PROGRAM CAS145   S C H E D U L E   O F   E X T R A   W O R K    PAGE NO.  1
     DATE 06/01/11                                                    EST. NO.19
     TIME 11:14 AM
     R.E. NAME: DARNALL, MARK                                          02-378904
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
     002 0005       3,936.80 A.C. @ U.P.(+) 123110 N 411111
     003 0005       1,443.45 E.W. @ F.A.(+) 081010 N 112116
         0009         536.50                032911 N 451120
         0010       2,112.50                042911 N 511111
         0011       3,237.50                042911 N 511112
     004 0010       1,152.03 E.W. @ F.A.(+) 022311 N 451130
         0011         432.93                033011 N 451140
         0012         250.00                030211 N 426111
     005 0023         211.11 E.W. @ F.A.(+) 032111 N 323011
         0024         232.55                032211 N 323012
         0026         355.05                041511 N 418111
         0027         177.04                041911 N 421111
         0028         398.93                041811 N 421112
     009 0007       4,428.31 E.W. @ F.A.(+) 072110 N 0007 0
         0008       4,796.53                072210 N 0008 0
         0009       4,796.53                072310 N 0009 0
         0010       5,298.65                072610 N 0010 0
     011 0006       1,100.00 E.W. @ F.A.(+) 040111 N 0006 0
         0007       1,100.00                050111 N 0007 0
     013 0003          73.69 E.W. @ F.A.(+) 032911 N 330111
         0004       1,645.45                032911 N 591110
         0005       1,752.21                033011 N 591120
         0006       1,361.90                033111 N 591130
         0007       1,322.83                040111 N 591140
         0008       2,137.14                040411 N 591150
         0009       8,364.42                040511 N 591160
         0010       1,206.46                040611 N 591170
         0011       1,220.59                040711 N 591180
         0012         838.23                040811 N 569  0
         0013       1,053.32                041111 N 591110
         0014         310.30                041811 N 591111
         0015       1,123.78                042511 N 591112
         0016         870.79                051811 N 518111
     017 0005       5,505.50 E.W. @ F.A.(+) 041811 N 418111
         0006       5,610.00                021411 N 418112
         0007      18,976.25                102210 N 419111
         0008       9,688.25                102010 N 420111
         0009      10,975.25                112110 N 420112
         0010       5,970.25                122110 N 420113
         0011       3,610.75                012611 N 420114
         0012       4,611.75                022111 N 420115
         0013       2,684.00                042211 N 422111
         0014         166.10                051611 N 516111
         0015       3,146.00                051711 N 517111
     018 0012       1,401.42 E.W. @ F.A.(+) 071310 N 653519
         0013       4,622.21                071410 N 653520
         0014       5,251.94                071510 N 653521
         0015       1,355.24                071910 N 653522
     023 0001       7,700.00 E.W. @ F.A.(+) 031211 N 420119
         0002       7,700.00                032111 N 510111
     PROGRAM CAS145   S C H E D U L E   O F   E X T R A   W O R K    PAGE NO.  2
     DATE 06/01/11                                                    EST. NO.19
     TIME 11:14 AM
     R.E. NAME: DARNALL, MARK                                          02-378904
     ---------------------------------------------------------------------------
     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
     ---------------------------------------------------------------------------
                  158,252.43  TOTAL THIS ESTIMATE
                  169,746.15  TOTAL PREVIOUS ESTIMATE
                  327,998.58  TOTAL TO DATE
     PROGRAM CAS145   S C H E D U L E   O F   D E D U C T I O N S    PAGE NO.  1
     DATE 06/01/11                                                    EST. NO.19
     TIME 11:14 AM
     R.E. NAME: DARNALL, MARK                                          02-378904
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     VIOLATION OF 5/1          -295,449.00   08
     VIOLOATION OF 5/1/01      -125,140.72   09
     VIOLATION OF 5-1.01       -183,178.80   10
     RETURN VIOLAT 5/1/01       112,737.02   11
     VIOLATION OF 5-1.01        -46,448.08   12
     RTN PARTIAL 5-1.01         176,637.11   13
     RETURN PARTIA 5-1.01        34,284.38   14
     VIOLATION OF 5-1.01         -5,498.44   15
     RETURN VIO OF 5-1.01         2,284.38   16
     RETURN 5-1.01 DEDUCT       329,772.15   17
