PROGRAM CAS145   S C H E D U L E   O F   E X T R A   W O R K    PAGE NO.  1
     DATE 06/18/04                                                    EST. NO.38
     TIME 08:03 AM
     R.E. NAME: NAAS, ABDALLA                                          05-0161U4
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
     011 0003         445.32 E.W. @ F.A.(+) 041504 N 1466 0
         0004         633.99                032904 N 1453 0
         0005       1,575.81                032904 N 141455
         0006       1,746.26                033004 N 1454 0
     016 0048          73.57 E.W. @ F.A.(+) 041504 N 1464 0
         0049       1,920.29                041504 N 1467 0
         0050         410.20                041304 N 1462 0
         0051         211.82                041304 N 1461 0
         0052         211.82                041404 N 1460 0
         0053         488.21                041404 N 1494 0
         0054         124.37                041604 N 1495 0
         0055       1,962.49                041604 N 1468 0
     017 0227       1,853.03 E.W. @ F.A.(+) 111003 N 1440 0
         0228       1,300.06                111103 N 1441 0
         0229          97.75                111203 N 1442 0
                   13,054.99  TOTAL THIS ESTIMATE
                  883,315.15  TOTAL PREVIOUS ESTIMATE
                  896,370.14  TOTAL TO DATE
     PROGRAM CAS145   S C H E D U L E   O F   D E D U C T I O N S    PAGE NO.  1
     DATE 06/18/04                                                    EST. NO.38
     TIME 08:03 AM
     R.E. NAME: NAAS, ABDALLA                                          05-0161U4
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     DEDUCTION CCO PNDG.         -6,345.38   05
     QCQA MIX DESIGN TEST        -3,000.00   10
     SWAPP NONCOMPLIANCE        -92,242.92   10
     SWPPP NON COMPLIANCE        70,242.92   11
     REL SWPPP PENALTY           25,000.00   12
     10% DEDUCTION SWPPP        -40,000.00   15
     REL SWPPP DEDCTN 10%        40,000.00   16
     SURVEY RESTAKING              -600.00   19
     25% RETENTION FORCPM       -29,526.67   19
     25%RETENTION SWPPPNC       -22,145.00   19
     REL CPM RETENTION           29,526.67   20
     RELEASE SWPPP NC            22,145.00   20
     ADJUST #67 QCQA             -9,277.57   27
     SWPPP NON-COMPLIANCE       -39,523.85   28
      SWPPP IN COMPLIANCE        39,523.85   29
     ITEM #67 A/C                -9,925.52   30
     ITEM #67-$6.91/TONNE       -28,684.10   31
                                                            0.00      -54,832.57
                              TOTAL DEDUCTIONS              0.00      -54,832.57
PROGRAM CAS145                                                                                                               PAGE  1
DATE 06/18/04                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161U4
TIME 08:03 AM                                                                                                        ESTIMATE NO. 38
BID OPENING 08/07/01                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/04
R.E. NAME:  NAAS, ABDALLA                                                                            DATE OF THIS ESTIMATE  06/18/04
        LOCATION                                        PROGRESS ESTIMATE
05-MON-101-95.0/95.8                                    -----------------
                                R M HARRIS COMPANY INC                                    IN MONTEREY COUNTY NEAR PRUNEDALE
                                1000 HOWE ROAD                                            AT ROUTE 101 FROM 0.1 KM SOUTH TO
                                MARTINEZ CA 94553                                         0.4 KM NORTH OF ROUTE 156/101 SEP
                                                                                          AND ON ROUTE 156 FROM MCGUFFIE ROAD
                                                                                          TO ROUTE 156/101 SEPARATION
FED. AID NO. ACNH-X053(20)E
                                                                                          MODIFY INTERCHANGE AND RAMPS
------------------------------------------------------------------------------------------------------------------------------------
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     15,000.0000     15,000.00                                     0.750     11,250.00
02 TIME-RELATED OVERHEAD                    WDAY      900.0000    360,000.00                                   400.000    360,000.00
03 TEMPORARY FENCE (TYPE ESA)               M          20.0000      8,000.00                                   308.360      6,167.20
S)
04 450 MM TEMPORARY CULVERT                 M         120.0000      4,560.00                                    38.000      4,560.00
05 TEMPORARY DRAINAGE INLET                 EA        450.0000        900.00                                     2.000        900.00
