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 03/21/11                                                    EST. NO.29
     TIME 02:21 PM
     R.E. NAME: FITZGERALD, TOM                                        01-296104
     ---------------------------------------------------------------------------
     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 0020       8,079.66 E.W. @ F.A.(+) 122110 N TS-109
         0026       7,220.92                012511 N GSB266
         0028       1,760.33                010611 N TS-110
         0029         358.55                021011 N GSB271
     003 0024         217.50 E.W. @ F.A.(+) 030111 N GSB277
     015 0006       5,175.34 E.W. @ F.A.(+) 110110 N GSB272
     016 0004       2,946.00 E.W. @ L.S.(+) 031511 N GSB276
     017 0002       4,543.57 E.W. @ L.S.(+) 031511 N GSB278
     018 0008         316.97 E.W. @ F.A.(+) 103010 N 0031.0
         0009       3,697.31                102610 N 0028.0
         0010       3,613.72                102710 N 0029.0
     019 0011         138.87 E.W. @ F.A.(+) 072110 N 0032.0
                   38,068.74  TOTAL THIS ESTIMATE
                  951,636.32  TOTAL PREVIOUS ESTIMATE
                  989,705.06  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 03/21/11                                                    EST. NO.29
     TIME 02:21 PM
     R.E. NAME: FITZGERALD, TOM                                        01-296104
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     MISSING 2010 CEM4401       -10,000.00   28
     RETURN 2010 CEM4401         10,000.00   29
                                                       10,000.00            0.00
     LABOR COMPLIANCE VIOLATION
     PER LTR DATED 7-09          -3,000.00   09
     RETURN 7-09 DEDUCT           3,000.00   10
     PER LTR DATED 11/10         -2,000.00   25
     PER LTR DATED 12/10         -2,000.00   26
     RETURN 11/10 & 12/10         4,000.00   28
                                                            0.00            0.00
                              TOTAL DEDUCTIONS         10,000.00            0.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 03/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-296104
TIME 02:21 PM                                                                                                        ESTIMATE NO. 29
BID OPENING 09/09/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 03/18/11
R.E. NAME:  FITZGERALD, TOM                                                                          DATE OF THIS ESTIMATE  03/21/11
        LOCATION                                        PROGRESS ESTIMATE
01-HUM-101-89.3/R90.2                                   -----------------
                                GOLDEN STATE BRIDGE INC                                   IN HUMBOLDT COUNTY NEAR
                                901 HOWE ROAD                                             MCKINLEYVILLE ON ROUTE 101 AND ON
                                MARTINEZ CA 94553                                         ROUTE 200
FED. AID NO. ACNH-X023(33)E  ,ACBH-X023(33)E  ,NH-X023(33)E
                                                                                          REPLACE BRIDGES
------------------------------------------------------------------------------------------------------------------------------------
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     19,005.0000     19,005.00                                     0.750     14,253.75
02 TIME-RELATED OVERHEAD                    WDAY    1,750.0000  2,747,500.00        28.000    49,000.00        815.000  1,426,250.00
03 TEMPORARY FENCE (TYPE CL-1.8)            M          35.0000      6,650.00                                   266.400      9,324.00
04 TEMPORARY FENCE (TYPE ESA)               M           8.0000      5,680.00                                   124.000        992.00
05 CONSTRUCTION SITE MANAGEMENT             LS     55,555.0000     55,555.00         0.018       999.99          0.530     29,444.15
06 PREPARE STORM WATER POLLUTION            LS      4,000.0000      4,000.00                                     0.500      2,000.00
S) PREVENTION PLAN
07 TEMPORARY FIBER ROLL                     M           8.0000     54,400.00                                 1,184.200      9,473.60
08 TEMPORARY SILT FENCE                     M           8.0000     48,000.00        56.690       453.52      1,472.630     11,781.04
09 TEMPORARY CONCRETE WASHOUT FACILITY      EA      2,000.0000     12,000.00                                     4.000      8,000.00
10 TEMPORARY CONSTRUCTION ENTRANCE          EA      3,000.0000     12,000.00                                     2.000      6,000.00
11 CONSTRUCTION AREA SIGNS                  LS     42,500.0000     42,500.00                                     0.664     28,220.00
