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 04/05/10                                                    EST. NO.17
     TIME 01:50 PM
     R.E. NAME: RINARD, WAYNE                                          02-397904
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     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
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     006 0161       6,590.94 E.W. @ F.A.(+) 092909 N 297FF0
         0162       7,584.72                070609 N 259FF0
         0163       7,984.22                121409 N 252FF0
         0164      10,409.20                121409 N 251FF0
                   32,569.08  TOTAL THIS ESTIMATE
                1,355,172.88  TOTAL PREVIOUS ESTIMATE
                1,387,741.96  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 04/05/10                                                    EST. NO.17
     TIME 01:50 PM
     R.E. NAME: RINARD, WAYNE                                          02-397904
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     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     MISSING CEM4401            -10,000.00   14
                                                            0.00      -10,000.00
     EQUAL EMPLOYMENT OPPORTUNITY
     MISSING CEM2402F           -10,000.00   14
                                                            0.00      -10,000.00
     LABOR COMPLIANCE VIOLATION
      PER LTR 08/08              -5,000.00   02
      RTN 08/08 DEDUCT            5,000.00   05
     PER LTR DATED 8-09         -10,000.00   12
     PER LTR DATED 9/09          -5,000.00   13
                                                            0.00      -15,000.00
                              TOTAL DEDUCTIONS              0.00      -35,000.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 04/05/10                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-397904
TIME 01:50 PM                                                                                                        ESTIMATE NO. 17
BID OPENING 04/16/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/08/09
R.E. NAME:  RINARD, WAYNE                                                                            DATE OF THIS ESTIMATE  04/05/10
        LOCATION                                       SEMI-FINAL ESTIMATE
02-SHA-299-0.0/0.6                                     -------------------
                                SIERRA EQUIPMENT RENTAL INC                               IN SHASTA COUNTY ABOUT 17.4 MILES
                                8176 ROAD 44                                              WEST OF SHASTA AT 0.0 MILE TO 0.6
                                GLENN CA 95943                                            MILE EAST OF TRINITY COUNTY
FED. AID NO. ACST-P299(152)E  ,PH-P299(152)E  ,HPLU-6202(3)
                                                                                          REALIGN CURVE AND IMPROVE DRAINAGE
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
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01 PROTECTION OF MIGRATORY BIRDS            LS      2,000.0000      2,000.00                                     1.000      2,000.00
02 TEMPORARY FENCE (TYPE ESA)               LF          2.7400        548.00                                   188.000        515.12
03 CONSTRUCTION SITE MANAGEMENT             LS      5,000.0000      5,000.00                                     1.000      5,000.00
04 PREPARE STORM WATER POLLUTION            LS      2,000.0000      2,000.00                                     1.000      2,000.00
S) PREVENTION PLAN
05 TEMPORARY FIBER ROLL                     LF          4.0400      2,020.00                                 1,575.000      6,363.00
06 TEMPORARY SILT FENCE                     LF          3.3000        660.00                                     6.000         19.80
07 TEMPORARY CONCRETE WASHOUT FACILITY      EA        650.0000        650.00                                     1.000        650.00
08 TEMPORARY CHECK DAM                      LF          9.0000      1,800.00                                   345.500      3,109.50
09 TEMPORARY STRAW BALE BARRIER             LF         25.0000      2,000.00                                     0.000          0.00
10 STREET SWEEPING                          LS      5,000.0000      5,000.00                                     1.000      5,000.00
11 CONSTRUCTION AREA SIGNS                  LS      5,000.0000      5,000.00                                     1.000      5,000.00
S)
12 TRAFFIC CONTROL SYSTEM                   LS     50,000.0000     50,000.00                                     1.000     50,000.00
S)
13 PORTABLE CHANGEABLE MESSAGE SIGN         EA      2,500.0000     10,000.00                                     2.000      5,000.00
S) (LOCATION 1)
14 PORTABLE CHANGEABLE MESSAGE SIGN         EA      2,500.0000      2,500.00                                     1.000      2,500.00
S) (LOCATION 2)
15 ABANDON CULVERT                          EA      2,500.0000     10,000.00                                     5.000     12,500.00
16 OBLITERATE SURFACING                     SQYD        0.5000      1,760.00                                     0.000          0.00
17 REMOVE METAL BEAM GUARD RAILING          LF          0.5000        205.00                                   408.000        204.00
18 REMOVE FLARED END SECTION                EA        330.0000        330.00                                     1.000        330.00
19 REMOVE ROADSIDE SIGN                     EA        120.0000      1,560.00                                    13.000      1,560.00
