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 09/24/09                                                    EST. NO.17
     TIME 04:51 PM
     R.E. NAME: FATHI, ALI                                             08-1A9904
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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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     *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE ***
     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 09/24/09                                                    EST. NO.17
     TIME 04:51 PM
     R.E. NAME: FATHI, ALI                                             08-1A9904
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     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
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     *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT ***
PROGRAM CAS145                                                                                                               PAGE  1
DATE 09/24/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               08-1A9904
TIME 04:51 PM                                                                                                        ESTIMATE NO. 17
BID OPENING 01/24/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/17/09
R.E. NAME:  FATHI, ALI                                                                               DATE OF THIS ESTIMATE  09/24/09
        LOCATION                                        PROGRESS ESTIMATE
08-RIV-10-8.1/24.2                                      -----------------
                                ALL AMERICAN ASPHALT                                      IN RIVERSIDE COUNTY IN AND NEAR
                                ATTN BRETT SCHULTZ                                        BEAUMONT AND BANNING
                                P. O. BOX 2229
                                CORONA, CA 92878-2229
FED. AID NO. ACIM-010-3(100)95E
                                                                                          CONSTRUCT BARRIERS
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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 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS      3,800.0000      3,800.00         0.100       380.00          0.900      3,420.00
02 TIME-RELATED OVERHEAD                    WDAY      530.0000    159,000.00         7.000     3,710.00        293.000    155,290.00
03 CONSTRUCTION SITE MANAGEMENT             LS      8,400.0000      8,400.00         0.100       840.00          0.950      7,980.00
04 PREPARE STORM WATER POLLUTION            LS      6,600.0000      6,600.00         0.100       660.00          0.950      6,270.00
   PREVENTION PLAN
05 TEMPORARY CONCRETE WASHOUT FACILITY      EA      2,650.0000     26,500.00                                     9.000     23,850.00
06 TEMPORARY CONSTRUCTION ENTRANCE          EA      2,950.0000      5,900.00                                     2.000      5,900.00
07 TEMPORARY DRAINAGE INLET PROTECTION      EA        275.0000     38,500.00        10.000     2,750.00        130.000     35,750.00
08 CONSTRUCTION AREA SIGNS                  LS      6,700.0000      6,700.00                                     0.950      6,365.00
S)
09 TRAFFIC CONTROL SYSTEM                   LS    765,000.0000    765,000.00         0.100    76,500.00          0.900    688,500.00
S)
10 TEMPORARY TRAFFIC STRIPE (PAINT)         M           0.6000     63,000.00                               106,960.000     64,176.00
S)
11 FLASHING BEACON (PORTABLE)               EA        965.0000      3,860.00                                     4.000      3,860.00
S)
12 TEMPORARY PAVEMENT MARKER                EA          3.5000     18,900.00                                 5,481.000     19,183.50
S)
13 PORTABLE CHANGEABLE MESSAGE SIGN         LS     43,000.0000     43,000.00         0.100     4,300.00          0.900     38,700.00
S)
14 TEMPORARY RAILING (TYPE K)               M          10.5000    198,450.00                                18,400.000    193,200.00
S)
15 TEMPORARY CRASH CUSHION MODULE           EA      1,050.0000     29,400.00                                    28.000     29,400.00
S)
16 TEMPORARY TRAFFIC SCREEN                 M           2.7000     70,470.00                                     0.000          0.00
S)
17 REMOVE METAL BEAM GUARD RAILING          M          46.0000     21,620.00                                   209.660      9,644.36
18 REMOVE DOUBLE METAL BEAM BARRIER         M          24.0000    314,400.00        81.000     1,944.00     13,100.000    314,400.00
19 REMOVE THERMOPLASTIC TRAFFIC STRIPE      M           0.6400     67,200.00                               106,717.000     68,298.88
20 REMOVE PAVEMENT MARKER                   EA          1.1000      5,940.00                                 6,102.000      6,712.20