S)
12 TRAFFIC CONTROL SYSTEM                   LS     97,500.0000     97,500.00                                     0.500     48,750.00
S)
13 TYPE III BARRICADE                       EA        100.0000      2,100.00                                     5.000        500.00
S)
14 TEMPORARY TRAFFIC STRIPE (PAINT)         M           1.7500     43,050.00                                10,871.800     19,025.65
S)
15 CHANNELIZER (SURFACE MOUNTED)            EA         45.0000     26,550.00                                   644.000     28,980.00
S)
16 FLASHING BEACON (PORTABLE)               EA      2,000.0000     14,000.00                                     1.000      2,000.00
S)
17 TEMPORARY PAVEMENT MARKER                EA          6.0000     17,400.00                                   520.000      3,120.00
S)
18 PORTABLE RADAR TRAILER                   EA     16,000.0000     32,000.00                                     2.000     32,000.00
S)
19 PORTABLE CHANGEABLE MESSAGE SIGN         LS     75,000.0000     75,000.00                                     0.660     49,500.00
S)
20 TEMPORARY RAILING (TYPE K)               M          99.0000    646,470.00                                 4,601.750    455,573.25
S)
21 TEMPORARY CRASH CUSHION (ABSORB 350)     EA     10,000.0000    130,000.00                                     7.000     70,000.00
S)
22 TEMPORARY RETAINING WALL                 M2        225.0000    175,500.00                                   454.120    102,177.00
PROGRAM CAS145                                                                                                               PAGE  2
DATE 03/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-296104
TIME 02:21 PM                                                                                                        ESTIMATE NO. 29
BID OPENING 09/09/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 03/18/11
R.E. NAME:  FITZGERALD, TOM                                                                          DATE OF THIS ESTIMATE  03/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
23 OBLITERATE SURFACING                     M2          1.0000     18,200.00                                 1,754.600      1,754.60
24 REMOVE FENCE (TYPE BW)                   M           5.0000      5,400.00                                   886.700      4,433.50
25 REMOVE CHAIN LINK FENCE                  M          16.0000      2,400.00                                    64.000      1,024.00
26 REMOVE CHAIN LINK GATE                   EA        700.0000      1,400.00                                     2.000      1,400.00
27 REMOVE METAL BEAM GUARD RAILING          M          20.0000      2,600.00                                    57.180      1,143.60
28 REMOVE SINGLE THRIE BEAM BARRIER         M          25.0000      7,500.00                                   300.000      7,500.00
29 REMOVE DOUBLE THRIE BARRIER              M          25.0000      9,250.00                                   370.000      9,250.00
30 REMOVE YELLOW THERMOPLASTIC TRAFFIC      M           9.0000     18,900.00                                   932.400      8,391.60
   STRIPE
31 REMOVE WHITE THERMOPLASTIC TRAFFIC       M           5.0000     13,950.00                                 2,310.200     11,551.00
   STRIPE
32 REMOVE WHITE PAINTED TRAFFIC STRIPE      M           5.0000      3,750.00                                 1,049.000      5,245.00
33 REMOVE ROADSIDE SIGN                     EA        100.0000      4,200.00         1.000       100.00         10.000      1,000.00
34 REMOVE HEADWALL                          EA      1,800.0000      3,600.00                                     1.000      1,800.00
35 RECONSTRUCT FENCE (TYPE BW)              M          55.0000      1,925.00                                     0.000          0.00
36 RESET CRASH CUSHION                      EA      5,000.0000      5,000.00                                     1.000      5,000.00
S)
37 RELOCATE ROADSIDE SIGN                   EA        400.0000      2,000.00                                     0.000          0.00
38 ADJUST INLET                             EA      2,500.0000      2,500.00                                     0.000          0.00
39 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2         12.0000     51,360.00                                   439.600      5,275.20
S)
40 REMOVE CONCRETE BARRIER                  M          70.0000     39,200.00                                   552.000     38,640.00
41 BRIDGE REMOVAL, LOCATION A               LS   1100,000.0000  1,100,000.00                                     0.750    825,000.00
42 BRIDGE REMOVAL, LOCATION B               LS   1200,000.0000  1,200,000.00                                     0.150    180,000.00
