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 05/21/09                                                    EST. NO.16
     TIME 09:47 AM
     R.E. NAME: RAMON HOPKINS                                          05-330714
     ---------------------------------------------------------------------------
     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 0111         131.80 E.W. @ F.A.(+) 042209 N 296237
         0112         175.73                042309 N 296238
         0113         201.00                042709 N 296241
         0114         317.58                042809 N 296243
         0115         317.58                042909 N 296244
         0116         238.18                050109 N 296245
     010 0003       1,234.80 A.C. @ U.P.(+) 033109 N 296234
     014 0013         333.60 E.W. @ F.A.(+) 042209 N 296239
         0014         139.43                042409 N 296240
         0015         270.07                042709 N 296242
     016 0034         224.53 E.W. @ F.A.(+) 080508 N 0029 0
         0035          35.06                071808 N 0035 0
         0036         203.68                062408 N 0036 0
         0037         318.78                072208 N 0037 0
         0038         316.57                072108 N 0038 0
         0039         125.44                072308 N 0039 0
     018 0011          36.16 E.W. @ F.A.(+) 072808 N 0040 0
         0012         188.67                042109 N 296236
     033 0007         532.86 E.W. @ F.A.(+) 040309 N 296231
         0008         610.38                040609 N 296233
         0009         492.80                042009 N 296235
     036 0001       4,662.93 E.W. @ F.A.(+) 040309 N 296232
                   11,107.63  TOTAL THIS ESTIMATE
                  378,941.27  TOTAL PREVIOUS ESTIMATE
                  390,048.90  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 05/21/09                                                    EST. NO.16
     TIME 09:47 AM
     R.E. NAME: RAMON HOPKINS                                          05-330714
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     CL2AB TEST FAILURE          -2,400.00   14
                                                            0.00       -2,400.00
     LABOR COMPLIANCE VIOLATION
     MISS PYRLS                 -10,000.00   05
     MISS PYRLS                 -10,000.00   06
     REL EST #5                  10,000.00   06
     REL EST #6                  10,000.00   07
     LC VIOLATION               -10,000.00   11
                                                            0.00      -10,000.00
     OVERBID ITEMS
     OVERBID ITEM NO. 001        -6,125.00   02
     OVERBID ITEM NO. 001        -6,125.00   12
     OVERBID ITEM NO. 048       -21,000.00   01
     OVERBID ITEM NO. 048       -42,000.00   02
     OVERBID ITEM NO. 048        -7,000.00   03
     OVERBID ITEM NO. 048       -35,000.00   04
     OVERBID ITEM NO. 048       -14,000.00   12
     OVERBID ITEM NO. 048        -2,800.00   14
     OVERBID ITEM NO. 051        -1,000.00   02
                                                            0.00     -135,050.00
                              TOTAL DEDUCTIONS              0.00     -147,450.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 05/21/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-330714
TIME 09:47 AM                                                                                                        ESTIMATE NO. 16
BID OPENING 12/05/07                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/09
R.E. NAME:  RAMON HOPKINS                                                                            DATE OF THIS ESTIMATE  05/21/09
        LOCATION                                        PROGRESS ESTIMATE
05-SLO-46-32.2/37.2                                     -----------------
                                PAPACH CONSTRUCTION COMPANY                               IN SAN LUIS OBISPO COUNTY IN AND
                                P O BOX 2210                                              NEAR PASO ROBLES FROM AIRPORT ROAD
                                PISMO BEACH CA 93448                                      TO GENESEO ROAD
FED. AID NO. HPLU-6205(10)   ,HP21-6205(12)   ,L-6205(12)
                                                                                          CONVERT 2-LANE HWY TO 4 LANES
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS     29,500.0000     29,500.00                                     0.500     14,750.00
02 TIME-RELATED OVERHEAD                    WDAY      400.0000    216,000.00        22.000     8,800.00        235.000     94,000.00