                                                            0.00            0.00
     LABOR COMPLIANCE VIOLATION
     PER LTR DATED 1/10          -5,000.00   03
     RETURN 1/10 DEDUCT           5,000.00   06
     PER 07/10 LTR              -10,000.00   08
     RET 07/10 DEDUCT            10,000.00   09
     PER LTR DATED 10/10         -1,000.00   11
     PER LTR DATED 11/10        -10,000.00   12
     RETURN DUDUCT 10/10          1,000.00   12
     PER LTR DATED 1/11         -10,000.00   15
     PER LTR DATED 2/11          -5,000.00   16
     RETURN DEDUCT 11/10         10,000.00   16
     PER LTR DATED 3/11          -2,000.00   18
     RETURN DEDUCT 1/11          10,000.00   18
     PER LTR DATED 5/11          -2,000.00   19
     PER LTR DATED 4/11          -5,000.00   19
     RETURN DEDUCT 2/11           5,000.00   19
                                                       -2,000.00       -9,000.00
                              TOTAL DEDUCTIONS         -2,000.00       -9,000.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 06/01/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 11:14 AM                                                                                                        ESTIMATE NO. 19
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/11
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  06/01/11
        LOCATION                                     RERUN PROGRESS ESTIMATE
02-SHA-5-R39.5/R40.8                                 -----------------------
                                TUTOR SALIBA CORPORATION                                  IN SHASTA COUNTY NEAR LAKEHEAD FROM
                                15901 OLDEN STREET                                        0.3 KM NORTH OF ANTLER SUMMIT
                                SYLMAR CA 91342                                           OVERCROSSING TO 0.5 KM NORTH OF
                                                                                          ANTLER UNDERPASS
FED. AID NO. ACBR-058(337)N  ,NH-058(337)N
                                                                                          BRIDGE REPLACEMENT
------------------------------------------------------------------------------------------------------------------------------------
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     10,000.0000     10,000.00                                     0.250      2,500.00
02 SMALL BUSINESS UTILIZATION REPORT        EA        250.0000      5,750.00                                     1.000        250.00
03 TIME-RELATED OVERHEAD                    WDAY    8,500.0000 11,050,000.00        44.000   374,000.00        362.000  3,077,000.00
04 TEMPORARY FENCE (TYPE ESA)               M          16.0000     34,560.00                                 1,241.590     19,865.44
05 TEMPORARY INLET                          EA      2,600.0000      5,200.00                                     3.000      7,800.00
06 600 MM TEMPORARY CULVERT                 M         375.0000     48,750.00                                   125.300     46,987.50
07 1050 MM TEMPORARY CULVERT                M       1,600.0000      4,800.00                                     0.000          0.00
08 TEMPORARY ACTIVE TREATMENT SYSTEM        LS    510,000.0000    510,000.00         0.025    12,750.00          0.650    331,500.00
09 CONSTRUCTION SITE MANAGEMENT             LS      5,000.0000      5,000.00         0.033       165.00          0.278      1,390.00
10 PREPARE STORM WATER POLLUTION            LS      3,500.0000      3,500.00         0.013        45.50          0.611      2,138.50
   PREVENTION PLAN
11 TEMPORARY FIBER ROLL                     M          13.0000     38,220.00                                 2,322.420     30,191.46
12 TEMPORARY SILT FENCE                     M          38.0000     51,300.00       187.400     7,121.20      3,401.120    129,242.56
13 TEMPORARY GRAVEL BAG BERM                M          48.0000     31,680.00                                   904.340     43,408.32
14 TEMPORARY CONSTRUCTION ENTRANCE          EA      2,000.0000     40,000.00                                     5.000     10,000.00
15 TEMPORARY COVER                          M2          2.3500     49,350.00                                16,371.220     38,472.37
16 TEMPORARY CHECK DAM                      M          51.0000     15,810.00                                    19.200        979.20
17 MOVE-IN/MOVE-OUT                         EA      1,000.0000     15,000.00                                     5.000      5,000.00
   (TEMPORARY EROSION CONTROL)
18 TEMPORARY DRAINAGE INLET PROTECTION      EA        500.0000     18,500.00                                     4.000      2,000.00