43 CLEARING AND GRUBBING                    LS     63,350.0000     63,350.00                                     0.750     47,512.50
44 ROADWAY EXCAVATION                       M3         12.0000    234,000.00                                 3,103.780     37,245.36
45 ROADWAY EXCAVATION (TYPE Z-2)            M3        315.0000    283,500.00                                     0.000          0.00
   (AERIALLY DEPOSITED LEAD)
46 LEAD COMPLIANCE PLAN                     LS      4,000.0000      4,000.00                                     0.000          0.00
47 STRUCTURE EXCAVATION (BRIDGE)            M3        175.0000    133,875.00       197.000    34,475.00        770.000    134,750.00
F)
48 STRUCTURE EXCAVATION (TYPE D)            M3      2,200.0000  1,273,800.00        35.400    77,880.00        520.033  1,144,072.60
F)
49 STRUCTURE BACKFILL (BRIDGE)              M3        125.0000     52,125.00                                   170.000     21,250.00
F)
PROGRAM CAS145                                                                                                               PAGE  3
DATE 03/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-296104
TIME 02:21 PM                                                                                                        ESTIMATE NO. 29
BID OPENING 09/09/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 03/18/11
R.E. NAME:  FITZGERALD, TOM                                                                          DATE OF THIS ESTIMATE  03/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
50 IMPORTED BORROW                          M3         24.0000  1,704,000.00                                42,020.600  1,008,494.40
51 IMPORTED MATERIAL (SHOULDER BACKING)     M3        135.0000      2,700.00                                     0.000          0.00
52 HIGHWAY PLANTING                         LS      7,500.0000      7,500.00                                     0.000          0.00
S)
53 EROSION CONTROL (TYPE D)                 M2          1.3000     39,390.00                                16,675.440     21,678.07
S)
54 FIBER ROLLS                              M           8.0000     20,400.00                                   653.600      5,228.80
S)
55 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA      1,500.0000     12,000.00                                     4.000      6,000.00
S)
56 PLANT ESTABLISHMENT WORK                 LS     10,000.0000     10,000.00                                     0.000          0.00
S)
57 CLASS 2 AGGREGATE BASE                   M3        110.0000  1,166,000.00                                 5,379.050    591,695.50
58 ASPHALT CONCRETE (TYPE A)                TONN      135.0000  1,944,000.00                                 6,693.650    903,642.75
59 ASPHALT CONCRETE (OPEN GRADED)           TONN      140.0000    754,600.00                                     0.000          0.00
60 ITEM DELETED PER ADDENDUM                LS          0.0000          0.00                                     0.000          0.00
61 PLACE ASPHALT CONCRETE DIKE (TYPE A)     M          18.0000        990.00                                    29.000        522.00
62 PLACE ASPHALT CONCRETE DIKE (TYPE E)     M          18.0000      3,240.00                                     0.000          0.00
63 PLACE ASPHALT CONCRETE DIKE (TYPE F)     M          18.0000        684.00                                     0.000          0.00
64 SHOULDER RUMBLE STRIP                    STA       350.0000     10,850.00                                     0.000          0.00
   (AC, GROUND-IN INDENTATIONS)
65 FURNISH STEEL PILING (HP 360 X 132)      M         300.0000    502,500.00        17.150     5,145.00      1,692.150    507,645.00
66 DRIVE STEEL PILE (HP 360 X 132)          EA      2,500.0000    197,500.00        14.000    35,000.00         79.000    197,500.00
S)
67 FURNISH STEEL PIPE PILING (1219 MM)      M       4,444.0000    768,812.00                                   173.000    768,812.00
68 DRIVE STEEL PIPE PILING (1219 MM)        EA    125,000.0000    500,000.00                                     4.000    500,000.00
S)
69 FURNISH CAST-IN-STEEL-SHELL CONCRETE     M       7,300.0000  3,825,200.00                                   441.700  3,224,410.00
   PILING (2210 MM)
70 DRIVE CAST-IN-STEEL-SHELL CONCRETE       EA    190,000.0000  2,470,000.00                                    11.000  2,090,000.00
S) PILING (2210 MM)
71 PRESTRESSING CAST-IN-PLACE CONCRETE      LS    685,000.0000    685,000.00                                     0.540    369,900.00
72 SEAL COURSE CONCRETE                     M3      1,000.0000    233,000.00                                   196.900    196,900.00
