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 04/22/11                                                    EST. NO.20
     TIME 06:24 AM
     R.E. NAME: MICHAEL WEBER                                          06-3568U4
     ---------------------------------------------------------------------------
     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 0112         144.39 E.W. @ F.A.(+) 121910 N 0325.1
         0113         135.74                122210 N 0332.1
         0114         550.00                122410 N 0360.0
         0115         550.00                011211 N 0361.0
         0120         490.29                030711 N 0423.0
         0121         113.88                020411 N 0425.0
         0122       1,165.73                032011 N 0427.0
         0123         655.21                032111 N 0428.0
         0124       1,030.35                032211 N 0429.0
         0125         609.79                032411 N 0430.0
     003 0015         600.00 E.W. @ F.A.(+) 032711 N 0431.0
     005 0003      38,192.97 A.C. @ U.P.(+) 030111 N 3    0
     006 0232         412.50 E.W. @ F.A.(+) 050510 N 0129.1
     011 0006       4,114.54 E.W. @ F.A.(+) 121410 N 35   0
     018 0018       3,917.89 E.W. @ F.A.(+) 110110 N 21   0
         0019       3,882.81                110210 N 22   0
     021 0007         102.91 E.W. @ F.A.(+) 031511 N 38   0
     022 0022         184.12 E.W. @ F.A.(+) 030411 N 0421.0
         0023          70.06                110310 N 40   0
         0024         132.78                110510 N 41   0
     033 0005         113.88 E.W. @ F.A.(+) 091710 N 0272.0
     041 0005         339.36 E.W. @ F.A.(+) 111710 N 0278.1
         0006         596.99                030911 N 0424.0
         0007       1,106.57                031411 N 37   0
         0008       6,416.64                031611 N 39   0
         0009       1,471.96                032911 N 0436.0
         0010         804.87                033011 N 0437.0
     042 0003         132.47 E.W. @ F.A.(+) 111710 N 0277.1
         0004         780.54                111810 N 0279.1
                   68,819.24  TOTAL THIS ESTIMATE
                  910,960.52  TOTAL PREVIOUS ESTIMATE
                  979,779.76  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 04/22/11                                                    EST. NO.20
     TIME 06:24 AM
     R.E. NAME: MICHAEL WEBER                                          06-3568U4
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     ADMINISTRATION            -304,100.00   10
     ITM 49 GRADATIONS           -6,700.00   13
     ITM 49 TIE&DOWEL BAR      -173,264.00   13
     ADMINISTRATION             304,100.00   14
     ITEM 49 TIE DOWELBAR        19,932.00   14
     ITEM 47 FR3 REMEDIAT        -5,000.00   15
     ITEM 49 CURE FAILURE        -6,000.00   15
     ITEM 49 CURE FAILURE       -10,000.00   16
      ITEM 49 TIES  DOWEL        17,197.00   17
     ITEM 49 TIE BARS            10,418.00   18
                                                            0.00     -153,417.00
     LABOR COMPLIANCE VIOLATION
     MISS PYRL                   -5,000.00   06
     MISS PYRL                  -10,000.00   16
     RECD PYRL#6                  5,000.00   19
     MISS PYRL                   -1,000.00   20
     RECD PYRL #16               10,000.00   20
                                                        9,000.00       -1,000.00
                              TOTAL DEDUCTIONS          9,000.00     -154,417.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 04/22/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-3568U4
TIME 06:24 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 08/05/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/11
R.E. NAME:  MICHAEL WEBER                                                                            DATE OF THIS ESTIMATE  04/22/11
        LOCATION                                        PROGRESS ESTIMATE
06-KIN-198-R21.5/R28.3                                  -----------------
06-TUL-198-0.0/R3.4             FLATIRON WEST INC.                                        NEAR HANFORD
                                2100 GOODYEAR ROAD                                        FROM 0.8 KM E OF RTE 43 TO
                                BENICIA CA  94510                                         0.6 KM W OF RTE 99 NEAR VISALIA
FED. AID NO. HPLU-6206(15)E
                                                                                          CONVERT A 2 LANE TO A 4 LANE HWY
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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      2,500.0000      2,500.00                                     0.250        625.00
02 SMALL BUSINESS UTILIZATION REPORT        EA        250.0000      2,250.00                                     0.000          0.00
03 TIME-RELATED OVERHEAD                    WDAY    1,500.0000    750,000.00                                   232.000    348,000.00
04 TEMPORARY FENCE (TYPE ESA)               LF          5.0000      1,600.00                                   382.000      1,910.00