19 TEMPORARY HYDRAULIC MULCH                M2          1.2000     65,880.00                                37,850.600     45,420.72
   (POLYMER STABILIZED FIBER MATRIX)
20 STREET SWEEPING                          LS    247,000.0000    247,000.00         0.034     8,398.00          0.279     68,913.00
21 TEMPORARY CONCRETE WASHOUT (PORTABLE)    LS     30,000.0000     30,000.00         0.034     1,020.00          0.279      8,370.00
22 TEMPORARY SOIL BINDER                    M2          0.1200     21,000.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  2
DATE 06/01/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 11:14 AM                                                                                                        ESTIMATE NO. 19
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/11
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  06/01/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
23 CONSTRUCTION AREA SIGNS                  LS     50,000.0000     50,000.00                                     0.082      4,100.00
24 TRAFFIC CONTROL SYSTEM                   LS    480,000.0000    480,000.00                                     0.244    117,120.00
25 TRAFFIC CONTROL SURVEILLANCE             WDAY    1,150.0000    207,000.00                                     0.000          0.00
26 TEMPORARY PAVEMENT MARKING (PAINT)       M2         65.0000      3,055.00                                     1.950        126.75
27 TEMPORARY PAVEMENT MARKING (TAPE)        M2         86.0000      1,032.00                                     0.000          0.00
28 TEMPORARY TRAFFIC STRIPE (PAINT)         M           2.4000     84,480.00                                   996.700      2,392.08
29 CHANNELIZER (SURFACE MOUNTED)            EA         35.0000     15,400.00                                     0.000          0.00
30 TEMPORARY CHANNEL MARKING                LS     70,000.0000     70,000.00                                     0.900     63,000.00
31 PORTABLE CHANGEABLE MESSAGE SIGN         LS    276,000.0000    276,000.00                                     0.244     67,344.00
32 PORTABLE RADAR TRAILER                   LS     65,000.0000     65,000.00                                     0.004        260.00
33 TEMPORARY RAILING (TYPE K)               M          71.0000    581,490.00                                 1,569.660    111,445.86
34 TEMPORARY CRASH CUSHION MODULE           EA        318.0000     41,340.00                                    28.000      8,904.00
35 ABANDON CULVERT                          EA      6,200.0000     62,000.00                                     0.000          0.00
36 REMOVE CHAIN LINK FENCE                  M          22.0000     12,320.00                                   480.600     10,573.20
37 REMOVE METAL BEAM GUARD RAILING          M          30.0000     18,300.00                                     0.000          0.00
38 REMOVE YELLOW TRAFFIC STRIPE             M           5.0000     13,200.00                                     0.000          0.00
39 REMOVE WHITE TRAFFIC STRIPE              M           5.0000     73,500.00                                    71.600        358.00
40 REMOVE PAVEMENT MARKING                  M2         32.0000      1,504.00                                     0.000          0.00
41 REMOVE PAVEMENT MARKER                   EA          1.0000        270.00                                    61.000         61.00
42 REMOVE ROADSIDE SIGN                     EA        450.0000      7,650.00                                     7.000      3,150.00
43 REMOVE ROADSIDE SIGN PANEL               EA        500.0000      1,000.00                                     0.000          0.00
44 REMOVE OVERSIDE DRAIN                    EA      1,600.0000      6,400.00                                     1.000      1,600.00
45 REMOVE CULVERT                           EA      1,860.0000     24,180.00                                     0.000          0.00
46 REMOVE INLET                             EA      1,700.0000     34,000.00                                     1.000      1,700.00
47 REMOVE STANDPIPE                         EA      1,300.0000      2,600.00                                     1.000      1,300.00
48 ADJUST INLET                             EA      1,600.0000      6,400.00                                     0.000          0.00
49 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          7.0000     66,010.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  3
DATE 06/01/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 11:14 AM                                                                                                        ESTIMATE NO. 19
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/11
