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 08/04/05                                                    EST. NO.37
     TIME 03:07 PM
     R.E. NAME: JAHROMI, REZA                                          07-181604
     ---------------------------------------------------------------------------
     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 0152         260.97 E.W. @ F.A.(+) 060705 N 324  0
         0153         260.97                060905 N 325  0
         0154         260.97                061005 N 326  0
         0155         136.13                050905 N 327  0
         0156         260.97                061305 N 328  0
         0157         260.97                061405 N 329  0
         0158         260.97                061505 N 330  0
         0159         260.97                061605 N 331  0
         0160         260.97                061705 N 332  0
         0161         260.97                062005 N 333  0
         0162         260.97                062105 N 334  0
         0163         260.97                062205 N 335  0
         0164         302.36                062305 N 336  0
         0165       1,902.69                062405 N 337  0
         0166         440.22                062805 N 341  0
         0168         173.99                063005 N 343  0
         0169         269.51                070805 N 346  0
         0170         960.01                071405 N 350  0
         0171       2,436.46                071505 N 351  0
     002 0044         354.67 E.W. @ F.A.(+) 062905 N 342  0
         0045         133.11                063005 N 344  0
         0046         269.51                070705 N 345  0
         0047       1,140.69                062905 N 347  0
         0048       1,140.69                063005 N 348  0
         0049         486.14                071205 N 349  0
     007 0016         527.81 E.W. @ F.A.(+) 071505 N 352  0
     008 0009         892.45 E.W. @ F.A.(+) 061605 N 338  0
         0010         461.74                061705 N 339  0
         0011         209.73                062105 N 340  0
                   15,108.58  TOTAL THIS ESTIMATE
                1,122,550.14  TOTAL PREVIOUS ESTIMATE
                1,137,658.72  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 08/04/05                                                    EST. NO.37
     TIME 03:07 PM
     R.E. NAME: JAHROMI, REZA                                          07-181604
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     ITEM ADJUSTMENT            -10,000.00   37
                                                      -10,000.00      -10,000.00
     EQUAL EMPLOYMENT OPPORTUNITY
     GLM,PENHALL 139            -10,000.00   12
     GLM,PENHALL 139             10,000.00   13
                                                            0.00            0.00
     OTHER OUTSTANDING DOCUMENTS
     DVBE & FHWA                -10,000.00   37
                                                      -10,000.00      -10,000.00
                              TOTAL DEDUCTIONS        -20,000.00      -20,000.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 08/04/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-181604
TIME 03:07 PM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/01/02                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 07/15/05
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  08/04/05
        LOCATION                                PROGRESS ESTIMATE AFTER ACCEPTANCE
07-LA-91-R14.0/R20.7                            ----------------------------------
                                CHUMO CONSTRUCTION INC.                                   IN LOS ANGELES COUNTY IN BELLFLOWER
                                14425 JOANBRIDGE STREET                                   CERRITOS AND ARTESIA FROM DOWNEY
                                BALDWIN PARK, CA 91706-1747                               AVENUE UNDERCROSSING TO LOS ANGELES
                                                                                          AND ORANGE COUNTY LINE
FED. AID NO. ACNH-P091(112)E
                                                                                          REPAIR SLABS AND PAVEMENT
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS      5,000.0000      5,000.00                                     0.750      3,750.00
02 TIME-RELATED OVERHEAD                    WDAY    2,000.0000  1,000,000.00                                   500.000  1,000,000.00
03 CONSTRUCTION AREA SIGNS                  LS      9,500.0000      9,500.00         0.343     3,258.50          1.000      9,500.00