03 TEMPORARY FENCE (TYPE ESA)               M          10.0000     19,700.00                                 1,967.000     19,670.00
S)
04 TEMPORARY FRAME AND GRATE                EA        650.0000     12,350.00                                     0.000          0.00
05 CONSTRUCTION SITE MANAGEMENT             LS     23,000.0000     23,000.00         0.050     1,150.00          0.440     10,120.00
06 PREPARE STORM WATER POLLUTION            LS      4,350.0000      4,350.00                                     0.640      2,784.00
   PREVENTION PLAN
07 TEMPORARY FIBER ROLL                     M          11.0000    123,200.00                                 2,116.700     23,283.70
S)
08 TEMPORARY SILT FENCE                     M           5.2500     79,800.00                                 3,921.500     20,587.88
S)
09 TEMPORARY CONCRETE WASHOUT FACILITY      EA      1,250.0000     11,250.00                                     3.000      3,750.00
10 TEMPORARY CONSTRUCTION ENTRANCE          EA        680.0000      6,120.00                                     7.000      4,760.00
11 TEMPORARY CHECK DAM                      M          14.0000     46,900.00                                   462.400      6,473.60
S)
12 MOVE-IN/MOVE-OUT                         EA        550.0000      4,950.00                                     3.000      1,650.00
S) (TEMPORARY EROSION CONTROL)
13 TEMPORARY DRAINAGE INLET PROTECTION      EA         93.0000      7,254.00                                    19.000      1,767.00
S)
14 TEMPORARY HYDRAULIC MULCH                M2          0.9000    116,100.00                                70,488.000     63,439.20
S) (BONDED FIBER MATRIX)
15 STREET SWEEPING                          LS     11,000.0000     11,000.00         0.050       550.00          0.440      4,840.00
16 CONSTRUCTION AREA SIGNS                  LS      9,500.0000      9,500.00                                     0.820      7,790.00
S)
17 TRAFFIC CONTROL SYSTEM                   LS     30,000.0000     30,000.00         0.050     1,500.00          0.440     13,200.00
S)
18 TYPE III BARRICADE                       EA         55.0000      1,540.00                                     0.000          0.00
S)
19 CHANNELIZER (SURFACE MOUNTED)            EA         18.0000      6,660.00                                   235.000      4,230.00
S)
20 PORTABLE CHANGEABLE MESSAGE SIGN         LS     22,000.0000     22,000.00         0.050     1,100.00          0.440      9,680.00
S)
21 TEMPORARY RAILING (TYPE K)               M          28.0000     45,360.00                                 1,531.000     42,868.00
22 TEMPORARY CRASH CUSHION MODULE           EA        200.0000     28,000.00                                    98.000     19,600.00
S)
PROGRAM CAS145                                                                                                               PAGE  2
DATE 05/21/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-330714
TIME 09:47 AM                                                                                                        ESTIMATE NO. 16
BID OPENING 12/05/07                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/09
R.E. NAME:  RAMON HOPKINS                                                                            DATE OF THIS ESTIMATE  05/21/09
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
23 ABANDON CULVERT                          EA      4,500.0000    148,500.00                                    11.000     49,500.00
24 REMOVE FENCE                             M           6.0000     52,380.00                                 5,567.800     33,406.80
25 REMOVE MARKER                            EA        250.0000      5,250.00                                     5.000      1,250.00
26 REMOVE FLARED END SECTION                EA      1,000.0000     12,000.00                                    12.000     12,000.00
27 REMOVE YELLOW THERMOPLASTIC TRAFFIC      M           6.0000     18,000.00                                     0.000          0.00
S) STRIPE
28 REMOVE PAINTED TRAFFIC STRIPE            M           2.7500      5,115.00                                   594.000      1,633.50
S)
29 REMOVE PAVEMENT MARKING                  M2         65.0000        780.00                                    17.820      1,158.30
S)
30 REMOVE THERMOPLASTIC PAVEMENT MARKING    M2         35.0000      6,650.00                                     0.000          0.00
S)
31 REMOVE PAVEMENT MARKER                   EA          2.0000      1,060.00                                     0.000          0.00
S)
32 REMOVE ROADSIDE SIGN                     EA        100.0000      1,500.00                                     5.000        500.00
