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 08/05/03                                                    EST. NO.30
     TIME 08:29 AM
     R.E. NAME: NJOYA, DAVID                                           07-191004
     ---------------------------------------------------------------------------
     CCO REPORT       REPORT TYPE OF WORK(+) WORK  BR CONTR
     NO. NUMBER       AMOUNT PERFORMED   (-) DATE  WK RPT.NO C O M M E N T S
     ---------------------------------------------------------------------------
     001 0059       1,299.36 E.W. @ F.A.(+) 081202 N 8.0  0
     015 0001       8,560.00 A.C. @ L.S.(+) 060903 N 001  0
     026 0001      36,645.12 A.C. @ L.S.(+) 052003 N 001  0
     029 0001        -248.47 A.C. @ L.S.(-) 061003 N 0001 0
                   46,256.01  TOTAL THIS ESTIMATE
                  475,808.50  TOTAL PREVIOUS ESTIMATE
                  522,064.51  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 08/05/03                                                    EST. NO.30
     TIME 08:29 AM
     R.E. NAME: NJOYA, DAVID                                           07-191004
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     EQUAL EMPLOYMENT OPPORTUNITY
     SECURITY<VILLEGAS139        -4,506.35   10
     SECURITY<VILLEGAS139         4,506.35   16
     SEC,VILL,FRANK,GOSS1       -10,000.00   24
     SEC,VILL,FRANK,GOSSI        10,000.00   25
                                                            0.00            0.00
     LABOR COMPLIANCE VIOLATION
     FBS,JLS,ALCORN              -3,557.80   09
     FB, JLS, ALCORN              3,557.80   15
     ANCHOR                     -10,000.00   18
     ANCHOR                      10,000.00   19
     FRANK., SCH, AZT.          -10,000.00   19
     SCHRABEL                   -10,000.00   21
     SCHRABEL                    10,000.00   23
     ACACIA LAND                 -1,000.00   25
     FRANK,SCH,AZT.              10,000.00   25
     SECURITY                    -2,000.00   29
                                                            0.00       -3,000.00
     LIQUIDATED DAMAGES
     322 DAYS @900/DAY         -289,800.00   29
     323 DAYS @ $900/DAY           -900.00   30
     46 DAYS PE @$250/DAY       -11,500.00   30
                                                      -12,400.00     -302,200.00
     OVERBID ITEMS
     OVERBID ITEM NO. 025        -1,000.00   03
     OVERBID ITEM NO. 025        -2,000.00   09
     OVERBID ITEM NO. 025        -2,000.00   14
     OVERBID ITEM NO. 025        -1,000.00   16
     OVERBID ITEM NO. 025        -1,500.00   17
     OVERBID ITEM NO. 025        -1,000.00   18
     OVERBID ITEM NO. 025          -500.00   19
     OVERBID ITEM NO. 025          -500.00   21
     OVERBID ITEM NO. 025          -500.00   24
     OVERBID ITEM NO. 025        10,000.00   29
                                                            0.00            0.00
     OTHER OUTSTANDING DOCUMENTS
     DVBE & FHWA-47             -10,000.00   29
                                                            0.00      -10,000.00
                              TOTAL DEDUCTIONS        -12,400.00     -315,200.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 08/05/03                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-191004
TIME 08:29 AM                                                                                                        ESTIMATE NO. 30
BID OPENING 10/12/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 03/03/03
R.E. NAME:  NJOYA, DAVID                                                                             DATE OF THIS ESTIMATE  08/05/03
        LOCATION                                       SEMI-FINAL ESTIMATE
07-LA-405-37.0/39.0                                    -------------------
                                SECURITY PAVING COMPANY, INC                              IN LOS ANGELES COUNTY IN SHERMAN
                                P.O. BOX 1489                                             OAKS FROM 0.1 KM N OF MULHOLLAND
                                SUN VALLEY, CA  91353-1489                                DRIVE OVERCROSSING TO 0.3 KM N OF
                                                                                          SEPULVEDA BOULEVARD UNDERCROSSING
FED. AID NO. ACIM-405 -3(999)153,ACIM-405 -3(999)E
                                                                                          ADD AUXILLIARY LANE
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
01 PROGRESS SCHEDULE (CRITICAL PATH)        LS     17,500.0000     17,500.00                                     1.000     17,500.00
02 TIME-RELATED OVERHEAD                    WDAY      500.0000    125,000.00                                   276.000    138,000.00
