        300.0000      6,600.00                                    22.000      6,600.00
   BRACKET METHOD)
88 ITEM DELETED PER ADDENDUM                LS          0.0000          0.00                                     0.000          0.00
89 15" REINFORCED CONCRETE PIPE             LF        200.0000      1,600.00                                   216.000     43,200.00
90 18" REINFORCED CONCRETE PIPE             LF        200.0000    134,000.00                                 1,026.000    205,200.00
91 24" REINFORCED CONCRETE PIPE             LF        175.0000    101,500.00                                   563.000     98,525.00
92 33" REINFORCED CONCRETE PIPE             LF        200.0000     62,000.00                                   310.000     62,000.00
93 36" REINFORCED CONCRETE PIPE             LF        200.0000    188,000.00                                   971.000    194,200.00
94 WELDED STEEL PIPE CASING (BRIDGE)        LF         90.0000     28,800.00                                   160.000     14,400.00
95 24" PRECAST CONCRETE PIPE MANHOLE        LF        125.0000        250.00                                     2.000        250.00
96 36" PRECAST CONCRETE PIPE MANHOLE        LF        150.0000        600.00                                     8.000      1,200.00
97 12" DUCTILE IRON SEWER PIPE              LF        250.0000     20,000.00                                    60.000     15,000.00
98 MINOR CONCRETE (BACKFILL)                CY        450.0000        675.00                                     0.000          0.00
99 MINOR CONCRETE (ISLAND PAVING)           CY        160.0000     92,800.00                                   525.640     84,102.40
00 MINOR CONCRETE (MISCELLANEOUS            CY        185.0000    148,000.00                                   683.190    126,390.15
   CONSTRUCTION)
01 MISCELLANEOUS IRON AND STEEL             LB          2.0000     12,550.00                                 8,690.000     17,380.00
SF)
02 MISCELLANEOUS METAL                      LB          4.0000     23,880.00                                 5,970.000     23,880.00
SF)(RESTRAINER - CABLE TYPE)
03 MISCELLANEOUS METAL (BRIDGE)             LB          4.0000     59,320.00                                14,830.000     59,320.00
SF)
PROGRAM CAS145                                                                                                               PAGE  5
DATE 04/07/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-119464
TIME 03:16 PM                                                                                                        ESTIMATE NO. 54
BID OPENING 03/11/99                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/30/03
R.E. NAME:  ALI, MASHHUR                                                                             DATE OF THIS ESTIMATE  04/07/05
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
04 BRIDGE DECK DRAINAGE SYSTEM              LS     20,000.0000     20,000.00                                     1.000     20,000.00
S)
05 CONCRETE BARRIER (TYPE K)                LF         15.0000      3,300.00                                   220.000      3,300.00
06 TUBULAR HANDRAILING (MODIFIED)           LF         20.0000     91,120.00                                 4,556.000     91,120.00
F)
07 CONCRETE BARRIER                         LF         50.0000     18,400.00                                   368.000     18,400.00
F) (TYPE 28 B MODIFIED)
08 CONCRETE BARRIER (TYPE 28 MODIFIED)      LF         35.0000    155,050.00                                 4,430.000    155,050.00
F)
09 CONCRETE BARRIER (TYPE 50D)              LF         31.0000     47,616.00                                 1,536.000     47,616.00
F)
10 CRASH CUSHION, SAND FILLED               EA      4,000.0000      4,000.00                                     0.000          0.00
S)
11 CRASH CUSHION, QUADGUARD SYSTEM          EA     18,000.0000     72,000.00                                     4.000     72,000.00
S)
12 4" THERMOPLASTIC TRAFFIC STRIPE          LF          0.4500      7,402.50                                16,692.000      7,511.40
S)
13 8" THERMOPLASTIC TRAFFIC STRIPE          LF          0.8000      3,776.00                                 4,941.000      3,952.80
S)
14 8" THERMOPLASTIC TRAFFIC STRIPE          LF          0.7500      2,235.00                                 2,980.000      2,235.00
S) (BROKEN 12-3)
15 THERMOPLASTIC PAVEMENT MARKING           SQFT        2.1000      4,830.00                                 3,393.000      7,125.30
S)
16 4" THERMOPLASTIC TRAFFIC STRIPE          LF          0.4000        176.00                                   418.000        167.20
S) (BROKEN 6-1)
17 4" THERMOPLASTIC TRAFFIC STRIPE          LF          0.4000      3,648.00                                 9,115.000      3,646.00
S) (BROKEN 17-7)
18 PAINT TRAFFIC STRIPE (1-COAT)            LF          0.2000      9,386.00                                46,833.000      9,366.60
S)
19 PAINT PAVEMENT MARKING (1-COAT)          SQFT        0.9500      2,356.00                                 2,452.000      2,329.40