06 200 MM TEMPORARY ENTRANCE TAPER          EA         80.0000        480.00                                     4.000        320.00
07 200 MM TEMPORARY ANCHOR ASSEMBLY         EA         50.0000      1,400.00                                    33.000      1,650.00
08 200 MM TEMPORARY PIPE DOWNDRAIN          M          30.0000      2,610.00                                    89.020      2,670.60
09 450 MM TEMPORARY PIPE DOWNDRAIN          M          80.0000      2,640.00                                    31.560      2,524.80
10 450 MM TEMPORARY ANCHOR ASSEMBLY         EA         80.0000        880.00                                    11.000        880.00
11 PREPARE STORM WATER POLLUTION            LS      8,000.0000      8,000.00                                     0.750      6,000.00
   PREVENTION PLAN
12 WATER POLLUTION CONTROL                  LS     50,000.0000     50,000.00         0.050     2,500.00          1.000     50,000.00
13 CONSTRUCTION AREA SIGNS                  LS     13,000.0000     13,000.00                                     0.950     12,350.00
S)
14 TRAFFIC CONTROL SYSTEM                   LS    110,000.0000    110,000.00         0.050     5,500.00          1.000    110,000.00
S)
15 TYPE III BARRICADE                       EA         90.0000      3,600.00                                    15.000      1,350.00
S)
16 TEMPORARY TRAFFIC STRIPE (TAPE)          M           9.0000     63,990.00                                 5,102.000     45,918.00
S)
17 TEMPORARY PAVEMENT MARKING (TAPE)        M2        100.0000      2,300.00                                    55.890      5,589.00
S)
18 CHANNELIZER (SURFACE MOUNTED)            EA         60.0000     12,600.00                                   130.000      7,800.00
S)
19 CHANNELIZER (SURFACE MOUNTED)            EA         80.0000      1,440.00                                     0.000          0.00
S) (LEFT IN PLACE)
20 TEMPORARY PAVEMENT MARKER                EA          5.0000      3,600.00                                   520.000      2,600.00
S)
21 TEMPORARY METAL BEAM GUARD RAILING       M          50.0000        800.00                                    30.480      1,524.00
S)
22 TEMPORARY TERMINAL SECTION (TYPE B)      EA         50.0000         50.00                                     1.000         50.00
S)
PROGRAM CAS145                                                                                                               PAGE  2
DATE 06/18/04                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161U4
TIME 08:03 AM                                                                                                        ESTIMATE NO. 38
BID OPENING 08/07/01                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/04
R.E. NAME:  NAAS, ABDALLA                                                                            DATE OF THIS ESTIMATE  06/18/04
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
23 TEMPORARY END SECTION                    EA         50.0000         50.00                                     0.000          0.00
S)
24 TEMPORARY TERMINAL SYSTEM                EA      1,300.0000      2,600.00                                     1.000      1,300.00
S) (TYPE SRT)
25 PORTABLE CHANGEABLE MESSAGE SIGN         LS     18,000.0000     18,000.00         0.100     1,800.00          1.000     18,000.00
S)
26 TEMPORARY RAILING (TYPE K)               M          60.0000    109,800.00                                 1,672.920    100,375.20
27 TEMPORARY CRASH CUSHION MODULE           EA        250.0000     37,500.00                                   111.000     27,750.00
S)
28 REMOVE PAINTED TRAFFIC STRIPE            M           5.0000     15,900.00        86.930       434.65      1,569.860      7,849.30
S)
29 REMOVE PAINTED PAVEMENT MARKING          M2         40.0000        320.00         3.790       151.60         12.880        515.20
S)
30 REMOVE PAVEMENT MARKER                   EA          1.0000      2,000.00                                   445.000        445.00
S)
31 REMOVE ROADSIDE SIGN                     EA        150.0000      6,300.00                                     8.000      1,200.00
32 REMOVE ASPHALT CONCRETE DIKE             M          27.0000      1,404.00                                    25.000        675.00
33 REMOVE PIPE                              M         350.0000     49,000.00        14.230     4,980.50        127.530     44,635.50
34 REMOVE HEADWALL                          EA      2,600.0000      5,200.00                                     3.000      7,800.00
35 RECONSTRUCT METAL BEAM GUARD RAILING     M          50.0000      1,500.00                                     0.000          0.00
S)
36 RELOCATE ROADSIDE SIGN                   EA        250.0000      1,000.00                                     1.000        250.00
37 ADJUST INLET                             EA        600.0000      1,200.00                                     0.000          0.00