03 PREPARE STORM WATER POLLUTION            LS      6,000.0000      6,000.00                                     1.000      6,000.00
   PREVENTION PLAN
04 WATER POLLUTION CONTROL                  LS     35,000.0000     35,000.00                                     1.000     35,000.00
05 CONSTRUCTION AREA SIGNS                  LS     20,000.0000     20,000.00                                     1.000     20,000.00
S)
06 TRAFFIC CONTROL SYSTEM                   LS     75,000.0000     75,000.00                                     1.000     75,000.00
S)
07 TEMPORARY TRAFFIC STRIPE (TAPE)          M           2.5000      7,200.00                                 2,880.000      7,200.00
08 CHANNELIZER (SURFACE MOUNTED)            EA         45.0000      1,755.00                                    39.000      1,755.00
09 TEMPORARY PAVEMENT MARKER                EA          3.2500      3,705.00    -1,692.000    -5,499.00      2,345.000      7,621.25
10 TEMPORARY TERMINAL SECTION (TYPE K)      EA      1,000.0000      1,000.00                                     0.000          0.00
11 TEMPORARY RAILING (TYPE K)               M          49.7000    163,016.00                                 2,854.000    141,843.80
S)
12 TEMPORARY CRASH CUSHION MODULE           EA        210.0000      2,310.00                                    33.000      6,930.00
S)
13 REMOVE TRAFFIC STRIPE                    M           1.2500      9,912.50     4,400.000     5,500.00      7,917.000      9,896.25
14 REMOVE TRAFFIC STRIPE (YELLOW)           M           2.2000      7,766.00                                 3,021.000      6,646.20
15 REMOVE PAVEMENT MARKER                   EA          0.5500      2,700.50                                 4,711.000      2,591.05
16 REMOVE ROADSIDE SIGN (WOOD POST)         EA        325.0000      2,925.00                                    10.000      3,250.00
17 REMOVE SIGN STRUCTURE                    EA      6,000.0000      6,000.00                                     1.000      6,000.00
18 REMOVE PIPE                              M         125.0000      5,000.00                                    40.800      5,100.00
19 REMOVE 200 MM PERFORATED STEEL PIPE      M          15.0000     36,150.00                                 2,463.800     36,957.00
20 REMOVE INLET                             EA        900.0000     16,200.00                                    18.000     16,200.00
21 SALVAGE METAL HANDRAIL                   M          27.0000      2,538.00                                    94.000      2,538.00
22 SALVAGE METAL BEAM GUARD RAILING         M          18.0000      2,520.00                                   141.000      2,538.00
S)
PROGRAM CAS145                                                                                                               PAGE  2
DATE 08/05/03                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-191004
TIME 08:29 AM                                                                                                        ESTIMATE NO. 30
BID OPENING 10/12/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 03/03/03
R.E. NAME:  NJOYA, DAVID                                                                             DATE OF THIS ESTIMATE  08/05/03
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
23 REMOVE CONCRETE                          M3         85.0000      4,590.00                                   192.370     16,351.45
24 BRIDGE REMOVAL (PORTION)                 LS      7,500.0000      7,500.00                                     1.000      7,500.00
25 CLEARING AND GRUBBING                    LS     20,000.0000     20,000.00                                     1.000     20,000.00
26 ROADWAY EXCAVATION (AERIALLY             M3        128.5000    633,505.00                                 4,930.000    633,505.00
   DEPOSITED LEAD)
27 ROADWAY EXCAVATION                       M3         24.0000    125,520.00                                 4,986.040    119,664.96
28 STRUCTURE EXCAVATION (BRIDGE)            M3         50.0000     21,250.00                                   285.000     14,250.00
29 STRUCTURE EXCAVATION (RETAINING WALL)    M3         46.0000     31,326.00                                   271.000     12,466.00
30 STRUCTURE EXCAVATION (SOIL NAIL WALL)    M3        173.0000     21,452.00                                   130.000     22,490.00
31 STRUCTURE BACKFILL (BRIDGE)              M3         56.0000     40,880.00                                   544.000     30,464.00
32 STRUCTURE BACKFILL (RETAINING WALL)      M3         67.0000     29,882.00                                   150.000     10,050.00
33 STRUCTURE BACKFILL (SOIL NAIL WALL)      M3        125.0000      2,250.00                                    19.000      2,375.00