05 48" TEMPORARY CULVERT                    LF         95.0000     38,000.00                                   304.000     28,880.00
06 60" TEMPORARY REINFORCED CONCRETE PIPE   LF        270.0000      3,780.00                                     0.000          0.00
   INLET
07 CONSTRUCTION SITE MANAGEMENT             LS     40,000.0000     40,000.00                                     0.444     17,760.00
08 PREPARE STORM WATER POLLUTION            LS      3,000.0000      3,000.00                                     0.516      1,548.00
   PREVENTION PLAN
09 TEMPORARY FIBER ROLL                     LF          3.2000     12,480.00                                 2,186.000      6,995.20
10 TEMPORARY CONCRETE WASHOUT FACILITY      EA      3,000.0000     12,000.00                                     6.000     18,000.00
11 TEMPORARY CONSTRUCTION ENTRANCE          EA      2,500.0000     25,000.00                                    23.000     57,500.00
12 STREET SWEEPING                          LS     80,000.0000     80,000.00                                     0.466     37,280.00
13 CONSTRUCTION AREA SIGNS                  LS     19,000.0000     19,000.00                                     0.650     12,350.00
14 TRAFFIC CONTROL SYSTEM                   LS     90,000.0000     90,000.00                                     0.500     45,000.00
15 TYPE III BARRICADE                       EA         53.0000     49,820.00                                   264.000     13,992.00
16 CHANNELIZER (SURFACE MOUNTED)            EA         30.0000     32,700.00                                   313.000      9,390.00
17 PORTABLE CHANGEABLE MESSAGE SIGN         LS     15,000.0000     15,000.00                                     0.502      7,530.00
18 TEMPORARY RAILING (TYPE K)               LF         10.0000     53,600.00       380.000     3,800.00      3,620.000     36,200.00
19 TEMPORARY CRASH CUSHION MODULE           EA        150.0000     18,000.00                                    28.000      4,200.00
20 REMOVE METAL BEAM GUARD RAILING          LF          7.0000      8,330.00                                     0.000          0.00
21 REMOVE YELLOW THERMOPLASTIC TRAFFIC      LF          0.3500     26,565.00                                13,290.000      4,651.50
   STRIPE
22 REMOVE THERMOPLASTIC TRAFFIC STRIPE      LF          0.3000     24,960.00                                 9,288.000      2,786.40
PROGRAM CAS145                                                                                                               PAGE  2
DATE 04/22/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-3568U4
TIME 06:24 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 08/05/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/11
R.E. NAME:  MICHAEL WEBER                                                                            DATE OF THIS ESTIMATE  04/22/11
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
23 REMOVE THERMOPLASTIC PAVEMENT MARKING    SQFT        2.2000        506.00                                   576.000      1,267.20
24 REMOVE PAVEMENT MARKER                   EA          0.7500      4,230.00                                   553.000        414.75
25 REMOVE ROADSIDE SIGN                     EA         50.0000      1,100.00        37.000     1,850.00         59.000      2,950.00
26 REMOVE SIGN STRUCTURE                    EA      3,000.0000      3,000.00                                     0.000          0.00
27 RESET ROADSIDE SIGN                      EA        200.0000        600.00                                     0.000          0.00
28 RELOCATE ROADSIDE SIGN                   EA        200.0000      2,200.00                                     0.000          0.00
29 REMOVE BOX CULVERT                       CY         50.0000     27,000.00                                    33.960      1,698.00
30 BRIDGE REMOVAL                           LS     30,000.0000     30,000.00                                     0.000          0.00
31 BRIDGE REMOVAL (PORTION)                 LS     30,000.0000     30,000.00                                     0.000          0.00
32 CLEARING AND GRUBBING                    LS     80,000.0000     80,000.00                                     1.000     80,000.00
33 DEVELOP WATER SUPPLY                     LS     50,000.0000     50,000.00                                     0.750     37,500.00
34 ROADWAY EXCAVATION                       CY          4.6000    371,680.00                                37,129.870    170,797.40
35 LEAD COMPLIANCE PLAN                     LS      5,000.0000      5,000.00                                     1.000      5,000.00
36 STRUCTURE EXCAVATION (BRIDGE)            CY         50.0000     30,250.00                                   605.000     30,250.00
F)
37 STRUCTURE BACKFILL (BRIDGE)              CY        125.0000     45,000.00        69.600     8,700.00        301.670     37,708.75
F)
38 IMPORTED BORROW                          CY          5.0000  5,900,000.00    18,945.000    94,725.00    834,039.190  4,170,195.95