33 REMOVE CULVERT                           M          40.0000     14,000.00        53.700     2,148.00        149.100      5,964.00
34 REMOVE SLOTTED CORRUGATED STEEL PIPE     M          45.0000      6,300.00                                     0.000          0.00
35 REMOVE INLET                             EA      1,500.0000      9,000.00                                     4.000      6,000.00
36 REMOVE HEADWALL                          EA      1,000.0000     17,000.00                                    13.000     13,000.00
37 REMOVE DELINEATOR                        EA         10.0000        510.00                                    18.000        180.00
38 RECONSTRUCT FENCE                        M          30.0000     10,800.00                                     0.000          0.00
S)
39 RECONSTRUCT METAL BEAM GUARD RAILING     M          67.0000    112,560.00                                     0.000          0.00
S)
40 RESET MILEPOST MARKER                    EA         22.0000        176.00                                     0.000          0.00
41 RESET ROADSIDE SIGN                      EA        300.0000        600.00                                     0.000          0.00
42 RELOCATE ROADSIDE SIGN                   EA        300.0000     11,700.00                                     0.000          0.00
43 ADJUST INLET                             EA      1,500.0000      1,500.00                                     0.000          0.00
44 COLD PLANE ASPHALT CONCRETE PAVEMENT     M2          1.2500     42,125.00                                     0.000          0.00
S)
45 REMOVE CONCRETE                          M3         56.0000      6,720.00                                    21.960      1,229.76
46 REMOVE CONCRETE (STRUCTURE)              M3        320.0000     48,000.00                                    28.520      9,126.40
47 CAP INLET                                EA      1,500.0000      7,500.00                                     0.000          0.00
48 CLEARING AND GRUBBING                    LS    180,000.0000    180,000.00                                     0.870    156,600.00
49 DEVELOP WATER SUPPLY                     LS      5,500.0000      5,500.00                                     1.000      5,500.00
PROGRAM CAS145                                                                                                               PAGE  3
DATE 05/21/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-330714
TIME 09:47 AM                                                                                                        ESTIMATE NO. 16
BID OPENING 12/05/07                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/09
R.E. NAME:  RAMON HOPKINS                                                                            DATE OF THIS ESTIMATE  05/21/09
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
50 ROADWAY EXCAVATION                       M3         11.7500  3,125,500.00     1,432.000    16,826.00    181,745.000  2,135,503.75
51 LEAD COMPLIANCE PLAN                     LS      4,000.0000      4,000.00                                     0.500      2,000.00
52 GEOSYNTHETIC REINFORCED EMBANKMENT       M2          0.7000     23,170.00                                32,261.500     22,583.05
53 GEOSYNTHETIC SEPARATOR                   M2          1.5000      6,345.00                                     0.000          0.00
54 STRUCTURE EXCAVATION (CRIB WALL)         M3         28.0000     15,680.00                                     0.000          0.00
55 STRUCTURE EXCAVATION (RETAINING WALL)    M3         23.0000     26,450.00                                   157.550      3,623.65
56 STRUCTURE BACKFILL (SLURRY CEMENT)       M3        130.0000     53,300.00                                    34.460      4,479.80
57 STRUCTURE BACKFILL (CRIB WALL)           M3         25.5000     26,520.00                                     0.000          0.00
58 STRUCTURE BACKFILL (RETAINING WALL)      M3         51.5000     56,135.00                                   287.600     14,811.40
59 PERVIOUS BACKFILL MATERIAL (RETAINING    M3         82.0000      6,560.00                                    23.250      1,906.50
   WALL)
60 SAND BACKFILL                            M3         20.0000      7,000.00                                    90.700      1,814.00
61 DITCH EXCAVATION                         M3         47.5000      7,600.00                                     0.000          0.00
62 HIGHWAY PLANTING                         LS     15,500.0000     15,500.00                                     1.000     15,500.00