34 SOIL NAIL ASSEMBLY                       M          62.0000    167,524.00                                 3,049.000    189,038.00
S)
35 HIGHWAY PLANTING                         LS     34,000.0000     34,000.00                                     1.000     34,000.00
S)
36 FIBER (EROSION CONTROL)                  KG          2.7500      1,705.00                                   620.000      1,705.00
S)
37 MECHANICALLY BONDED FIBER MATRIX         KG          5.1000     24,276.00                                 4,760.000     24,276.00
S)
38 COMPOST (EROSION CONTROL)                KG          1.1000      2,244.00                                 2,040.000      2,244.00
S)
39 PURE LIVE SEED (EROSION CONTROL)         KG         90.0000      5,850.00                                    65.000      5,850.00
S)
40 PLANT ESTABLISHMENT WORK                 LS     13,500.0000     13,500.00                                     1.000     13,500.00
S)
41 IRRIGATION SYSTEM                        LS     15,000.0000     15,000.00                                     1.000     15,000.00
S)
42 EXTEND 200 MM CONDUIT                    M         485.0000      9,700.00                                     4.800      2,328.00
S)
43 CLASS 3 AGGREGATE BASE                   M3         18.8000     63,168.00                                 3,360.000     63,168.00
44 LEAN CONCRETE BASE                       M3         97.0000    227,950.00                                 2,350.000    227,950.00
45 ASPHALT CONCRETE (TYPE B)                TONN       38.0000      6,080.00                                   160.000      6,080.00
46 PLACE ASPHALT CONCRETE DIKE (TYPE A)     M           3.7500      7,012.50                                 1,870.000      7,012.50
47 PLACE ASPHALT CONCRETE DIKE (TYPE C)     M           3.7500        120.00                                    30.000        112.50
48 PLACE ASPHALT CONCRETE DIKE (TYPE F)     M           3.7500         75.00                                    20.000         75.00
49 CONCRETE PAVEMENT                        M3        110.0000    430,100.00                                 4,009.640    441,060.40
PROGRAM CAS145                                                                                                               PAGE  3
DATE 08/05/03                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-191004
TIME 08:29 AM                                                                                                        ESTIMATE NO. 30
BID OPENING 10/12/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 03/03/03
R.E. NAME:  NJOYA, DAVID                                                                             DATE OF THIS ESTIMATE  08/05/03
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
50 CONCRETE PAVEMENT (FAST SETTING          M3        928.0000    139,200.00                                     0.000          0.00
   HYDRAULIC CEMENT CONCRETE)
51 PROFILE GRINDING                         M           6.0000     18,120.00                                 2,617.000     15,702.00
52 406 MM CAST-IN-DRILLED-HOLE CONCRETE     M         170.0000     56,100.00                                   426.000     72,420.00
S) PILING (SOUND WALL)
53 STRUCTURAL CONCRETE, BRIDGE FOOTING      M3        305.0000     42,090.00                                   136.100     41,510.50
54 STRUCTURAL CONCRETE, BRIDGE              M3        685.0000    178,785.00                                   353.000    241,805.00
55 STRUCTURAL CONCRETE, RETAINING WALL      M3        445.0000    101,905.00                                   122.000     54,290.00
56 STRUCTURAL CONCRETE, SOIL NAIL WALL      M3        675.0000    114,075.00                                   172.590    116,498.25
57 STRUCTURAL CONCRETE, APPROACH SLAB       M3        750.0000      8,250.00       -20.000   -15,000.00         21.700     16,275.00
   (TYPE N)
58 MINOR CONCRETE (MINOR STRUCTURE)         M3      1,700.0000     78,200.00                                    47.430     80,631.00
59 ARCHITECTURAL TREATMENT                  M2         65.0000     13,585.00                                   212.370     13,804.05
60 DRILL AND BOND DOWEL                     M          50.0000      7,200.00                                    68.550      3,427.50
61 FURNISH PRECAST PRESTRESSED CONCRETE     EA     13,500.0000     54,000.00                                     4.000     54,000.00
S) GIRDER (25 M - 30 M)
62 ERECT PRECAST CONCRETE GIRDER            EA      2,200.0000      8,800.00                                     4.000      8,800.00
S)
63 SOUND WALL (BARRIER) (MASONRY BLOCK)     M2        137.0000     96,585.00                                   643.000     88,091.00
S)
64 JOINT SEAL (MR 15 MM)                    M         150.0000      1,800.00                                    12.000      1,800.00