73 STRUCTURAL CONCRETE, BRIDGE FOOTING      M3        900.0000    123,300.00        29.000    26,100.00        137.000    123,300.00
F)
74 STRUCTURAL CONCRETE, BRIDGE              M3        910.0000  6,051,500.00                                 3,390.000  3,084,900.00
F)
75 STRUCTURAL CONCRETE, APPROACH SLAB       M3      1,250.0000    235,000.00                                    77.000     96,250.00
F) (TYPE N)
76 MINOR CONCRETE (MINOR STRUCTURE)         M3      3,500.0000     24,500.00                                     3.080     10,780.00
F)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 03/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-296104
TIME 02:21 PM                                                                                                        ESTIMATE NO. 29
BID OPENING 09/09/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 03/18/11
R.E. NAME:  FITZGERALD, TOM                                                                          DATE OF THIS ESTIMATE  03/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
77 MINOR CONCRETE (HEADWALL)                M3      3,000.0000     18,000.00                                     0.000          0.00
F)
78 PTFE BEARING                             EA      2,500.0000     67,500.00                                    22.000     55,000.00
S)
79 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M       1,900.0000    134,900.00                                    29.000     55,100.00
S)
80 BAR REINFORCING STEEL (BRIDGE)           KG          2.5000  3,007,500.00     4,243.000    10,607.50    698,265.000  1,745,662.50
SF)
81 STRUCTURAL STEEL (TENSION HEAD)          KG         33.0000    562,782.00                                17,054.000    562,782.00
SF)
82 FURNISH SINGLE SHEET ALUMINUM SIGN       M2        175.0000      3,325.00                                     0.000          0.00
   (1.6 MM-UNFRAMED)
83 FURNISH SINGLE SHEET ALUMINUM SIGN       M2        110.0000      3,410.00                                     0.000          0.00
   (2.0 MM-UNFRAMED)
84 FURNISH SINGLE SHEET ALUMINUM SIGN       M2        175.0000      3,850.00                                     0.000          0.00
   (2.0 MM-FRAMED)
85 ROADSIDE SIGN - ONE POST                 EA        350.0000     11,900.00                                     0.000          0.00
86 INSTALL ROADSIDE SIGN                    EA      1,300.0000      3,900.00                                     0.000          0.00
   (LAMINATED WOOD BOX POST)
87 300 MM ALTERNATIVE PIPE CULVERT          M         250.0000      6,500.00                                     0.000          0.00
88 450 MM ALTERNATIVE PIPE CULVERT          M         330.0000     42,900.00                                    40.000     13,200.00
89 600 MM ALTERNATIVE PIPE CULVERT          M         275.0000     20,625.00                                    10.000      2,750.00
90 900 MM ALTERNATIVE PIPE CULVERT          M         350.0000     12,250.00                                    29.000     10,150.00
91 1050 MM ALTERNATIVE PIPE CULVERT         M         600.0000      7,800.00                                     0.000          0.00
92 300 MM PLASTIC PIPE                      M         250.0000      1,250.00                                     0.000          0.00
93 300 MM SLOTTED CORRUGATED STEEL PIPE     M         600.0000      6,600.00                                     0.000          0.00
   (2.77 MM THICK)
94 900 MM CORRUGATED STEEL PIPE INLET       M       1,500.0000      3,600.00                                     0.000          0.00
   (2.77 MM THICK)
95 WELDED STEEL PIPE CASING (BRIDGE)        M         800.0000     38,400.00                                    24.000     19,200.00
96 450 MM ALTERNATIVE FLARED END SECTION    EA        700.0000        700.00                                     0.000          0.00
97 600 MM ALTERNATIVE FLARED END SECTION    EA        700.0000        700.00                                     0.000          0.00
98 SCOUR HOLE                               LS     15,000.0000     15,000.00                                     0.000          0.00
99 ROCK SLOPE PROTECTION (LIGHT, METHOD B)  M3        145.0000      1,305.00                                     0.000          0.00
00 ROCK SLOPE PROTECTION                    M3         65.0000      8,450.00                                     0.000          0.00
   (BACKING NO. 2, METHOD B)
01 ROCK SLOPE PROTECTION (1/4T, METHOD B)   M3         65.0000     27,950.00                                     0.000          0.00
02 SLOPE PAVING (CONCRETE)                  M3      1,500.0000      5,850.00                                     0.000          0.00
03 ROCK SLOPE PROTECTION FABRIC             M2          3.0000      1,380.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  5