S)
63 STRAW (EROSION CONTROL)                  TONN      500.0000     10,000.00                                     6.140      3,070.00
S)
64 PURE LIVE SEED (DRILL SEED)              KG         70.0000     21,000.00                                     0.000          0.00
S) (EROSION CONTROL)
65 EROSION CONTROL (SOD STRIPS)             M          70.0000     18,900.00                                     0.000          0.00
S)
66 FIBER (EROSION CONTROL)                  KG          1.0000     76,400.00                                19,343.000     19,343.00
S)
67 FIBER ROLLS                              M          10.0000     72,200.00                                 3,872.000     38,720.00
68 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA        450.0000      8,100.00                                     3.000      1,350.00
S)
69 PURE LIVE SEED (TYPE 1)(EROSION CONTROL) KG         78.0000     99,840.00                                   389.300     30,365.40
S)
70 PURE LIVE SEED (TYPE 2)(EROSION CONTROL) KG        210.0000      6,090.00                                     1.800        378.00
S)
71 STABILIZING EMULSION (EROSION CONTROL)   KG          3.0000      7,170.00                                   651.000      1,953.00
S)
72 JUTE MESH                                M2          2.4000    167,760.00                                17,806.000     42,734.40
S)
73 PLANT ESTABLISHMENT WORK                 LS     10,000.0000     10,000.00         0.090       900.00          0.850      8,500.00
S)
74 ESTABLISH EROSION CONTROL                LS      5,500.0000      5,500.00                                     0.000          0.00
S)
75 FINISHING ROADWAY                        LS     17,000.0000     17,000.00                                     0.100      1,700.00
76 CLASS 4 AGGREGATE SUBBASE                M3         34.4000  2,370,160.00     3,656.000   125,766.40     30,257.000  1,040,840.80
PROGRAM CAS145                                                                                                               PAGE  4
DATE 05/21/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-330714
TIME 09:47 AM                                                                                                        ESTIMATE NO. 16
BID OPENING 12/05/07                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/09
R.E. NAME:  RAMON HOPKINS                                                                            DATE OF THIS ESTIMATE  05/21/09
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ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
77 CLASS 2 AGGREGATE BASE                   M3         51.5000  2,008,500.00     4,887.000   251,680.50     13,489.700    694,719.55
78 ASPHALT TREATED PERMEABLE BASE           M3        155.0000  1,922,000.00                                     0.000          0.00
79 SEAL RANDOM CRACKS                       LNKM    2,100.0000     25,200.00                                     0.000          0.00
S)
80 ASPHALT CONCRETE                         TONN       85.8900 11,337,480.00                                     0.000          0.00
81 PAVING ASPHALT (BINDER-PAVEMENT          TONN      670.0000     32,160.00                                     0.000          0.00
   REINFORCING FABRIC)
82 PAVEMENT REINFORCING FABRIC              M2          2.5000    149,000.00                                     0.000          0.00
83 PLACE ASPHALT CONCRETE (MISCELLANEOUS    M2         25.5000     46,665.00                                     0.000          0.00
   AREA)
84 PLACE ASPHALT CONCRETE DIKE (TYPE C)     M           5.0000      1,600.00                                     0.000          0.00
85 PLACE ASPHALT CONCRETE DIKE (TYPE D)     M         253.0000     24,794.00                                     0.000          0.00
86 PLACE ASPHALT CONCRETE DIKE (TYPE E)     M           7.5000     90,750.00                                     0.000          0.00
87 PLACE ASPHALT CONCRETE DIKE (TYPE F)     M           7.0000     17,640.00                                     0.000          0.00
88 SHOULDER RUMBLE STRIP                    STA       180.0000     30,600.00                                     0.000          0.00
   (AC, ROLLED-IN INDENTATIONS)
89 SHOULDER RUMBLE STRIP                    STA       125.0000     11,250.00                                     0.000          0.00
   (AC, GROUND-IN INDENTATIONS)
90 ASPHALTIC EMULSION (PAINT BINDER)        TONN      850.0000    173,400.00                                     0.000          0.00
91 STRUCTURAL CONCRETE, RETAINING WALL      M3        650.0000    261,300.00                                   108.610     70,596.50