21 REMOVE PIPE                              M         390.0000     31,200.00                                    80.800     31,512.00
22 REMOVE INLET                             EA      1,400.0000     70,000.00                                    55.000     77,000.00
PROGRAM CAS145                                                                                                               PAGE  2
DATE 09/24/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               08-1A9904
TIME 04:51 PM                                                                                                        ESTIMATE NO. 17
BID OPENING 01/24/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/17/09
R.E. NAME:  FATHI, ALI                                                                               DATE OF THIS ESTIMATE  09/24/09
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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 SALVAGE EXISTING TEMPORARY RAILING       M          48.0000      7,200.00                                     0.000          0.00
   (TYPE K)
24 RELOCATE EXISTING TEMPORARY RAILING      M          13.0000     91,650.00                                 7,050.000     91,650.00
   (TYPE K)
25 REMOVE UNSOUND CONCRETE                  M3      4,280.0000    201,160.00                                    32.670    139,827.60
26 REMOVE EXISTING TEMPORARY RAILING        M          12.7500     87,975.00                                 6,900.000     87,975.00
   (TYPE K)
27 CLEAN BRIDGE DECK                        M2          4.8500     64,378.90                                12,603.000     61,124.55
28 CAP INLET                                EA      1,560.0000      1,560.00                                     1.000      1,560.00
29 CLEARING AND GRUBBING                    LS    150,000.0000    150,000.00                                     1.000    150,000.00
30 ROADWAY EXCAVATION                       M3         17.7500    695,800.00                                43,511.000    772,320.25
31 ROADWAY EXCAVATION (TYPE Y-1)            M3         17.7500    102,772.50                                 5,790.000    102,772.50
   (AERIALLY DEPOSITED LEAD)
32 LEAD COMPLIANCE PLAN                     LS      2,700.0000      2,700.00                                     0.850      2,295.00
33 300 MM WELDED STEEL PIPE CONDUIT         M         870.0000    913,500.00                                   925.000    804,750.00
S) (6.35 MM THICK)
34 CLASS 2 AGGREGATE BASE                   M3         29.7500    895,475.00                                31,310.000    931,472.50
35 AGGREGATE BASE (APPROACH SLAB)           M3        750.0000      4,500.00                                     0.000          0.00
36 ASPHALT CONCRETE (TYPE A)                TONN       74.0000  2,937,800.00                                40,489.480  2,996,221.52
37 SHOULDER RUMBLE STRIP                    STA        66.5000     16,625.00                                   190.500     12,668.25
   (AC, GROUND-IN INDENTATIONS)
38 STRUCTURAL CONCRETE, APPROACH SLAB       M3      1,900.0000    114,000.00                                    69.000    131,100.00
   (TYPE R)(MODIFIED)
39 MINOR CONCRETE (MINOR STRUCTURE)         M3      2,600.0000    405,600.00                                   153.360    398,736.00
F)
40 PAVING NOTCH EXTENSION                   M3      9,200.0000     13,800.00                                     1.500     13,800.00
41 CLEAN EXPANSION JOINT                    M          85.5000      2,650.50                                    78.300      6,694.65
42 RAPID SETTING CONCRETE (PATCH)           M3      1,175.0000     55,225.00                                    19.680     23,124.00
43 REFINISH BRIDGE DECK                     M2      1,500.0000     39,000.00                                     5.200      7,800.00
44 JOINT SEAL (MR 30 MM)                    M         118.0000      7,198.00                                    78.300      9,239.40
S)
45 TREAT BRIDGE DECK                        M2          3.4000     45,131.60                                12,603.000     42,850.20
F)
46 FURNISH BRIDGE DECK TREATMENT MATERIAL   L          21.5000    129,795.50                                 7,313.600    157,242.40
47 PREPARE AND PAINT CONCRETE               M2          8.3500    367,400.00                                32,747.000    273,437.45
S)
48 450 MM REINFORCED CONCRETE PIPE          M         685.0000    150,700.00                                   256.100    175,428.50
49 600 MM REINFORCED CONCRETE PIPE          M       2,100.0000     23,100.00                                    11.300     23,730.00
PROGRAM CAS145                                                                                                               PAGE  3
DATE 09/24/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               08-1A9904