DATE 03/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-296104
TIME 02:21 PM                                                                                                        ESTIMATE NO. 29
BID OPENING 09/09/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 03/18/11
R.E. NAME:  FITZGERALD, TOM                                                                          DATE OF THIS ESTIMATE  03/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
04 MINOR CONCRETE (PATTERNED)               M2         45.0000     26,100.00                                     0.000          0.00
05 MISCELLANEOUS IRON AND STEEL             KG          8.0000      6,384.00                                     0.000          0.00
SF)
06 ISOLATION CASING                         KG         30.0000    203,550.00                                 3,700.000    111,000.00
SF)
07 BRIDGE DECK DRAINAGE SYSTEM              KG         18.0000     34,380.00                                     0.000          0.00
SF)
08 CHAIN LINK FENCE (TYPE CL-1.8)           M          50.0000     32,500.00                                     0.000          0.00
S)
09 4.9 M CHAIN LINK GATE (TYPE CL-1.8)      EA      1,800.0000      1,800.00                                     4.000      7,200.00
S)
10 DELINEATOR (CLASS 1)                     EA         40.0000      3,200.00                                     0.000          0.00
11 MILEPOST MARKER                          EA         55.0000        220.00                                     0.000          0.00
12 MARKER (CULVERT)                         EA         55.0000        275.00                                     0.000          0.00
13 OBJECT MARKER (TYPE L-1)                 EA         55.0000        330.00                                     0.000          0.00
14 METAL BEAM GUARD RAILING (WOOD POST)     M         110.0000     66,000.00                                    38.100      4,191.00
S)
15 VEGETATION CONTROL (MINOR CONCRETE)      M2         85.0000     42,500.00                                     0.000          0.00
S)
16 METAL RAILING                            M         550.0000    132,550.00                                     0.000          0.00
SF)
17 DOUBLE THRIE BEAM BARRIER (WOOD POST)    M         175.0000     80,500.00                                     0.000          0.00
S)
18 DOUBLE THRIE BEAM BARRIER (BRIDGE)       M         350.0000     21,350.00                                     0.000          0.00
S)
19 TRANSITION RAILING (TYPE WB)             EA      5,000.0000     30,000.00                                     2.000     10,000.00
S)
20 TRANSITION RAILING (TYPE DTB)            EA      5,000.0000      5,000.00                                     0.000          0.00
S)
21 RETURN CAP (TYPE TA)                     EA        135.0000        135.00                                     0.000          0.00
S)
22 END CAP (TYPE A)                         EA        135.0000        135.00                                     1.000        135.00
S)
23 END CAP (TYPE TA)                        EA        135.0000        405.00                                     2.000        270.00
S)
24 END CAP (TYPE TC)                        EA        135.0000        405.00                                     0.000          0.00
S)
25 END ANCHOR ASSEMBLY (TYPE SFT)           EA        750.0000      3,750.00                                     1.000        750.00
S)
26 END ANCHOR ASSEMBLY (TYPE CA)            EA      1,200.0000      1,200.00                                     1.000      1,200.00
S)
27 ALTERNATIVE IN-LINE TERMINAL SYSTEM      EA      4,500.0000      4,500.00                                     0.000          0.00
S)
28 ALTERNATIVE FLARED TERMINAL SYSTEM       EA      3,350.0000     10,050.00                                     2.000      6,700.00
S)
29 CONCRETE BARRIER (TYPE 60)               M         250.0000    137,500.00                                     0.000          0.00
30 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED)  M         600.0000    144,600.00                                   241.000    144,600.00
SF)
PROGRAM CAS145                                                                                                               PAGE  6
DATE 03/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-296104
TIME 02:21 PM                                                                                                        ESTIMATE NO. 29
BID OPENING 09/09/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 03/18/11
R.E. NAME:  FITZGERALD, TOM                                                                          DATE OF THIS ESTIMATE  03/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
31 CALIFORNIA ST-10 BRIDGE RAIL             M         600.0000    437,400.00                                   241.000    144,600.00