F)
92 CLASS 1 CONCRETE (BOX CULVERT)           M3        750.0000    630,750.00                                   436.900    327,675.00
F)
93 MINOR CONCRETE (MINOR STRUCTURE)         M3      1,900.0000    486,400.00         9.670    18,373.00        107.950    205,105.00
F)
94 MINOR CONCRETE (BACKFILL)                M3        875.0000    105,000.00                                    48.370     42,323.75
95 REINFORCED CONCRETE CRIB WALL (TYPE C)   M2        880.0000     32,560.00                                     0.000          0.00
F)
96 REINFORCED CONCRETE CRIB WALL (TYPE D)   M2      1,000.0000    151,000.00                                     0.000          0.00
F)
97 BAR REINFORCING STEEL (RETAINING WALL)   KG          2.0000     56,686.00                                 7,431.710     14,863.42
SF)
98 BAR REINFORCING STEEL (BOX CULVERT)      KG          2.0000    214,984.00                                61,427.900    122,855.80
SF)
99 DEER GUARD                               EA     82,000.0000    574,000.00         1.000    82,000.00          2.000    164,000.00
00 FURNISH SINGLE SHEET ALUMINUM SIGN       M2        130.0000      2,860.00                                     0.000          0.00
   (1.6 MM-UNFRAMED)
01 FURNISH SINGLE SHEET ALUMINUM SIGN       M2        150.0000      8,250.00                                     0.000          0.00
   (2.0 MM-UNFRAMED)
02 ROADSIDE SIGN - ONE POST                 EA        300.0000     21,600.00                                     0.000          0.00
03 300 MM ALTERNATIVE PIPE CULVERT          M         600.0000     18,000.00                                    20.140     12,084.00
PROGRAM CAS145                                                                                                               PAGE  5
DATE 05/21/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-330714
TIME 09:47 AM                                                                                                        ESTIMATE NO. 16
BID OPENING 12/05/07                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/09
R.E. NAME:  RAMON HOPKINS                                                                            DATE OF THIS ESTIMATE  05/21/09
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
04 450 MM ALTERNATIVE PIPE CULVERT          M         335.0000    415,400.00        22.500     7,537.50        414.200    138,757.00
05 600 MM ALTERNATIVE PIPE CULVERT          M         350.0000    983,500.00        55.400    19,390.00      1,317.600    461,160.00
06 750 MM ALTERNATIVE PIPE CULVERT          M         675.0000     12,825.00                                     0.000          0.00
07 900 MM ALTERNATIVE PIPE CULVERT          M         580.0000     87,000.00                                    95.600     55,448.00
08 250 MM PLASTIC PIPE                      M         200.0000     70,000.00       110.600    22,120.00        130.600     26,120.00
09 600 MM REINFORCED CONCRETE PIPE          M         450.0000     76,500.00                                   155.740     70,083.00
10 750 MM REINFORCED CONCRETE PIPE          M         575.0000     92,000.00                                   123.800     71,185.00
11 900 MM REINFORCED CONCRETE PIPE          M         675.0000     18,900.00                                     0.000          0.00
12 1350 MM REINFORCED CONCRETE PIPE         M         575.0000     92,000.00                                   122.100     70,207.50
13 1650 MM REINFORCED CONCRETE PIPE         M         900.0000     38,700.00                                    32.940     29,646.00
14 JACKED 600 MM REINFORCED CONCRETE PIPE   M       1,400.0000     88,200.00                                    60.000     84,000.00
   (CLASS II)
15 JACKED 750 MM REINFORCED CONCRETE PIPE   M       1,850.0000    133,200.00                                    31.100     57,535.00
   (CLASS IV)
16 JACKED 1350 MM REINFORCED CONCRETE PIPE  M       2,500.0000    220,000.00                                    29.300     73,250.00
   (CLASS IV)
17 JACKED 1650 MM REINFORCED CONCRETE PIPE  M       3,300.0000    145,200.00                                     0.000          0.00
   (CLASS IV)
18 80 MM PLASTIC PIPE (EDGE DRAIN)          M          10.0000    103,000.00                                     0.000          0.00
19 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET)   M          26.5000     18,815.00                                     0.000          0.00
20 PULL BOX (EDGE DRAIN)                    EA        450.0000     28,800.00                                     0.000          0.00