S)
04 TRAFFIC CONTROL SYSTEM                   LS    734,000.0000    734,000.00                                     1.000    734,000.00
S)
05 CHANNELIZER (SURFACE MOUNTED)            EA         28.0000      4,200.00                                   130.000      3,640.00
S)
06 FLASHING BEACON (PORTABLE)               EA      1,500.0000      9,000.00                                     0.000          0.00
S)
07 TEMPORARY TERMINAL SECTION (TYPE K)      EA      1,000.0000      6,000.00                                     4.000      4,000.00
S)
08 TEMPORARY RAILING (TYPE K)               M          39.0000    286,650.00                                 7,480.000    291,720.00
S)
09 REMOVE METAL BEAM GUARD RAILING          M          17.5000     10,675.00                                   595.920     10,428.60
S)
10 REMOVE PAINTED TRAFFIC STRIPE            M           1.1000     44,660.00     5,334.000     5,867.40     39,141.000     43,055.10
11 REMOVE PAINTED PAVEMENT MARKING          M2         15.0000        435.00                                     5.000         75.00
12 REMOVE THERMOPLASTIC TRAFFIC STRIPE      M           1.0000     28,600.00                                24,312.000     24,312.00
13 REMOVE YELLOW TRAFFIC STRIPE             M           2.0000      8,480.00                                 2,893.000      5,786.00
14 REMOVE THERMOPLASTIC YELLOW TRAFFIC      M           2.0000     25,400.00                                44,920.000     89,840.00
   STRIPE
15 REMOVE PAVEMENT MARKER                   EA          0.8000     34,720.00       175.000       140.00     41,156.010     32,924.81
16 REMOVE ROADSIDE SIGN                     EA        100.0000      2,800.00                                    28.000      2,800.00
17 REMOVE SIGN STRUCTURE                    EA      2,000.0000     20,000.00                                    10.000     20,000.00
18 REMOVE SIGN PANEL                        M2         65.0000      6,500.00                                   100.500      6,532.50
19 REMOVE ASPHALT CONCRETE DIKE             M           2.5000      2,575.00                                 1,029.000      2,572.50
20 REMOVE PIPE                              M          21.4000     67,196.00                                 3,139.890     67,193.65
21 REMOVE INLET                             EA        500.0000     13,500.00                                    27.000     13,500.00
22 RELOCATE ROADSIDE SIGN                   EA        200.0000      3,000.00                                    13.000      2,600.00
PROGRAM CAS145                                                                                                               PAGE  2
DATE 08/04/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-181604
TIME 03:07 PM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/01/02                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 07/15/05
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  08/04/05
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
23 RELOCATE TEMPORARY RAILING (TYPE K)      M           6.9000     95,220.00                                14,363.000     99,104.70
S)
24 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          2.1000     20,727.00                                 9,863.000     20,712.30
S) (45 MM MAXIMUM)
25 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          2.1000      3,885.00                                 1,841.000      3,866.10
S) (60 MM MAXIMUM)
26 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          2.1000     29,190.00                                13,850.360     29,085.76
S) (105 MM MAXIMUM)
27 REMOVE CONCRETE BARRIER (TYPE 50)        M          20.0000    196,600.00                                 9,830.000    196,600.00
28 BRIDGE REMOVAL (PORTION), LOCATION A     LS      2,600.0000      2,600.00                                     1.000      2,600.00
29 BRIDGE REMOVAL (PORTION), LOCATION B     LS      1,950.0000      1,950.00                                     1.000      1,950.00
30 BRIDGE REMOVAL (PORTION), LOCATION C     LS      1,300.0000      1,300.00                                     1.000      1,300.00
31 BRIDGE REMOVAL (PORTION), LOCATION D     LS      1,950.0000      1,950.00                                     1.000      1,950.00
32 BRIDGE REMOVAL (PORTION), LOCATION E     LS      1,950.0000      1,950.00                                     1.000      1,950.00
33 BRIDGE REMOVAL (PORTION), LOCATION F     LS      1,950.0000      1,950.00                                     1.000      1,950.00