38 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          9.0000     14,580.00                                 2,040.000     18,360.00
S)
39 REMOVE CONCRETE                          M3        140.0000      2,380.00                                     4.300        602.00
40 CAP INLET                                EA        600.0000        600.00                                     0.000          0.00
41 CLEARING AND GRUBBING                    LS     45,000.0000     45,000.00                                     1.000     45,000.00
42 ROADWAY EXCAVATION                       M3          9.0000    367,200.00                                36,468.000    328,212.00
43 SHOULDER BACKING                         STA     2,000.0000      8,000.00         4.000     8,000.00          4.000      8,000.00
44 STRUCTURE EXCAVATION (BRIDGE)            M3         50.0000     88,000.00                                 1,760.000     88,000.00
F)
45 STRUCTURE EXCAVATION (RETAINING WALL)    M3         50.0000     68,500.00                                 1,370.000     68,500.00
F)
46 STRUCTURE BACKFILL (BRIDGE)              M3         85.0000     90,865.00                                 1,069.000     90,865.00
F)
47 STRUCTURE BACKFILL (RETAINING WALL)      M3         80.0000     83,200.00                                 1,040.000     83,200.00
F)
48 PERVIOUS BACKFILL MATERIAL               M3        100.0000      7,600.00                                    76.000      7,600.00
F)
49 PERVIOUS BACKFILL MATERIAL (RETAINING    M3        100.0000      9,500.00                                    95.000      9,500.00
F) WALL)
PROGRAM CAS145                                                                                                               PAGE  3
DATE 06/18/04                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161U4
TIME 08:03 AM                                                                                                        ESTIMATE NO. 38
BID OPENING 08/07/01                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/04
R.E. NAME:  NAAS, ABDALLA                                                                            DATE OF THIS ESTIMATE  06/18/04
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
50 EARTH RETAINING STRUCTURE                M2        900.0000    173,700.00                                   193.000    173,700.00
F)
51 IMPORTED BORROW                          M3          8.2500    218,625.00                                34,901.000    287,933.25
52 HIGHWAY PLANTING                         LS     65,000.0000     65,000.00                                     0.000          0.00
S)
53 EROSION CONTROL (BLANKET) (TYPE 1)       M2          2.7000      5,400.00                                 5,750.000     15,525.00
S)
54 EROSION CONTROL (BLANKET) (TYPE 2)       M2         15.0000      3,000.00                                     0.000          0.00
S)
55 STRAW (EROSION CONTROL)                  TONN      600.0000      6,600.00                                     4.970      2,982.00
S)
56 FIBER (EROSION CONTROL)                  KG          0.7000      4,200.00                                 3,460.000      2,422.00
S)
57 MOVE IN OR MOVE OUT (EROSION CONTROL)    EA        700.0000      2,100.00                                     3.000      2,100.00
S)
58 PURE LIVE SEED (EROSION CONTROL)         KG         90.0000     13,500.00                                   158.720     14,284.80
S)
59 COMMERCIAL FERTILIZER (EROSION CONTROL)  KG          6.0000      2,700.00                                   884.000      5,304.00
S)
60 STABILIZING EMULSION (EROSION CONTROL)   KG          4.0000      2,400.00                                   379.000      1,516.00
S)
61 PLANT ESTABLISHMENT WORK                 LS     20,000.0000     20,000.00                                     0.000          0.00
S)
62 IRRIGATION SYSTEM                        LS     62,000.0000     62,000.00                                     0.000          0.00
S)
63 250 MM CORRUGATED HIGH DENSITY           M         200.0000     36,000.00                                   223.800     44,760.00
S) POLYETHYLENE PIPE CONDUIT
64 300 MM WELDED STEEL PIPE CONDUIT         M         450.0000     16,650.00                                     0.000          0.00
S) (6.35 MM THICK)
65 FINISHING ROADWAY                        LS     11,000.0000     11,000.00         0.100     1,100.00          0.100      1,100.00
66 CLASS 2 AGGREGATE BASE                   M3         45.0000    279,000.00                                 7,050.000    317,250.00
67 ASPHALT CONCRETE                         TONN       69.0000    869,400.00                                11,423.860    788,246.34
68 PLACE ASPHALT CONCRETE (MISCELLANEOUS    M2         20.0000      2,600.00                                     8.000        160.00