TIME 04:51 PM                                                                                                        ESTIMATE NO. 17
BID OPENING 01/24/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/17/09
R.E. NAME:  FATHI, ALI                                                                               DATE OF THIS ESTIMATE  09/24/09
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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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50 750 MM REINFORCED CONCRETE PIPE          M       5,500.0000      5,500.00                                     3.200     17,600.00
51 900 MM REINFORCED CONCRETE PIPE          M       5,500.0000      5,500.00                                     2.800     15,400.00
52 300 MM CORRUGATED STEEL PIPE             M       1,850.0000     29,600.00                                     4.000      7,400.00
   (1.63 MM THICK)
53 MISCELLANEOUS IRON AND STEEL             KG          3.0000     64,896.00                                22,524.000     67,572.00
SF)
54 METAL BEAM GUARD RAILING (WOOD POST)     M          79.0000      3,160.00         3.810       300.99         45.720      3,611.88
S)
55 DOUBLE THRIE BEAM BARRIER (WOOD POST)    M         106.0000    773,800.00                                 7,104.180    753,043.08
S)
56 TRANSITION RAILING (TYPE WB)             EA      3,200.0000      3,200.00                                     1.000      3,200.00
S)
57 TRANSITION RAILING (TYPE DTB)            EA      3,250.0000     16,250.00         1.000     3,250.00          6.000     19,500.00
S)
58 ALTERNATIVE FLARED TERMINAL SYSTEM       EA      2,650.0000      2,650.00                                     1.000      2,650.00
S)
59 CONCRETE BARRIER (TYPE 60GC)             M         265.0000  3,206,500.00     2,972.000   787,580.00     12,009.800  3,182,597.00
60 CONCRETE BARRIER TYPE 60GA (MODIFIED)    M         320.0000     98,560.00        58.000    18,560.00        212.000     67,840.00
F)
61 CONCRETE BARRIER (TYPE 60GE)             M         712.0000    299,040.00        40.000    28,480.00        340.000    242,080.00
62 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           0.6400     16,768.00                                19,312.000     12,359.68
S)
63 100 MM THERMOPLASTIC TRAFFIC STRIPE      M           0.5600     43,960.00                                66,552.000     37,269.12
S) (BROKEN 10.98 M - 3.66 M)
64 PAVEMENT MARKER                          EA          3.2000     17,280.00                                 6,405.000     20,496.00
S) (RETROREFLECTIVE-RECESSED)
65 MODIFY LIGHTING AND SIGN ILLUMINATION    LS    286,000.0000    286,000.00                                     0.980    280,280.00
S)
PROGRAM CAS145                                                                                                               PAGE  4
DATE 09/24/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               08-1A9904
TIME 04:51 PM                                                                                                        ESTIMATE NO. 17
BID OPENING 01/24/08                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 09/17/09
R.E. NAME:  FATHI, ALI                                                                               DATE OF THIS ESTIMATE  09/24/09
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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                                              929,254.99               13,940,130.47
         ADJUSTMENT OF COMPENSATION                                                                 0.00                 -269,215.99
         EXTRA WORK                                                                                 0.00                  279,679.02
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               929,254.99               13,950,593.50
66 MOBILIZATION                             LS    175,000.0000    175,000.00                                     1.000    175,000.00
         ORIGINAL CONTRACT AMOUNT                              14,532,201.00
    TOTAL WORK COMPLETED                                                                      929,254.99               14,125,593.50
         MATERIALS ON HAND ON SITE                                                                                              0.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                        0.00
    TOTAL                                                                                     929,254.99               14,125,593.50
             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
  03/07/08     300   03/24/08  03/24/08  10/21/09       298         75           20           0             93%            93%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  FATHI, ALI
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                      PAGE  4
     DATE 09/24/09