34 BRIDGE REMOVAL (PORTION), LOCATION G     LS      2,600.0000      2,600.00                                     1.000      2,600.00
35 BRIDGE REMOVAL (PORTION), LOCATION H     LS      3,900.0000      3,900.00                                     1.000      3,900.00
36 BRIDGE REMOVAL (PORTION), LOCATION I     LS      6,500.0000      6,500.00                                     1.000      6,500.00
37 BRIDGE REMOVAL (PORTION), LOCATION J     LS      1,950.0000      1,950.00                                     1.000      1,950.00
38 BRIDGE REMOVAL (PORTION), LOCATION K     LS      1,950.0000      1,950.00                                     1.000      1,950.00
39 BRIDGE REMOVAL (PORTION), LOCATION L     LS      1,950.0000      1,950.00                                     1.000      1,950.00
40 ROADWAY EXCAVATION                       M3         12.0000    570,000.00                                     0.000          0.00
41 LEAD COMPLIANCE PLAN                     LS      3,000.0000      3,000.00                                     1.000      3,000.00
42 AGGREGATE BASE (APPROACH SLAB)           M3        450.0000    144,000.00                                   940.013    423,005.85
43 CLASS 3 AGGREGATE BASE                   M3         12.0000    190,800.00                                     0.000          0.00
44 LEAN CONCRETE BASE                       M3         91.5500  1,007,050.00                                10,932.700  1,000,888.69
45 REPLACE ASPHALT CONCRETE SURFACING       M3        142.0000    856,260.00                                 6,948.600    986,701.20
46 ASPHALT CONCRETE (TYPE B)                TONN       48.0000    231,360.00                                 4,289.590    205,900.32
47 RUBBERIZED ASPHALT CONCRETE (TYPE G)     TONN       65.0000     17,550.00                                   244.000     15,860.00
48 PLACE ASPHALT CONCRETE (MISCELLANEOUS    M2        500.0000        500.00         1.000       500.00          1.000        500.00
   AREA)
49 PLACE ASPHALT CONCRETE DIKE (TYPE A)     M          12.0000      2,400.00       247.000     2,964.00        247.000      2,964.00
PROGRAM CAS145                                                                                                               PAGE  3
DATE 08/04/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-181604
TIME 03:07 PM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/01/02                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 07/15/05
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  08/04/05
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
50 PLACE ASPHALT CONCRETE DIKE (TYPE C)     M          12.0000      6,360.00       407.120     4,885.44        407.120      4,885.44
51 PLACE ASPHALT CONCRETE DIKE (TYPE F)     M          12.0000      4,080.00       334.570     4,014.84        334.570      4,014.84
52 CONCRETE PAVEMENT                        M3        128.0000  2,662,400.00                                20,774.000  2,659,072.00
53 REPLACE CONCRETE PAVEMENT                M3        518.0000  1,160,320.00        15.000     7,770.00      2,321.170  1,202,366.06
   (RAPID STRENGTH CONCRETE)
54 SEAL PAVEMENT JOINT                      M           6.5000    120,900.00                                17,560.000    114,140.00
55 SEAL LONGITUDINAL ISOLATION JOINT        M           9.2500    188,700.00       828.000     7,659.00     21,107.000    195,239.75
56 GRIND EXISTING CONCRETE                  M2          4.1500  1,373,650.00                               302,531.770  1,255,506.85
   PAVEMENT
57 STRUCTURAL CONCRETE, APPROACH SLAB       M3        466.0000  1,458,160.60                                 2,948.354  1,373,932.96
F) (TYPE R)
58 MINOR CONCRETE (MINOR STRUCTURE)         M3      1,970.0000    164,101.00                                    82.820    163,155.40
F)
59 MINOR CONCRETE (PIPE ENCASEMENT)         M3        200.0000     26,000.00                                    63.120     12,624.00
60 PAVING NOTCH EXTENSION                   M3      3,200.0000    233,600.00                                    64.193    205,417.60
61 JOINT SEAL (TYPE B - MR 30 MM)           M         102.0000    110,160.00      -100.000   -10,200.00          0.000          0.00
62 FURNISH SIGN STRUCTURE (TRUSS)           KG          4.5000    260,712.00                                57,975.010    260,887.55
63 INSTALL SIGN STRUCTURE (TRUSS)           KG          0.2700     15,642.72                                57,975.010     15,653.25
SF)
64 760 MM CAST-IN-DRILLED-HOLE              M         970.0000     21,825.00                                    22.500     21,825.00