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  06/01/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
50 REMOVE CONCRETE BARRIER                  M          62.0000    114,080.00                                     0.000          0.00
51 PREPARE CONCRETE BRIDGE DECK SURFACE     M2          5.0000     92,000.00                                     0.000          0.00
52 SOFFIT OPENING HATCH                     EA     29,000.0000    116,000.00                                     0.000          0.00
53 CAP INLET                                EA      1,400.0000      9,800.00                                     0.000          0.00
54 REMOVE CRASH CUSHION                     EA        450.0000        450.00                                     0.000          0.00
55 BRIDGE REMOVAL (SUPERSTRUCTURE)          LS   2500,000.0000  2,500,000.00                                     0.000          0.00
56 BRIDGE REMOVAL (SUBSTRUCTURE)            LS   1000,000.0000  1,000,000.00                                     0.000          0.00
57 CLEARING AND GRUBBING                    LS    277,000.0000    277,000.00                                     0.950    263,150.00
58 ROADWAY EXCAVATION                       M3         48.0000 11,424,000.00     5,018.000   240,864.00    182,404.000  8,755,392.00
59 LEAD COMPLIANCE PLAN                     LS      6,000.0000      6,000.00                                     0.000          0.00
60 STRUCTURE EXCAVATION (BRIDGE)            M3         30.0000     61,800.00                                 2,113.500     63,405.00
F)
61 STRUCTURE EXCAVATION (TYPE D)            M3        100.0000     10,000.00                                   100.000     10,000.00
F)
62 STRUCTURE EXCAVATION (RETAINING WALL)    M3         50.0000     20,550.00                                   235.620     11,781.00
F)
63 STRUCTURE BACKFILL (BRIDGE)              M3         78.0000     79,560.00                                   183.000     14,274.00
F)
64 STRUCTURE BACKFILL (RETAINING WALL)      M3         67.0000     23,852.00                                    95.840      6,421.28
F)
65 PREPARE HOLE                             EA        130.0000     28,600.00                                     0.000          0.00
66 ROCK AND OTHER SURFACE STAINING          M2         30.0000     80,100.00                                     0.000          0.00
67 SOIL MANAGEMENT PLAN                     LS     10,000.0000     10,000.00                                     0.000          0.00
68 MULCH                                    M2          5.0000     75,500.00                                     0.000          0.00
69 EROSION CONTROL (TYPE D1)                M2          3.0000    321,000.00                                 4,097.000     12,291.00
70 EROSION CONTROL (TYPE D2)                M2          3.0000     54,000.00                                 8,810.000     26,430.00
71 FIBER ROLLS                              M          10.0000     61,700.00                                     0.000          0.00
72 COMPOST, INCORPORATE                     M2          6.7000    716,900.00                                 4,669.900     31,288.33
73 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA      1,000.0000      6,000.00                                     4.000      4,000.00
74 200 MM CORRUGATED HIGH DENSITY           M          89.0000     10,680.00                                     0.000          0.00
   POLYETHYLENE PIPE CONDUIT
75 CLASS 2 AGGREGATE BASE                   M3         68.0000    992,800.00                                    27.000      1,836.00
76 CEMENT TREATED PERMEABLE BASE            M3         86.0000    382,700.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  4
DATE 06/01/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 11:14 AM                                                                                                        ESTIMATE NO. 19
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/11
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  06/01/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
77 HOT MIX ASPHALT                          TONN       82.0000  2,492,800.00                                     0.000          0.00
78 SHOULDER RUMBLE STRIP                    STA     1,640.0000     45,920.00                                     0.000          0.00
   (HMA,GROUND-IN INDENTATIONS)
79 PLACE HOT MIX ASPHALT DIKE (TYPE A)      M          40.0000     24,800.00                                     0.000          0.00
80 PLACE HOT MIX ASPHALT DIKE (TYPE C)      M          50.0000      2,300.00                                     0.000          0.00
81 PLACE HOT MIX ASPHALT DIKE (TYPE F)      M          50.0000      8,000.00                                     0.000          0.00