20 REMOVE CULVERT                           LF        115.0000     18,400.00                                    34.000      3,910.00
21 REMOVE INLET                             EA      1,150.0000      3,450.00                                     3.000      3,450.00
22 REMOVE DOWNDRAIN                         LF         17.5000      2,275.00                                   127.000      2,222.50
PROGRAM CAS145                                                                                                               PAGE  2
DATE 04/05/10                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-397904
TIME 01:50 PM                                                                                                        ESTIMATE NO. 17
BID OPENING 04/16/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/08/09
R.E. NAME:  RINARD, WAYNE                                                                            DATE OF THIS ESTIMATE  04/05/10
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
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23 REMOVE DELINEATOR                        EA         70.0000      3,220.00                                    46.000      3,220.00
24 RELOCATE MAILBOX                         EA        500.0000        500.00                                     1.000        500.00
25 RELOCATE ROADSIDE SIGN                   EA        370.0000      1,110.00                                     3.000      1,110.00
26 CLEARING AND GRUBBING                    LS     50,000.0000     50,000.00                                     1.000     50,000.00
27 DEVELOP WATER SUPPLY                     LS      9,000.0000      9,000.00                                     1.000      9,000.00
28 ROADWAY EXCAVATION                       CY          5.6000    492,240.00                               119,912.000    671,507.20
29 SAND BACKFILL                            CY        150.0000     10,200.00                                    55.650      8,347.50
30 EROSION CONTROL (BLANKET)                SQYD        5.2500     55,125.00                                 6,325.610     33,209.45
S)
31 EROSION CONTROL (TYPE D)                 ACRE    6,375.0000     20,400.00                                     7.000     44,625.00
S)
32 CLASS 2 AGGREGATE BASE                   CY         79.0000    115,340.00                                 1,657.040    130,906.16
33 ASPHALT CONCRETE (TYPE A)                TON       105.0000    475,650.00                                 4,579.870    480,886.35
34 PLACE ASPHALT CONCRETE (MISCELLANEOUS    SQYD       30.0000      3,600.00                                    55.780      1,673.40
   AREA)
35 PLACE ASPHALT CONCRETE DIKE (TYPE A)     LF          3.0000         75.00                                     0.000          0.00
36 PLACE ASPHALT CONCRETE DIKE (TYPE D)     LF          3.5000      1,995.00                                   807.000      2,824.50
37 PLACE ASPHALT CONCRETE DIKE (TYPE F)     LF          3.5000      2,835.00                                   807.000      2,824.50
38 MINOR CONCRETE (MINOR STRUCTURE)         CY      1,500.0000     19,500.00                                    13.000     19,500.00
F)
39 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT       15.0000      1,065.00                                    81.500      1,222.50
   (.063"-UNFRAMED)
40 VEHICLE SPEED FEEDBACK SIGN              EA      3,500.0000      3,500.00                                     1.000      3,500.00
S)
41 ROADSIDE SIGN - ONE POST                 EA        360.0000      3,600.00                                    10.000      3,600.00
42 18" CORRUGATED STEEL PIPE (.109" THICK)  LF        150.0000     13,950.00                                    64.400      9,660.00
43 24" CORRUGATED STEEL PIPE (.109" THICK)  LF        185.0000     42,550.00                                   176.100     32,578.50
44 30" CORRUGATED STEEL PIPE (.109" THICK)  LF        185.0000     24,050.00                                   193.000     35,705.00
45 36" CORRUGATED STEEL PIPE (.109" THICK)  LF        190.0000     17,860.00                                   107.500     20,425.00
46 GEOMEMBRANE                              SQYD        8.2500      6,435.00                                 1,300.000     10,725.00
47 GEOTEXTILE CUSHION FABRIC                SQYD        1.5000      2,340.00                                 2,600.000      3,900.00
48 12" CORRUGATED STEEL PIPE DOWNDRAIN      LF         68.0000      3,740.00                                    28.000      1,904.00
   (.079" THICK)
49 24" CORRUGATED STEEL PIPE DOWNDRAIN      LF         75.0000     30,000.00                                   378.000     28,350.00
   (.109" THICK)
PROGRAM CAS145                                                                                                               PAGE  3
DATE 04/05/10                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-397904
TIME 01:50 PM                                                                                                        ESTIMATE NO. 17
BID OPENING 04/16/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/08/09
R.E. NAME:  RINARD, WAYNE                                                                            DATE OF THIS ESTIMATE  04/05/10
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
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50 36" CORRUGATED STEEL PIPE DOWNDRAIN      LF         95.0000     11,400.00                                   109.000     10,355.00
   (.109" THICK)