S) CONCRETE PILE (SIGN FOUNDATION)
65 920 MM CAST-IN-DRILLED-HOLE              M       1,130.0000     70,060.00                                    62.000     70,060.00
S) CONCRETE PILE (SIGN FOUNDATION)
66 METAL (BARRIER MOUNTED SIGN)             KG         15.0000     77,550.00                                 5,170.000     77,550.00
67 ROADSIDE SIGN - ONE POST                 EA        250.0000      1,000.00                                     4.000      1,000.00
68 INSTALL SIGN (STRAP AND SADDLE BRACKET   EA        200.0000      1,600.00                                     8.000      1,600.00
   METHOD)
69 INSTALL ROADSIDE SIGN                    EA      2,000.0000      2,000.00                                     1.000      2,000.00
   (LAMINATED WOOD BOX POST)
70 300 MM PLASTIC PIPE                      M          80.0000     35,200.00                                   217.000     17,360.00
71 450 MM REINFORCED CONCRETE PIPE          M         230.0000     18,400.00                                    79.900     18,377.00
72 600 MM REINFORCED CONCRETE PIPE          M         260.0000        546.00                                     1.600        416.00
73 450 MM CORRUGATED STEEL PIPE             M         235.0000      3,760.00                                    12.100      2,843.50
   (2.01 MM THICK)
74 450 MM SLOTTED CORRUGATED STEEL PIPE     M         365.0000     15,695.00                                    25.300      9,234.50
   (2.01 MM THICK)
75 450 MM CORRUGATED STEEL PIPE DOWNDRAIN   M         145.0000     11,310.00                                    61.100      8,859.50
   (2.01 MM THICK)
76 300 MM ENTRANCE TAPER                    EA        500.0000        500.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  4
DATE 08/04/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-181604
TIME 03:07 PM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/01/02                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 07/15/05
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  08/04/05
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
77 ROCK SLOPE PROTECTION                    M3        150.0000        495.00         1.100       165.00          2.200        330.00
   (FACING, METHOD B)
78 ROCK SLOPE PROTECTION FABRIC             M2         10.0000        170.00         5.500        55.00         11.000        110.00
79 MISCELLANEOUS IRON AND STEEL             KG          1.0000     11,607.00                                11,607.000     11,607.00
SF)
80 INSTALL MEDIAN MILEAGE PANEL             EA         50.0000      5,500.00                                   110.000      5,500.00
81 METAL BEAM GUARD RAILING (WOOD POST)     M          58.0000     38,860.00                                   646.540     37,499.32
S)
82 TERMINAL SYSTEM (TYPE ET)                EA      4,000.0000      8,000.00                                     3.000     12,000.00
S)
83 TERMINAL SYSTEM (TYPE SRT)               EA      1,880.0000     69,560.00                                    33.000     62,040.00
S)
84 TERMINAL ANCHOR ASSEMBLY (TYPE SFT)      EA        520.0000     13,520.00                                    25.000     13,000.00
S)
85 CRASH CUSHION, SAND FILLED               EA      4,000.0000     12,000.00         1.000     4,000.00          3.000     12,000.00
S)
86 CONCRETE BARRIER (TYPE 60)               M          80.5000    304,290.00                                 4,282.000    344,701.00
87 CONCRETE BARRIER (TYPE 60A MOD)          M         109.0000     56,549.20                                   519.000     56,571.00
F)
88 CONCRETE BARRIER (TYPE 60C)              M          91.0000    214,760.00                                 2,130.710    193,894.61
89 CONCRETE BARRIER (TYPE 60E)              M         330.0000     59,400.00       -26.000    -8,580.00        225.000     74,250.00
90 CONCRETE BARRIER (TYPE 60EC)             M         350.0000     35,000.00        26.000     9,100.00         26.000      9,100.00
91 CONCRETE BARRIER (TYPE 60S)              M          90.0000      9,000.00                                    83.950      7,555.50
92 CONCRETE BARRIER (TYPE 60SW)             M         275.0000    783,750.00                                 2,844.500    782,237.50
93 CONCRETE BARRIER (TYPE 60SA MOD)         M         102.0000     38,607.00                                   378.500     38,607.00
F)
94 CONCRETE BARRIER (TYPE 60SC)             M          93.0000      4,743.00                                    51.170      4,758.81