82 PLACE HOT MIX ASPHALT                    M2         26.0000        988.00                                     0.000          0.00
   (MISCELLANEOUS AREA)
83 FURNISH STEEL PILING (HP 250 X 62)       M          75.0000     20,850.00                                   152.600     11,445.00
84 DRIVE STEEL PILE (HP 250 X 62)           EA      3,200.0000    121,600.00                                    22.000     70,400.00
85 37XX MM PERMANENT STEEL CASING           M      45,000.0000  6,165,000.00         0.010       450.00         16.000    720,000.00
86 600 MM CAST-IN-DRILLED-HOLE CONCRETE     M       4,050.0000  1,737,450.00                                   429.000  1,737,450.00
   PILING
87 3700 MM CAST-IN-DRILLED-HOLE CONCRETE    M      42,500.0000  5,822,500.00         1.000    42,500.00         16.000    680,000.00
   PILING
88 3500 MM CAST-IN-DRILLED-HOLE CONCRETE    M      22,000.0000  4,268,000.00        18.080   397,760.00         26.580    584,760.00
   PILING (ROCK SOCKET)
89 AQUATIC SOUND ATTENUATION SYSTEM         LS          1.0000          1.00                                     0.000          0.00
90 LOAD TEST PILE                           LS   7000,000.0000  7,000,000.00                                     0.970  6,790,000.00
91 PRESTRESSING CAST-IN-PLACE CONCRETE      LS   5400,000.0000  5,400,000.00                                     0.000          0.00
   (SEGMENTAL & PIER TABLE TENDONS)
92 PRESTRESSING CAST-IN-PLACE CONCRETE      LS    450,000.0000    450,000.00                                     0.000          0.00
   (TRANSVERSE DECK TENDONS)
93 PRESTRESSING CAST-IN-PLACE CONCRETE      LS     70,000.0000     70,000.00                                     0.000          0.00
   (HIGH STRENGTH BARS-EPOXY COATED)
94 STRUCTURAL CONCRETE, BRIDGE FOOTING      M3      1,000.0000    355,000.00                                   355.000    355,000.00
F)
95 STRUCTURAL CONCRETE, BRIDGE              M3      1,144.0000  3,523,520.00                                   599.000    685,256.00
F)
96 STRUCTURAL CONCRETE, BRIDGE (PIERS 2.5)  M3        990.0000  1,326,600.00                                     0.000          0.00
F) BOX GIRDER (134')
97 STRUCTURAL CONCRETE, BRIDGE (PIERS 3,4)  M3      1,138.0000  3,800,920.00                                     0.000          0.00
F)
98 STRUCTURAL CONCRETE, BRIDGE              M3      1,000.0000 19,700,000.00                                     0.000          0.00
F) (SEGMENTAL BOX GIRDER)
99 STRUCTURAL CONCRETE, RETAINING WALL      M3      1,300.0000    179,400.00                                   100.680    130,884.00
F)
00 STRUCTURAL CONCRETE, APPROACH SLAB       M3        700.0000    147,000.00                                     0.000          0.00
F) (TYPE N MODIFIED)
01 MINOR CONCRETE (MINOR STRUCTURE)         M3      3,000.0000    154,800.00                                     0.230        690.00
F)
02 PERMEABLE MATERIAL (SAND TRAP)           M3        700.0000      2,100.00                                     0.000          0.00
03 FILTER FABRIC (SAND TRAP)                M2         10.0000        220.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  5
DATE 06/01/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 11:14 AM                                                                                                        ESTIMATE NO. 19
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/11
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  06/01/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
04 ARCHITECTURAL TEXTURE (BASS RELIEF)      M2        440.0000    233,200.00                                     0.000          0.00
F)
05 ARCHITECTURAL TEXTURE (DRY STACK)        M2        255.0000     96,645.00                                   301.230     76,813.65
F)
06 PRECAST CONCRETE BAT HOUSE               EA      8,000.0000    128,000.00                                     0.000          0.00
07 FURNISH POLYESTER CONCRETE OVERLAY       M3      2,785.0000  1,030,450.00                                     0.000          0.00
08 PLACE POLYESTER CONCRETE OVERLAY         M2         15.0000    276,000.00                                     0.000          0.00
09 PTFE SPHERICAL BEARING                   EA     29,000.0000    232,000.00                                     0.000          0.00
10 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M       5,000.0000    315,000.00                                     0.000          0.00
11 BAR REINFORCING STEEL (BRIDGE)           KG          1.2600  2,104,200.00    55,935.000    70,478.10    225,788.000    284,492.88
F)