S)
65 BAR REINFORCING STEEL (BRIDGE)           KG          1.4000     77,560.00                                51,795.000     72,513.00
S)
66 BAR REINFORCING STEEL (RETAINING WALL)   KG          1.4000     18,396.00                                 5,080.000      7,112.00
S)
67 BAR REINFORCING STEEL, SOIL NAIL WALL    KG          1.4000     24,066.00                                17,945.000     25,123.00
S)
68 SHOTCRETE                                M3        400.0000     33,600.00                                    83.300     33,320.00
69 FURNISH SIGN STRUCTURE (TRUSS)           KG          4.8500    116,885.00                                24,375.000    118,218.75
S)
70 INSTALL SIGN STRUCTURE (TRUSS)           KG          0.4500     10,845.00                                24,375.000     10,968.75
S)
71 920 MM CAST-IN-DRILLED-HOLE              M         325.0000      5,850.00                                    17.300      5,622.50
S) CONCRETE PILE (SIGN FOUNDATION)
72 ROADSIDE SIGN - ONE POST                 EA        220.0000        880.00                                     4.000        880.00
73 ROADSIDE SIGN - TWO POST                 EA        890.0000      7,120.00                                     6.000      5,340.00
74 INSTALL BLANK SIGN OVERLAY               M2        200.0000        840.00                                     4.200        840.00
75 450 MM ALTERNATIVE PIPE CULVERT          M         375.0000     21,750.00                                    58.300     21,862.50
76 600 MM ALTERNATIVE PIPE CULVERT          M         315.0000    135,450.00                                   430.000    135,450.00
PROGRAM CAS145                                                                                                               PAGE  4
DATE 08/05/03                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-191004
TIME 08:29 AM                                                                                                        ESTIMATE NO. 30
BID OPENING 10/12/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 03/03/03
R.E. NAME:  NJOYA, DAVID                                                                             DATE OF THIS ESTIMATE  08/05/03
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
77 450 MM REINFORCED CONCRETE PIPE          M         390.0000      2,730.00                                     7.000      2,730.00
78 600 MM REINFORCED CONCRETE PIPE          M         930.0000     13,020.00                                    15.900     14,787.00
79 675 MM REINFORCED CONCRETE PIPE          M         525.0000      3,675.00                                     6.600      3,465.00
80 450 MM CORRUGATED STEEL PIPE             M       1,060.0000      6,360.00                                     6.000      6,360.00
   (2.01 MM THICK)
81 600 MM CORRUGATED STEEL PIPE             M         930.0000      5,580.00                                     6.000      5,580.00
   (2.01 MM THICK)
82 200 MM PERFORATED STEEL PIPE UNDERDRAIN  M         128.0000    304,640.00                                 2,424.160    310,292.48
   (2.01 MM THICK)
83 200 MM NON-PERFORATED STEEL PIPE         M         200.0000     17,400.00                                    87.500     17,500.00
   UNDERDRAIN (2.01 MM THICK)
84 80 MM PLASTIC PIPE (EDGE DRAIN)          M          46.0000     69,460.00                                 1,510.000     69,460.00
85 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET)   M          75.0000      1,950.00                                    26.000      1,950.00
86 900 MM CORRUGATED STEEL PIPE RISER       M         500.0000      7,500.00                                    15.000      7,500.00
   (2.01 MM THICK)
87 MINOR CONCRETE (MISCELLANEOUS            M3        400.0000     16,800.00                                    42.000     16,800.00
   CONSTRUCTION)
88 MINOR CONCRETE (GUTTER)                  M          60.0000     18,300.00                                   318.200     19,092.00
F)
89 MISCELLANEOUS IRON AND STEEL             KG          3.0000     18,120.00                                 6,160.000     18,480.00
S)
90 METAL BEAM GUARD RAILING                 M          82.0000      1,640.00                                    20.000      1,640.00
91 CONCRETE BARRIER (TYPE 25R)              M         260.0000     22,880.00                                    88.000     22,880.00
92 CONCRETE BARRIER (TYPE 27B)              M         320.0000     18,240.00                                    57.000     18,240.00
93 CONCRETE BARRIER (TYPE 27SV)             M         425.0000     39,950.00                                   121.400     51,595.00
94 CABLE RAILING                            M          27.6500      8,433.25                                   318.000      8,792.70