39 EROSION CONTROL (TYPE C)                 ACRE    2,370.0000     85,320.00                                     0.000          0.00
40 EROSION CONTROL (DRILL SEED)             ACRE    1,315.0000    131,500.00        12.110    15,924.65         12.110     15,924.65
41 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA        750.0000      6,750.00                                     0.000          0.00
42 12" CORRUGATED HIGH DENSITY              LF         20.0000     80,400.00                                 1,908.800     38,176.00
   POLYETHYLENE PIPE CONDUIT
43 FINISHING ROADWAY                        LS    300,000.0000    300,000.00         0.090    27,000.00          0.150     45,000.00
44 CLASS 1 AGGREGATE SUBBASE                CY         16.0000  1,808,000.00                                58,843.510    941,496.16
45 CLASS 2 AGGREGATE BASE                   CY         24.5000  1,117,200.00                                29,984.210    734,613.15
46 LEAN CONCRETE BASE                       CY         70.0000  4,914,000.00                                36,698.880  2,568,921.60
47 HOT MIX ASPHALT                          TON        70.0000  5,152,000.00                                50,986.720  3,569,070.40
48 TACK COAT                                TON       700.0000    140,000.00         6.740     4,718.00         41.000     28,700.00
49 CONCRETE PAVEMENT                        CY         98.0000 11,760,000.00                                60,072.500  5,887,105.00
PROGRAM CAS145                                                                                                               PAGE  3
DATE 04/22/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-3568U4
TIME 06:24 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 08/05/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/11
R.E. NAME:  MICHAEL WEBER                                                                            DATE OF THIS ESTIMATE  04/22/11
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
50 SHOULDER RUMBLE STRIP                    STA        30.0000     45,000.00       105.240     3,157.20        105.240      3,157.20
   (PPC, GROUND-IN INDENTATIONS)
51 SEAL PAVEMENT JOINT                      LF          3.2500  1,371,500.00                               264,087.650    858,284.86
52 FURNISH PILING (CLASS 90)                LF         45.0000     56,700.00                                 1,288.750     57,993.75
   (ALTERNATIVE "Y")
53 DRIVE PILE (CLASS 90)                    EA      1,700.0000     54,400.00                                    32.000     54,400.00
   (ALTERNATIVE "Y")
54 FURNISH PILING (CLASS 140)               LF         28.0000     80,108.00                                 2,938.990     82,291.72
   (ALTERNATIVE "X")
55 DRIVE PILE (CLASS 140)                   EA      1,700.0000    115,600.00                                    68.000    115,600.00
   (ALTERNATIVE "X")
56 FURNISH PILING (CLASS 140)               LF         45.0000    116,100.00                                 2,591.190    116,603.55
   (ALTERNATIVE "Y" MOD)
57 DRIVE PILE (CLASS 140)                   EA      1,900.0000     83,600.00                                    44.000     83,600.00
   (ALTERNATIVE "Y" MOD)
58 PRESTRESSING CAST-IN-PLACE CONCRETE      LS     55,000.0000     55,000.00                                     0.000          0.00
59 STRUCTURAL CONCRETE, BRIDGE FOOTING      CY        350.0000     32,550.00                                    93.000     32,550.00
F)
60 STRUCTURAL CONCRETE, BRIDGE              CY        500.0000    862,500.00        76.750    38,375.00      1,235.850    617,925.00
F)
61 STRUCTURAL CONCRETE (WING WALL)          CY        750.0000     93,750.00                                    62.500     46,875.00
F)
62 STRUCTURAL CONCRETE, APPROACH SLAB       CY        500.0000     62,500.00                                    87.000     43,500.00
F) (TYPE N)
63 CLASS 2 CONCRETE (BOX CULVERT)           CY        480.0000    574,560.00                                 1,007.000    483,360.00
F)
64 CLASS 2 CONCRETE (HEADWALL)              CY      1,050.0000    284,550.00                                   274.400    288,120.00
F)
65 MINOR CONCRETE (MINOR STRUCTURE)         CY      1,500.0000      1,500.00                                     0.000          0.00
F)
66 DRILL AND BOND DOWEL                     LF         20.0000      7,000.00                                   420.130      8,402.60
67 10' X 8' PRECAST CONCRETE BOX CULVERT    LF        640.0000    843,520.00                                   754.600    482,944.00
68 REFINISH BRIDGE DECK                     SQFT       56.0000     18,760.00                                     0.000          0.00
69 JOINT SEAL (MR 1/2")                     LF         85.0000      9,945.00                                    78.000      6,630.00
70 JOINT SEAL (MR 2")                       LF        100.0000      8,200.00                                     0.000          0.00
71 BAR REINFORCING STEEL                    LB          0.5600    193,883.20                               305,874.200    171,289.55