12 BAR REINFORCING STEEL (RETAINING WALL)   KG          1.6500     16,434.00                                 6,847.000     11,297.55
F)
13 BAR REINFORCING STEEL, BRIDGE            KG          1.3900  3,579,250.00                                     0.000          0.00
F) (SUPERSTRUCTURE)
14 BAR REINFORCING STEEL (EPOXY COATED)     KG          2.0200  3,217,860.00                                     0.000          0.00
F) (BRIDGE)
15 HEADED BAR REINFORCEMENT                 EA         36.0000    330,840.00                                     0.000          0.00
F)
16 FURNISH LAMINATED PANEL SIGN             M2        170.0000     10,880.00                                     0.000          0.00
   (63.5 MM-TYPE B)
17 FURNISH SINGLE SHEET ALUMINUM SIGN       M2        100.0000        600.00                                     2.370        237.00
   (1.6 MM-UNFRAMED)
18 FURNISH SINGLE SHEET ALUMINUM SIGN       M2        110.0000        550.00                                     4.460        490.60
   (2.0 MM-UNFRAMED)
19 FURNISH SINGLE SHEET ALUMINUM SIGN       M2        150.0000        900.00                                     0.000          0.00
   (1.6 MM-FRAMED)
20 FURNISH SINGLE SHEET ALUMINUM SIGN       M2        160.0000      2,720.00                                     0.000          0.00
   (2.0 MM-FRAMED)
21 ROADSIDE SIGN - ONE POST                 EA        300.0000      1,500.00                                     0.000          0.00
22 ROADSIDE SIGN - TWO POST                 EA        500.0000      2,000.00                                     0.000          0.00
23 INSTALL ROADSIDE SIGN                    EA      1,700.0000     10,200.00                                     0.000          0.00
   (LAMINATED WOOD BOX POST)
24 WORK AREA MONITORING                     LS     20,000.0000     20,000.00                                     0.000          0.00
25 PREPARE AND PAINT CONCRETE               M2         75.0000     28,425.00                                     0.000          0.00
26 450 MM ALTERNATIVE PIPE CULVERT          M         600.0000      1,800.00                                     0.000          0.00
27 600 MM ALTERNATIVE PIPE CULVERT          M         400.0000    216,000.00                                    57.035     22,814.00
28 750 MM ALTERNATIVE PIPE CULVERT          M         900.0000    153,000.00                                    51.250     46,125.00
29 900 MM ALTERNATIVE PIPE CULVERT          M         460.0000     26,220.00                                     0.000          0.00
30 1050 MM ALTERNATIVE PIPE CULVERT         M         600.0000     14,400.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  6
DATE 06/01/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 11:14 AM                                                                                                        ESTIMATE NO. 19
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/11
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  06/01/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
31 200 MM PERFORATED PLASTIC                M         100.0000    237,000.00                                     0.000          0.00
   PIPE UNDERDRAIN
32 80 MM PLASTIC PIPE (EDGE DRAIN)          M          43.0000     73,100.00                                     0.000          0.00
33 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET)   M          94.0000     15,040.00                                     0.000          0.00
34 600 MM DOWNDRAIN SLIP JOINT              EA        425.0000      1,275.00                                     0.000          0.00
35 750 MM DOWNDRAIN SLIP JOINT              EA        520.0000        520.00                                     0.000          0.00
36 600 MM ANCHOR ASSEMBLY                   EA        475.0000     11,400.00                                     0.000          0.00
37 750 MM ANCHOR ASSEMBLY                   EA        500.0000      2,500.00                                     0.000          0.00
38 CABLE ANCHORAGE SYSTEM                   M         143.0000     21,450.00                                     0.000          0.00
39 600 MM ALTERNATIVE PIPE DOWNDRAIN        M         206.0000     24,720.00                                     0.000          0.00
40 750 MM ALTERNATIVE PIPE DOWNDRAIN        M         340.0000      7,820.00                                     0.000          0.00
41 900 MM CORRUGATED STEEL PIPE INLET       M       1,200.0000     13,200.00                                     1.800      2,160.00
   (2.01 MM THICK)
42 WELDED STEEL PIPE CASING (BRIDGE)        M         300.0000     18,600.00                                     0.000          0.00
43 600 MM ALTERNATIVE FLARED END SECTION    EA        140.0000        420.00                                     0.000          0.00