F)
32 THERMOPLASTIC PAVEMENT MARKING           M2         90.0000      4,050.00                                     0.000          0.00
S)
33 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           2.5000     19,600.00                                     0.000          0.00
S)
34 200 MM THERMOPLASTIC TRAFFIC STRIPE      M           7.0000      6,230.00                                     0.000          0.00
S)
35 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           2.0000      5,000.00                                     0.000          0.00
S) (BROKEN 10.98 M - 3.66 M)
36 REMOVABLE PIPE BOLLARD                   EA      1,000.0000      4,000.00                                     0.000          0.00
37 PAVEMENT MARKER (NON-REFLECTIVE)         EA          6.0000      3,780.00                                     0.000          0.00
S)
38 PAVEMENT MARKER (RETROREFLECTIVE)        EA          8.0000      5,280.00                                     0.000          0.00
S)
39 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS      1,000.0000      1,000.00                                     0.000          0.00
S) SYSTEM ELEMENTS DURING CONSTRUCTION
40 FLASHING BEACON                          LS     25,000.0000     25,000.00                                     0.000          0.00
S)
41 COMMUNICATION CONDUIT                    LS     25,000.0000     25,000.00                                     0.300      7,500.00
S)
42 MODIFY TRAFFIC MONITORING STATION        LS      3,000.0000      3,000.00                                     0.000          0.00
S) (COUNT)
43 RELOCATE EXTINGUISHABLE MESSAGE SIGN     LS      1,000.0000      1,000.00                                     0.000          0.00
S)
44 MODIFY LIGHTING                          LS    225,000.0000    225,000.00                                     0.250     56,250.00
S)
45 ITEM DELETED PER ADDENDUM                LS          0.0000          0.00                                     0.000          0.00
46 PERMEABLE PAVERS                         M2         45.0000     26,100.00                                     0.000          0.00
47 PLACE ASPHALT CONCRETE DIKE (TYPE C)     M          80.0000        960.00                                     0.000          0.00
48 FENCE (TYPE BW, METAL POST)              M          48.0000     53,760.00                                   625.800     30,038.40
49 4.9 M WIRE MESH GATE                     EA        750.0000      6,000.00                                     2.000      1,500.00
PROGRAM CAS145                                                                                                               PAGE  7
DATE 03/21/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               01-296104
TIME 02:21 PM                                                                                                        ESTIMATE NO. 29
BID OPENING 09/09/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 03/18/11
R.E. NAME:  FITZGERALD, TOM                                                                          DATE OF THIS ESTIMATE  03/21/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              239,761.01               21,548,040.82
         ADJUSTMENT OF COMPENSATION                                                                 0.00                   11,846.94
         EXTRA WORK                                                                            38,068.74                  977,858.12
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               277,829.75               22,537,745.88
50 MOBILIZATION                             LS   3333,333.0000  3,333,333.00                                     1.000  3,333,333.00
         ORIGINAL CONTRACT AMOUNT                              39,290,450.00
    TOTAL WORK COMPLETED                                                                      277,829.75               25,871,078.88
         MATERIALS ON HAND ON SITE                                                                                      1,263,582.78
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                            10,000.00                        0.00
    TOTAL                                                                                     287,829.75               27,134,661.66
             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
  09/26/08    1670   10/18/08  12/25/08  12/25/12       813          0            0           0             64%            49%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                                         7 DAY CALENDAR
                                                                                  FITZGERALD, TOM
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 03/21/11