F)
72 BAR REINFORCING STEEL (BRIDGE)           LB          0.5300    225,223.50                               268,620.110    142,368.66
F)
73 BAR REINFORCING STEEL (WING WALL)        LB          0.7000      8,664.60                                 6,189.000      4,332.30
F)
74 FURNISH SIGN STRUCTURE (TUBULAR)         LB          5.1500    101,295.35                                     0.000          0.00
F)
75 INSTALL SIGN STRUCTURE (TUBULAR)         LB          0.4500      8,851.05                                     0.000          0.00
F)
76 FURNISH SIGN STRUCTURE (TRUSS)           LB          5.2500    148,596.00                                     0.000          0.00
F)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 04/22/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-3568U4
TIME 06:24 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 08/05/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/11
R.E. NAME:  MICHAEL WEBER                                                                            DATE OF THIS ESTIMATE  04/22/11
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
77 INSTALL SIGN STRUCTURE (TRUSS)           LB          0.2000      5,660.80                                     0.000          0.00
F)
78 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT       17.0000      4,080.00                                     0.000          0.00
79 FURNISH LAMINATED PANEL SIGN             SQFT       17.0000      2,550.00                                     0.000          0.00
80 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT        9.0000     12,600.00                                     0.000          0.00
   (0.063"-UNFRAMED)
81 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT        9.0000     31,590.00                                     0.000          0.00
   (0.080"-UNFRAMED)
82 60" CAST-IN-DRILLED-HOLE CONCRETE PILE   LF        675.0000     66,825.00                                     0.000          0.00
   (SIGN FOUNDATION)
83 ROADSIDE SIGN - ONE POST                 EA        170.0000     56,100.00                                     0.000          0.00
84 ROADSIDE SIGN - TWO POST                 EA        270.0000      3,510.00                                     0.000          0.00
85 24" ALTERNATIVE PIPE CULVERT             LF         45.0000    119,250.00                                 1,705.700     76,756.50
86 18" PLASTIC PIPE                         LF         60.0000     15,600.00                                   164.500      9,870.00
87 18" REINFORCED CONCRETE PIPE (RUBBER     LF        130.0000      3,640.00                                   212.000     27,560.00
   GASKET JOINT)
88 24" REINFORCED CONCRETE PIPE (RUBBER     LF         50.0000     81,500.00                                 1,662.800     83,140.00
   GASKET JOINT)
89 48" REINFORCED CONCRETE PRESSURE PIPE    LF        170.0000     45,900.00                                   170.500     28,985.00
   (RUBBER GASKET JOINT)
90 54" REINFORCED CONCRETE PRESSURE PIPE    LF        220.0000     85,800.00                                   381.200     83,864.00
   (RUBBER GASKET JOINT)
91 JACKED 48" REINFORCED CONCRETE PIPE      LF        360.0000     14,400.00                                     0.000          0.00
   (CLASS IV)
92 24" WELDED STEEL PIPE CASING (BRIDGE)    LF        160.0000     44,320.00                                     0.000          0.00
93 24" ALTERNATIVE FLARED END SECTION       EA        450.0000     27,900.00                                     0.000          0.00
94 ROCK SLOPE PROTECTION                    CY         80.0000     53,600.00       109.200     8,736.00        671.800     53,744.00
   (FACING, METHOD B)
95 ROCK SLOPE PROTECTION FABRIC             SQFT        0.2000      1,552.00     1,965.000       393.00     13,448.000      2,689.60
96 FENCE (TYPE BW, 5 STRAND, METAL POST)    LF          2.7500    256,300.00                                     0.000          0.00
97 CHAIN LINK FENCE (TYPE CL-6)             LF         12.0000      5,400.00                                     0.000          0.00
98 DELINEATOR (CLASS 1)                     EA         31.0000     13,020.00                                     0.000          0.00
99 MILEPOST MARKER                          EA         48.0000        960.00                                     0.000          0.00
00 OBJECT MARKER                            EA         30.0000        720.00                                     0.000          0.00
01 METAL BEAM GUARD RAILING (STEEL POST)    LF         25.0000     27,000.00                                     0.000          0.00
02 CONCRETE BARRIER (TYPE 25)               LF         85.0000    104,380.00                                   470.000     39,950.00
F)
03 DOUBLE METAL BEAM GUARD RAILING          LF         30.0000      1,500.00                                     0.000          0.00
   (STEEL POST)
PROGRAM CAS145                                                                                                               PAGE  5