44 900 MM DEBRIS RACK CAGE (H = 1.8 M)      KG        100.0000     12,640.00                                     0.000          0.00
F)
45 ROCK SLOPE PROTECTION (75MM, METHOD B)   M3        148.0000     26,640.00                                    89.000     13,172.00
46 ROCK MASONRY ENERGY DISSIPATOR           EA     10,000.0000     10,000.00                                     0.000          0.00
47 ROCK SLOPE PROTECTION (LIGHT, METHOD B)  M3        143.0000     34,320.00                                     0.000          0.00
48 ROCK SLOPE PROTECTION                    M3        600.0000        840.00                                     0.000          0.00
   (BACKING NO. 2, METHOD B)
49 ROCK SLOPE PROTECTION FABRIC             M2          8.0000      4,400.00                                     0.000          0.00
50 MISCELLANEOUS IRON AND STEEL             KG          7.0000     36,610.00                                     0.000          0.00
F)
51 MISCELLANEOUS METAL (BRIDGE)             KG          6.0000    412,800.00                                     0.000          0.00
F)
52 BRIDGE DECK DRAINAGE SYSTEM              KG         22.0000     24,200.00                                     0.000          0.00
F)
53 STEEL WORK PLATFORM                      EA     23,000.0000    184,000.00                                     0.000          0.00
F)
54 CHAIN LINK FENCE (TYPE CL-2.4)           M          60.0000    147,000.00                                   508.250     30,495.00
55 ONE WAY DEER GATE                        EA      3,500.0000     14,000.00                                     0.000          0.00
56 5.5 M CHAIN LINK GATE (TYPE CL-2.1)      EA      1,100.0000      2,200.00                                     0.000          0.00
57 DELINEATOR (BARRIER MOUNTED)             EA         15.0000      2,250.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  7
DATE 06/01/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 11:14 AM                                                                                                        ESTIMATE NO. 19
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/11
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  06/01/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
58 DELINEATOR (CLASS 2)                     EA         65.0000      2,340.00                                     0.000          0.00
59 MILEPOST MARKER                          EA         70.0000        700.00                                     0.000          0.00
60 UNDERDRAIN MARKER                        EA         25.0000        600.00                                     0.000          0.00
61 MARKER (CULVERT)                         EA         60.0000      1,380.00                                     0.000          0.00
62 OBJECT MARKER (TYPE L-1)                 EA         57.0000        171.00                                     0.000          0.00
63 METAL BEAM GUARD RAILING                 M         100.0000     18,000.00                                     0.000          0.00
64 VEGETATION CONTROL (MINOR CONCRETE)      M2         52.0000     25,480.00                                     0.000          0.00
65 CABLE RAILING                            M         264.0000      4,488.00                                     0.000          0.00
66 TRANSITION RAILING (TYPE WB)             EA      4,500.0000     13,500.00                                     0.000          0.00
67 END ANCHOR ASSEMBLY (TYPE SFT)           EA      1,000.0000      2,000.00                                     0.000          0.00
68 ALTERNATIVE IN-LINE TERMINAL SYSTEM      EA      3,000.0000      3,000.00                                     0.000          0.00
69 ALTERNATIVE FLARED TERMINAL SYSTEM       EA      2,800.0000     16,800.00                                     0.000          0.00
70 CRASH CUSHION (REACT 9SCBS)              EA     40,000.0000     40,000.00                                     0.000          0.00
71 CONCRETE BARRIER (TYPE 60)               M         277.0000    310,240.00                                     0.000          0.00
72 CONCRETE BARRIER (TYPE 60A)              M         277.0000    169,524.00                                     0.000          0.00
F)
73 CONCRETE BARRIER (TYPE 60C)              M         305.0000    106,750.00                                     0.000          0.00
74 CONCRETE BARRIER (TYPE 60D)              M         288.0000      7,776.00                                     0.000          0.00
75 CONCRETE BARRIER (TYPE 60E)              M         326.0000     15,648.00                                     0.000          0.00