S)
20 PARKING BUMPER (PRECAST CONCRETE)        EA         50.0000        400.00                                     0.000          0.00
S)
21 PAVEMENT MARKER (REFLECTIVE)             EA          5.0000        500.00                                     0.000          0.00
S)
22 SIGNAL AND LIGHTING                      LS    120,000.0000    120,000.00                                     1.000    120,000.00
S)
23 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS    120,000.0000    120,000.00                                     1.000    120,000.00
S)
24 LIGHTING                                 LS    120,000.0000    120,000.00                                     1.000    120,000.00
S)
25 LIGHTING (CITY STREET)                   LS    275,000.0000    275,000.00                                     1.000    275,000.00
S)
26 LIGHTING (CITY STREET) REMOVAL           LS     60,000.0000     60,000.00                                     1.000     60,000.00
S)
27 LIGHTING (CITY STREET) DETOUR            LS     25,000.0000     25,000.00                                     0.000          0.00
S)
28 INTERCONNECTION CONDUIT AND CABLE        LS     25,000.0000     25,000.00                                     1.000     25,000.00
S)
29 REMOVE SEWER MANHOLE                     EA      1,300.0000      2,600.00                                     2.000      2,600.00
30 REMOVE SEWER PIPE                        LF         75.0000     39,750.00                                   543.000     40,725.00
PROGRAM CAS145                                                                                                               PAGE  6
DATE 04/07/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-119464
TIME 03:16 PM                                                                                                        ESTIMATE NO. 54
BID OPENING 03/11/99                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/30/03
R.E. NAME:  ALI, MASHHUR                                                                             DATE OF THIS ESTIMATE  04/07/05
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
31 6" VCP SEWER (EXTRA STRENGTH)            LF        350.0000      9,450.00                                    57.000     19,950.00
32 8" VCP SEWER (EXTRA STRENGTH)            LF        215.0000    105,350.00                                   498.000    107,070.00
33 48" PRECAST CONCRETE PIPE SEWER MANHOLE  EA      3,000.0000      6,000.00                                     1.000      3,000.00
PROGRAM CAS145                                                                                                               PAGE  7
DATE 04/07/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-119464
TIME 03:16 PM                                                                                                        ESTIMATE NO. 54
BID OPENING 03/11/99                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/30/03
R.E. NAME:  ALI, MASHHUR                                                                             DATE OF THIS ESTIMATE  04/07/05
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                                    0.00               11,005,298.76
         ADJUSTMENT OF COMPENSATION                                                            53,298.01                1,214,399.25
         EXTRA WORK                                                                            44,091.79                  941,151.34
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                                97,389.80               13,160,849.35
34 MOBILIZATION                             LS   1192,502.0000  1,192,502.00                                     1.000  1,192,502.00
         ORIGINAL CONTRACT AMOUNT                              11,878,537.00
    TOTAL WORK COMPLETED                                                                       97,389.80               14,353,351.35
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                            17,147.50                  -10,000.00
    TOTAL                                                                                     114,537.30               14,343,351.35
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                                                    MAXIMUM       CONTRACT        OVERBID
                                                     VALUE          PRICE         AMOUNT
134 MOBILIZATION                               1,187,853.70   1,192,502.00       4,648.30
DATE CONTR CONTRACT DATE WORK   BEGIN    JOB COM-    WORKING   WEATHER NON-   C.C.O.       OTHER        PERCENT     PERCENT TIME
 APPROVED    DAYS    STARTED   CONSTR   PLETED ON     DAYS     WORKING DAYS    DAYS        DAYS        COMPLETED       ELAPSED
  04/12/99     820   04/16/99  04/27/99  06/30/03       996         46           80          96            100%           100%
                                                                                  ALI, MASHHUR
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 04/07/05