DATE 04/22/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-3568U4
TIME 06:24 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 08/05/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/11
R.E. NAME:  MICHAEL WEBER                                                                            DATE OF THIS ESTIMATE  04/22/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
04 TRANSITION RAILING (TYPE WB)             EA      3,900.0000     27,300.00                                     0.000          0.00
05 END ANCHOR ASSEMBLY (TYPE SFT)           EA        800.0000      2,400.00                                     0.000          0.00
06 ALTERNATIVE FLARED TERMINAL SYSTEM       EA      2,300.0000     27,600.00                                     0.000          0.00
07 CRASH CUSHION, SAND FILLED               EA      6,200.0000     12,400.00                                     0.000          0.00
08 4" THERMOPLASTIC TRAFFIC STRIPE          LF          0.3000     22,140.00                                     0.000          0.00
09 8" THERMOPLASTIC TRAFFIC STRIPE          LF          0.5500     20,460.00                                     0.000          0.00
10 THERMOPLASTIC PAVEMENT MARKING           SQFT        2.7000     48,330.00                                   802.000      2,165.40
11 4" THERMOPLASTIC TRAFFIC STRIPE          LF          0.2000        708.00                                     0.000          0.00
   (BROKEN 12-3)
12 4" THERMOPLASTIC TRAFFIC STRIPE          LF          0.1600     22,400.00                                     0.000          0.00
   (BROKEN 36-12)
13 THERMOPLASTIC TRAFFIC STRIPE             LF          0.2400     82,080.00                                 1,888.000        453.12
   (SPRAYABLE)
14 PAVEMENT MARKER (RETROREFLECTIVE)        EA          2.3600     26,668.00                                   970.000      2,289.20
15 HIGHWAY LIGHTING                         LS    275,000.0000    275,000.00                                     0.059     16,225.00
16 MODEL 500 CHANGEABLE MESSAGE SIGN SYSTEM LS     25,000.0000     25,000.00                                     0.000          0.00
   (LOCATION 1)
17 MODEL 500 CHANGEABLE MESSAGE SIGN SYSTEM LS     22,000.0000     22,000.00                                     0.000          0.00
   (LOCATION 2)
18 ROADSIDE WEATHER INFORMAITON SYSTEM      LS     40,000.0000     40,000.00                                     0.000          0.00
19 TRAFFIC MONITORING STATION (LOCATION 1)  LS     20,000.0000     20,000.00                                     0.075      1,500.00
20 TRAFFIC MONITORING STATION (LOCATION 2)  LS     10,000.0000     10,000.00                                     0.158      1,580.00
21 TRAFFIC MONITORING STATION (LOCATION 3)  LS      5,000.0000      5,000.00                                     0.126        630.00
22 TRAFFIC MONITORING STATION (LOCATION 4)  LS     10,000.0000     10,000.00                                     0.114      1,140.00
23 TRAFFIC MONITORING STATION (LOCATION 5)  LS     35,000.0000     35,000.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  6
DATE 04/22/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               06-3568U4
TIME 06:24 AM                                                                                                        ESTIMATE NO. 20
BID OPENING 08/05/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 04/20/11
R.E. NAME:  MICHAEL WEBER                                                                            DATE OF THIS ESTIMATE  04/22/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              207,378.85               23,154,157.12
         ADJUSTMENT OF COMPENSATION                                                            38,192.97                  401,230.82
         EXTRA WORK                                                                            30,626.27                  578,548.94
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               276,198.09               24,133,936.88
24 MOBILIZATION                             LS   4510,000.0000  4,510,000.00                                     1.000  4,510,000.00
         ORIGINAL CONTRACT AMOUNT                              45,178,321.50
    TOTAL WORK COMPLETED                                                                      276,198.09               28,643,936.88
         MATERIALS ON HAND ON SITE                                                                                        760,915.38
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                             9,000.00                 -154,417.00
    TOTAL                                                                                     285,198.09               29,250,435.26
             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
  09/22/09     500   11/06/09  11/09/09  04/23/12       234        110            0           0             62%            47%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  MICHAEL WEBER
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 04/22/11