   AREA)
69 PLACE ASPHALT CONCRETE DIKE (TYPE A)     M           6.0000      3,000.00       117.000       702.00        520.000      3,120.00
70 PLACE ASPHALT CONCRETE DIKE (TYPE C)     M           6.0000        780.00                                    81.000        486.00
71 PLACE ASPHALT CONCRETE DIKE (TYPE E)     M           7.0000     10,290.00       429.000     3,003.00      1,447.000     10,129.00
72 PLACE ASPHALT CONCRETE DIKE (TYPE F)     M           6.0000        504.00        60.000       360.00        239.000      1,434.00
73 ASPHALTIC EMULSION (PAINT BINDER)        TONN    1,000.0000     13,000.00                                     3.670      3,670.00
74 FURNISH PILING (CLASS 900)               M          62.0000     24,614.00                                   397.000     24,614.00
75 DRIVE PILE (CLASS 900)                   EA        600.0000     15,600.00                                    26.000     15,600.00
S)
76 FURNISH PILING (CLASS 625)               M          68.0000    106,012.00                                 1,538.250    104,601.00
PROGRAM CAS145                                                                                                               PAGE  4
DATE 06/18/04                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161U4
TIME 08:03 AM                                                                                                        ESTIMATE NO. 38
BID OPENING 08/07/01                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/04
R.E. NAME:  NAAS, ABDALLA                                                                            DATE OF THIS ESTIMATE  06/18/04
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
77 DRIVE PILE (CLASS 625)                   EA        650.0000     86,450.00                                   133.000     86,450.00
S)
78 PRESTRESSING CAST-IN-PLACE CONCRETE      LS     38,000.0000     38,000.00                                     1.000     38,000.00
S)
79 STRUCTURAL CONCRETE, BRIDGE FOOTING      M3        500.0000     94,000.00                                   188.000     94,000.00
F)
80 STRUCTURAL CONCRETE, BRIDGE              M3        575.0000    543,375.00                                   945.000    543,375.00
F)
81 STRUCTURAL CONCRETE, RETAINING WALL      M3        460.0000    220,800.00                                   480.000    220,800.00
F)
82 STRUCTURAL CONCRETE, APPROACH SLAB       M3        800.0000     20,000.00         1.000       800.00         24.000     19,200.00
F) (TYPE EQ)
83 STRUCTURAL CONCRETE, APPROACH SLAB       M3        700.0000     65,800.00                                    94.000     65,800.00
F) (TYPE N)
84 CLASS 2 CONCRETE                         M3        750.0000    507,750.00        87.300    65,475.00        493.500    370,125.00
F)
85 CLASS 1 CONCRETE (BOX CULVERT)           M3      3,500.0000     10,500.00                                     3.000     10,500.00
F)
86 MINOR CONCRETE (MINOR STRUCTURE)         M3      1,500.0000      9,000.00         0.080       120.00          6.390      9,585.00
F)
87 MINOR CONCRETE (INVERT PAVING)           M3        500.0000      5,500.00                                     5.500      2,750.00
F)
88 ARCHITECTURAL TREATMENT                  M2         80.0000     53,760.00                                   672.000     53,760.00
F)
89 JOINT SEAL (MR 15 MM)                    M         130.0000      4,680.00                                     0.000          0.00
S)
90 JOINT SEAL (MR 50 MM)                    M         220.0000      7,700.00        32.000     7,040.00         32.000      7,040.00
S)
91 BAR REINFORCING STEEL                    KG          1.3000     95,305.60     4,340.000     5,642.00     47,700.000     62,010.00
SF)
92 BAR REINFORCING STEEL (BRIDGE)           KG          1.4000    175,532.00                               125,380.000    175,532.00
SF)
93 BAR REINFORCING STEEL (RETAINING WALL)   KG          1.6000     78,304.00                                48,940.000     78,304.00
SF)
94 BAR REINFORCING STEEL (BOX CULVERT)      KG          5.0000      1,250.00                                   250.000      1,250.00
SF)
95 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED   KG          9.0000      9,603.00                                 1,067.000      9,603.00
F) WITH WALKWAY)
96 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED   KG          4.0000      4,268.00                                 1,067.000      4,268.00
SF)WITH WALKWAY)
97 FURNISH SIGN STRUCTURE (TUBULAR)         KG          8.0000     28,080.00                                     0.000          0.00
F)
98 INSTALL SIGN STRUCTURE (TUBULAR)         KG          1.5000      5,265.00                                     0.000          0.00
SF)
99 1070 MM CAST-IN-DRILLED-HOLE             M       3,200.0000     41,600.00                                     0.000          0.00