51 12" ENTRANCE TAPER                       EA        300.0000        300.00                                     1.000        300.00
52 CORRUGATED STEEL ECCENTRIC DOWNDRAIN     EA        590.0000      2,950.00                                     5.000      2,950.00
   SLIP JOINT/REDUCER (.109" THICK)
53 12" ANCHOR ASSEMBLY                      EA        160.0000        320.00                                     1.000        160.00
54 24" ANCHOR ASSEMBLY                      EA        170.0000      3,060.00                                    17.000      2,890.00
55 36" ANCHOR ASSEMBLY                      EA        185.0000        925.00                                     5.000        925.00
56 48" SLOTTED CORRUGATED STEEL PIPE RISER  LF        400.0000      8,400.00                                    19.000      7,600.00
   (.109" THICK)
57 JACKED 30" WELDED STEEL PIPE             LF        850.0000     80,750.00                                   102.000     86,700.00
S) (.239" THICK)
58 48" DEBRIS RACK CAGE (H=4')              EA      4,500.0000     13,500.00                                     3.000     13,500.00
59 ROCK SLOPE PROTECTION (LIGHT, METHOD B)  TON        90.0000     59,400.00                                   660.000     59,400.00
60 ROCK SLOPE PROTECTION                    TON        90.0000      7,200.00                                     0.000          0.00
   (FACING, METHOD B)
61 GABION (RETAINING WALL)                  CY        250.0000     40,000.00                                   153.000     38,250.00
S)
62 ROCK SLOPE PROTECTION FABRIC             SQYD        0.7100        142.00                                   121.560         86.31
63 MISCELLANEOUS IRON AND STEEL             LB          5.0000      5,975.00                                 1,195.000      5,975.00
SF)
64 DELINEATOR (CLASS 2)                     EA        115.0000      7,705.00                                    67.000      7,705.00
65 MILEPOST MARKER                          EA        230.0000        460.00                                     2.000        460.00
66 MARKER (CULVERT)                         EA        185.0000      2,775.00                                    14.000      2,590.00
67 OBJECT MARKER (TYPE P)                   EA        175.0000        175.00                                     1.000        175.00
68 METAL BEAM GUARD RAILING                 LF         21.3700     21,370.00                                   987.500     21,102.88
S)
69 VEGETATION CONTROL (MINOR CONCRETE)      SQYD       35.0000     24,500.00                                   587.980     20,579.30
70 CABLE RAILING                            LF         35.0000      7,350.00                                   188.000      6,580.00
S)
71 ALTERNATIVE FLARED TERMINAL SYSTEM       EA      2,100.0000      6,300.00                                     3.000      6,300.00
S)
72 THERMOPLASTIC PAVEMENT MARKING           SQFT        8.5000      1,105.00                                   126.000      1,071.00
S)
73 THERMOPLASTIC TRAFFIC STRIPE             LF          1.0000      9,330.00                                 9,301.000      9,301.00
S) (SPRAYABLE)
74 PAVEMENT MARKER                          EA         20.0000      4,200.00                                   194.000      3,880.00
S) (RETROREFLECTIVE-RECESSED)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 04/05/10                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               02-397904
TIME 01:50 PM                                                                                                        ESTIMATE NO. 17
BID OPENING 04/16/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 10/08/09
R.E. NAME:  RINARD, WAYNE                                                                            DATE OF THIS ESTIMATE  04/05/10
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
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    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                                    0.00                2,031,873.47
         ADJUSTMENT OF COMPENSATION                                                                 0.00                  -22,046.70
         EXTRA WORK                                                                            32,569.08                1,409,788.66
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                                32,569.08                3,419,615.43
75 MOBILIZATION                             LS    195,987.0000    195,987.00                                     1.000    195,987.00
         ORIGINAL CONTRACT AMOUNT                               2,052,617.00
    TOTAL WORK COMPLETED                                                                       32,569.08                3,615,602.43
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                  -35,000.00
    TOTAL                                                                                      32,569.08                3,580,602.43
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                              N O N E
DATE CONTR CONTRACT DATE WORK   BEGIN    JOB COM-    WORKING   WEATHER NON-   C.C.O.       OTHER        PERCENT     PERCENT TIME
 APPROVED    DAYS    STARTED   CONSTR   PLETED ON     DAYS     WORKING DAYS    DAYS        DAYS        COMPLETED       ELAPSED
  06/05/08      90   06/19/08  10/03/08  10/08/09        95        158           30           0            100%           100%
                                                                                  RINARD, WAYNE
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 04/05/10