76 CALIFORNIA ST-20S BRIDGE RAILING         M       1,000.0000  1,226,000.00                                     0.000          0.00
F)
77 100 MM TWO-COMPONENT PAINT               M           7.0000    105,700.00                                     0.000          0.00
   TRAFFIC STRIPE
78 200 MM TWO-COMPONENT PAINT               M          15.0000      2,700.00                                     0.000          0.00
   TRAFFIC STRIPE
79 100 MM TWO COMPONENT PAINT STRIPE        M           7.0000     77,000.00                                     0.000          0.00
   (BROKEN 10.98-3.66)
80 TWO-COMPONENT PAINT PAVEMENT MARKING     M2        500.0000      6,000.00                                     0.000          0.00
81 PAVEMENT MARKER                          EA          7.0000      8,260.00                                     0.000          0.00
   (RETROREFLECTIVE-RECESSED)
82 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS     49,000.0000     49,000.00                                     0.000          0.00
   SYSTEM ELEMENTS DURING CONSTRUCTION
83 LIGHTING                                 LS    250,000.0000    250,000.00                                     0.000          0.00
84 CRANE, HOIST AND LIGHTING                LS   1650,000.0000  1,650,000.00                                     0.000          0.00
   ASSEMBLY SYSTEM
PROGRAM CAS145                                                                                                               PAGE  8
DATE 06/01/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 11:14 AM                                                                                                        ESTIMATE NO. 19
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/11
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  06/01/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
85 HIGHWAY ADVISORY RADIO SYSTEM            LS     65,000.0000     65,000.00                                     0.000          0.00
86 TEMPORARY SOLAR FLASHING BEACON SYSTEM   LS     30,000.0000     30,000.00                                     0.966     28,980.00
87 INDUCTIVE LOOP DETECTOR                  LS     10,000.0000     10,000.00                                     0.000          0.00
88 POWER AND TELEPHONE SERVICE              LS     35,000.0000     35,000.00                                     0.000          0.00
89 SEISMIC MONITORING SYSTEM                LS    250,000.0000    250,000.00                                     0.000          0.00
90 COMMUNICATION CONDUIT (BRIDGE)           M         100.0000    250,000.00                                     0.000          0.00
F)
PROGRAM CAS145                                                                                                               PAGE  9
DATE 06/01/11                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-378904
TIME 11:14 AM                                                                                                        ESTIMATE NO. 19
BID OPENING 08/04/09                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/11
R.E. NAME:  DARNALL, MARK                                                                            DATE OF THIS ESTIMATE  06/01/11
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                            1,155,551.80               25,748,095.25
         ADJUSTMENT OF COMPENSATION                                                             3,936.80                    7,070.80
         EXTRA WORK                                                                           154,315.63                  320,927.78
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                             1,313,804.23               26,076,093.83
91 MOBILIZATION                             LS    736,352.0000 10,736,352.00                                     0.950 10,199,534.40
         ORIGINAL CONTRACT AMOUNT                             124,677,700.00
    TOTAL WORK COMPLETED                                                                    1,313,804.23               36,275,628.23
         MATERIALS ON HAND ON SITE                                                                                      2,236,308.97
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                            -2,000.00                   -9,000.00
    TOTAL                                                                                   1,311,804.23               38,502,937.20
             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
  10/14/09    1300   11/30/09  12/08/09  03/04/15       362          1            0           0             29%            28%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  DARNALL, MARK
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 06/01/11