S) CONCRETE PILE (SIGN FOUNDATION)
00 ROADSIDE SIGN - ONE POST                 EA        225.0000     10,350.00                                    46.000     10,350.00
01 ROADSIDE SIGN - TWO POST                 EA        650.0000      8,450.00                                    11.000      7,150.00
02 INSTALL SIGN (STRAP AND SADDLE BRACKET   EA        100.0000        100.00                                     0.000          0.00
   METHOD)
03 INSTALL ROADSIDE SIGN                    EA      1,300.0000      3,900.00                                     3.000      3,900.00
   (LAMINATED WOOD BOX POST)
PROGRAM CAS145                                                                                                               PAGE  5
DATE 06/18/04                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161U4
TIME 08:03 AM                                                                                                        ESTIMATE NO. 38
BID OPENING 08/07/01                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/04
R.E. NAME:  NAAS, ABDALLA                                                                            DATE OF THIS ESTIMATE  06/18/04
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
04 450 MM ALTERNATIVE PIPE CULVERT          M         420.0000     23,100.00                                    69.900     29,358.00
05 600 MM ALTERNATIVE PIPE CULVERT          M         450.0000     49,500.00                                   136.140     61,263.00
06 300 MM CORRUGATED STEEL PIPE             M         400.0000      4,000.00         4.200     1,680.00         14.870      5,948.00
   (1.63 MM THICK)
07 450 MM CORRUGATED STEEL PIPE             M         400.0000      4,000.00                                     5.800      2,320.00
   (1.63 MM THICK)
08 600 MM CORRUGATED STEEL PIPE             M         450.0000        900.00         2.000       900.00          2.000        900.00
   (1.63 MM THICK)
09 900 MM CORRUGATED STEEL PIPE             M         700.0000      4,200.00                                     3.200      2,240.00
   (1.63 MM THICK)
10 200 MM ENTRANCE TAPER                    EA        250.0000      2,500.00                                     6.000      1,500.00
11 200 MM ANCHOR ASSEMBLY                   EA        200.0000      9,800.00                                    28.000      5,600.00
12 200 MM ALTERNATIVE PIPE DOWNDRAIN        M         120.0000     18,000.00                                    51.500      6,180.00
13 300 MM ALTERNATIVE FLARED END SECTION    EA        900.0000        900.00                                     1.000        900.00
14 450 MM ALTERNATIVE FLARED END SECTION    EA        500.0000      1,000.00         1.000       500.00          2.000      1,000.00
15 600 MM ALTERNATIVE FLARED END SECTION    EA        400.0000      2,400.00                                     6.000      2,400.00
16 900 MM PRECAST CONCRETE PIPE INLET       M         150.0000        450.00                                     1.500        225.00
17 MANHOLE                                  EA      5,200.0000      5,200.00                                     1.000      5,200.00
18 SLOPE PAVING (CONCRETE)                  M3        750.0000     66,000.00         3.000     2,250.00        102.000     76,500.00
F)
19 MINOR CONCRETE (MISCELLANEOUS            M3        400.0000      7,200.00                                    50.000     20,000.00
   CONSTRUCTION)
20 MINOR CONCRETE (GUTTER)                  M          70.0000      4,900.00                                    70.000      4,900.00
F)
21 MISCELLANEOUS IRON AND STEEL             KG          2.5000      2,385.00       109.000       272.50        954.000      2,385.00
F)
22 MISCELLANEOUS METAL (BRIDGE)             KG         20.0000      6,000.00                                   300.000      6,000.00
F)
23 FENCE (TYPE BW, WOOD POST)               M         100.0000        440.00                                     0.000          0.00
S)
24 SURVEY MONUMENT (TYPE A)                 EA        600.0000      3,600.00                                     0.000          0.00
25 DELINEATOR (CLASS 1)                     EA         30.0000      1,350.00                                     0.000          0.00
26 OBJECT MARKER (TYPE R)                   EA        100.0000        100.00                                     0.000          0.00
27 METAL BEAM GUARD RAILING (WOOD POST)     M         200.0000     24,000.00                                   104.000     20,800.00
S)
28 CONCRETE BARRIER (TYPE 27 MODIFIED)      M         220.0000     85,800.00         2.500       550.00        387.500     85,250.00
F)
29 CABLE RAILING                            M         120.0000      5,400.00                                    45.000      5,400.00
SF)
30 TERMINAL SECTION (TYPE B)                EA        100.0000        700.00                                     6.000        600.00
S)