95 CONCRETE BARRIER (TYPE 60SE)             M         325.0000     39,000.00                                   121.000     39,325.00
96 CONCRETE BARRIER (TYPE 60SEC)            M         330.0000     26,400.00                                    40.000     13,200.00
97 THERMOPLASTIC PAVEMENT MARKING           M2         26.0000     16,380.00        40.150     1,043.90      1,387.800     36,082.80
S)
98 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           0.8500     95,200.00    47,815.000    40,642.75    122,898.100    104,463.39
S)
99 200 MM THERMOPLASTIC TRAFFIC STRIPE      M           1.7000      9,979.00     3,169.000     5,387.30      4,931.000      8,382.70
S)
00 200 MM THERMOPLASTIC TRAFFIC STRIPE      M           1.1000      6,347.00                                 3,171.000      3,488.10
S) (BROKEN 3.66 M - 0.92 M)
01 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           0.5500     36,795.00     7,997.000     4,398.35     77,273.760     42,500.57
S) (BROKEN 10.98 M - 3.66 M)
02 200 MM THERMOPLASTIC TRAFFIC STRIPE      M           1.1000      2,288.00     3,200.000     3,520.00      5,957.600      6,553.36
S) (BROKEN 11.00 M - 3.50 M)
03 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           0.5500      1,105.50       910.000       500.50      1,121.000        616.55
S) (BROKEN 5.18 M - 2.14 M)
PROGRAM CAS145                                                                                                               PAGE  5
DATE 08/04/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-181604
TIME 03:07 PM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/01/02                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 07/15/05
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  08/04/05
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
04 PAINT TRAFFIC STRIPE (2-COAT)            M           0.5000     38,850.00                               151,292.680     75,646.34
S)
05 PAINT PAVEMENT MARKING (2-COAT)          M2         20.0000        580.00                                    42.900        858.00
S)
06 PAVEMENT MARKER (NON-REFLECTIVE)         EA          0.9000     16,470.00     1,632.000     1,468.80     28,827.000     25,944.30
S)
07 PAVEMENT MARKER (RETROREFLECTIVE)        EA          2.5000     83,000.00     4,347.000    10,867.50     28,253.000     70,632.50
S)
08 INDUCTIVE LOOP DETECTOR                  LS    170,000.0000    170,000.00         0.350    59,500.00          1.000    170,000.00
S)
09 MODIFY LIGHTING AND SIGN ILLUMINATION    LS    130,000.0000    130,000.00                                     1.000    130,000.00
S)
PROGRAM CAS145                                                                                                               PAGE  6
DATE 08/04/05                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-181604
TIME 03:07 PM                                                                                                        ESTIMATE NO. 37
BID OPENING 08/01/02                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 07/15/05
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  08/04/05
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              158,928.28               15,478,445.63
         ADJUSTMENT OF COMPENSATION                                                                 0.00                   59,065.34
         EXTRA WORK                                                                            15,108.58                1,078,593.38
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               174,036.86               16,616,104.35
10 MOBILIZATION                             LS   1780,000.0000  1,780,000.00                                     1.000  1,780,000.00
         ORIGINAL CONTRACT AMOUNT                              17,884,421.02
    TOTAL WORK COMPLETED                                                                      174,036.86               18,396,104.35
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                           -20,000.00                  -20,000.00
    TOTAL                                                                                     154,036.86               18,376,104.35
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                              N O N E
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
  09/12/02     500   09/26/02  00/00/00  07/15/05       586        198            0           0            100%           100%
                                                                                  JAHROMI, REZA
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 08/04/05