S)
95 TERMINAL SYSTEM (TYPE SRT)               EA      1,900.0000      1,900.00                                     1.000      1,900.00
S)
96 CONCRETE BARRIER (TYPE 60D)              M         145.0000     69,600.00                                   480.000     69,600.00
97 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           0.9000      5,157.00                                 5,761.420      5,185.28
S)
98 200 MM THERMOPLASTIC TRAFFIC STRIPE      M           2.3500        869.50                                   398.370        936.17
S)
99 200 MM THERMOPLASTIC TRAFFIC STRIPE      M           2.3500      5,076.00                                 2,164.380      5,086.29
S) (BROKEN 3.66 M - 0.92 M)
00 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           0.7000      8,400.00                                12,626.690      8,838.68
S) (BROKEN 10.98 M - 3.66 M)
01 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           0.7000        483.00                                   637.100        445.97
S) (BROKEN 5.18 M - 2.14 M)
02 PAINT TRAFFIC STRIPE (2-COAT)            M           0.9200      3,634.00                                 7,095.600      6,527.95
S)
03 PAVEMENT MARKER (NON-REFLECTIVE)         EA          1.6000      6,112.00                                 5,412.000      8,659.20
S)
PROGRAM CAS145                                                                                                               PAGE  5
DATE 08/05/03                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-191004
TIME 08:29 AM                                                                                                        ESTIMATE NO. 30
BID OPENING 10/12/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 03/03/03
R.E. NAME:  NJOYA, DAVID                                                                             DATE OF THIS ESTIMATE  08/05/03
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
04 PAVEMENT MARKER (RETROREFLECTIVE)        EA          3.8000      6,574.00                                 2,382.000      9,051.60
S)
05 FLASHING BEACON AND SIGN ILLUMINATION    LS     87,000.0000     87,000.00                                     1.000     87,000.00
S)
06 INDUCTIVE LOOP DETECTOR AND LIGHTING     LS     30,000.0000     30,000.00                                     1.000     30,000.00
S)
PROGRAM CAS145                                                                                                               PAGE  6
DATE 08/05/03                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-191004
TIME 08:29 AM                                                                                                        ESTIMATE NO. 30
BID OPENING 10/12/00                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 03/03/03
R.E. NAME:  NJOYA, DAVID                                                                             DATE OF THIS ESTIMATE  08/05/03
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              -14,999.00                4,547,762.48
         ADJUSTMENT OF COMPENSATION                                                            44,956.65                  211,470.75
         EXTRA WORK                                                                             1,299.36                  310,593.76
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                                31,257.01                5,069,826.99
07 MOBILIZATION                             LS    470,000.0000    470,000.00                                     1.000    470,000.00
         ORIGINAL CONTRACT AMOUNT                               5,139,078.25
    TOTAL WORK COMPLETED                                                                       31,257.01                5,539,826.99
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                           -12,400.00                 -315,200.00
    TOTAL                                                                                      18,857.01                5,224,626.99
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                                                    MAXIMUM       CONTRACT        OVERBID
                                                     VALUE          PRICE         AMOUNT
025 CLEARING AND GRUBBING                         10,000.00      20,000.00      10,000.00
DATE CONTR CONTRACT DATE WORK   BEGIN    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
  11/15/00     370   12/07/00  01/02/01  03/03/03       399         29           26           3            100%           100%
                                                                                  NJOYA, DAVID
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 08/05/03