PROGRAM CAS145                                                                                                               PAGE  6
DATE 06/18/04                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161U4
TIME 08:03 AM                                                                                                        ESTIMATE NO. 38
BID OPENING 08/07/01                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/04
R.E. NAME:  NAAS, ABDALLA                                                                            DATE OF THIS ESTIMATE  06/18/04
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
31 END SECTION                              EA        100.0000        300.00                                     3.000        300.00
S)
32 TERMINAL SYSTEM (TYPE SRT)               EA      2,000.0000     20,000.00                                     7.000     14,000.00
S)
33 CRASH CUSHION (REACT 9CBB)               EA     50,000.0000     50,000.00                                     1.000     50,000.00
S)
34 CRASH CUSHION (REACT 9SCBS)              EA     45,000.0000     45,000.00                                     1.000     45,000.00
S)
35 CONCRETE BARRIER (TYPE 60)               M         300.0000      3,600.00                                    11.340      3,402.00
36 CONCRETE BARRIER (TYPE 60D)              M         150.0000     24,300.00                                   155.300     23,295.00
F)
37 THERMOPLASTIC PAVEMENT MARKING           M2         44.0000     10,120.00       168.970     7,434.68        380.610     16,746.84
S)
38 THERMOPLASTIC TRAFFIC STRIPE             M           2.0000     15,000.00     3,566.000     7,132.00      8,675.000     17,350.00
S) (SPRAYABLE)
39 PAVEMENT MARKER (NON-REFLECTIVE)         EA          2.0000        860.00                                     0.000          0.00
S)
40 PAVEMENT MARKER (RETROREFLECTIVE)        EA          6.0000      4,380.00       214.000     1,284.00        529.000      3,174.00
S)
41 LIGHTING                                 LS    160,000.0000    160,000.00         0.153    24,480.00          0.950    152,000.00
S)
42 MODIFY SIGNAL AND LIGHTING               LS    180,000.0000    180,000.00                                     0.945    170,100.00
S)
PROGRAM CAS145                                                                                                               PAGE  7
DATE 06/18/04                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-0161U4
TIME 08:03 AM                                                                                                        ESTIMATE NO. 38
BID OPENING 08/07/01                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/04
R.E. NAME:  NAAS, ABDALLA                                                                            DATE OF THIS ESTIMATE  06/18/04
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              154,091.93                6,129,664.03
         ADJUSTMENT OF COMPENSATION                                                                 0.00                    1,130.88
         EXTRA WORK                                                                            13,054.99                  895,239.26
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               167,146.92                7,026,034.17
43 MOBILIZATION                             LS    720,000.0000    720,000.00                                     1.000    720,000.00
         ORIGINAL CONTRACT AMOUNT                               7,367,431.60
    TOTAL WORK COMPLETED                                                                      167,146.92                7,746,034.17
         MATERIALS ON HAND ON SITE                                                                                          6,124.23
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                  -54,832.57
    TOTAL                                                                                     167,146.92                7,697,325.83
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                              N O N E
DATE CONTR CONTRACT DATE WORK   BEGIN   EST.  DATE   WORKING   WEATHER NON-   C.C.O.       OTHER        PERCENT     PERCENT TIME
 APPROVED    DAYS    STARTED   CONSTR   COMPLETION    DAYS     WORKING DAYS    DAYS        DAYS        COMPLETED       ELAPSED
  09/10/01     650   02/01/02  12/03/01  07/02/04       422        201            4           1             92%           100%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                                 UNSATIS PROGRESS OVERRIDEN BECAU
                                                                                                         PENDING CCO DAYS
                                                                                  NAAS, ABDALLA
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                      PAGE 15
     DATE 06/18/04