21 FURNISH AND INSTALL DRAIN PIPE           M          15.5000      3,875.00                                   250.000      3,875.00
   (HORIZONTAL DRAIN)
22 DRILL HOLE (HORIZONTAL DRAIN)            M          50.0000     12,000.00                                   240.000     12,000.00
23 200 MM COLLECTOR SYSTEM                  M          35.0000      2,870.00                                    82.000      2,870.00
   (HORIZONTAL DRAIN)
24 300 MM ENTRANCE TAPER                    EA      2,000.0000      8,000.00                                     0.000          0.00
25 450 MM ENTRANCE TAPER                    EA      2,000.0000     12,000.00                                     0.000          0.00
26 300 MM DOWNDRAIN SLIP JOINT              EA      2,500.0000      2,500.00                                     0.000          0.00
27 300 MM ANCHOR ASSEMBLY                   EA        750.0000        750.00                                     0.000          0.00
28 450 MM ANCHOR ASSEMBLY                   EA        300.0000      2,400.00                                     2.000        600.00
29 600 MM ANCHOR ASSEMBLY                   EA        300.0000      5,400.00                                     1.000        300.00
30 300 MM ALTERNATIVE PIPE DOWNDRAIN        M         200.0000      3,200.00                                     0.000          0.00
PROGRAM CAS145                                                                                                               PAGE  6
DATE 05/21/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-330714
TIME 09:47 AM                                                                                                        ESTIMATE NO. 16
BID OPENING 12/05/07                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/09
R.E. NAME:  RAMON HOPKINS                                                                            DATE OF THIS ESTIMATE  05/21/09
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
31 450 MM ALTERNATIVE PIPE DOWNDRAIN        M         200.0000     11,800.00                                    13.300      2,660.00
32 600 MM ALTERNATIVE PIPE DOWNDRAIN        M         160.0000     41,600.00                                     5.700        912.00
33 900 MM CORRUGATED STEEL PIPE INLET       M       1,300.0000     26,000.00                                    14.500     18,850.00
   (3.51 MM THICK)
34 300 MM ALTERNATIVE FLARED END SECTION    EA      2,400.0000      2,400.00                                     1.000      2,400.00
35 450 MM ALTERNATIVE FLARED END SECTION    EA      2,000.0000     18,000.00                                     4.000      8,000.00
36 600 MM ALTERNATIVE FLARED END SECTION    EA      1,700.0000     73,100.00                                     7.000     11,900.00
37 900 MM ALTERNATIVE FLARED END SECTION    EA      3,500.0000     10,500.00                                     1.000      3,500.00
38 ROCK SLOPE PROTECTION (LIGHT, METHOD B)  M3        200.0000    150,000.00        22.400     4,480.00        182.100     36,420.00
39 ROCK SLOPE PROTECTION                    M3        176.0000    204,160.00        50.100     8,817.60        760.440    133,837.44
   (BACKING NO. 2, METHOD B)
40 ROCK SLOPE PROTECTION (1/4T, METHOD B)   M3        150.0000    162,000.00                                 1,101.200    165,180.00
41 CONCRETE (SLOPE PROTECTION)              M3        650.0000     28,600.00                                     0.000          0.00
42 CONCRETE (DITCH LINING)                  M3        600.0000    168,000.00                                   242.180    145,308.00
43 CONCRETE (CONCRETE APRON)                M3        750.0000      9,750.00                                     7.510      5,632.50
44 ROCK SLOPE PROTECTION FABRIC             M2          1.1800      5,463.40       196.500       231.87      2,438.120      2,876.98
45 MINOR CONCRETE (MAIL BOX PAD)            M2        350.0000      2,800.00                                     0.000          0.00
46 MINOR CONCRETE (GUTTER)                  M3      1,300.0000     11,700.00                                     0.000          0.00
47 MISCELLANEOUS IRON AND STEEL             KG          3.5000     73,748.50       875.000     3,062.50      6,540.000     22,890.00
SF)
48 FENCE (TYPE BW, 5 STRAND, METAL POST)    M          12.0000     97,680.00                                 2,675.000     32,100.00
S)
49 FENCE (TYPE WM, MODIFIED)                M          23.0000    179,630.00                                 2,023.000     46,529.00
S)
50 CHAIN LINK FENCE (TYPE CL-2.1)           M          53.0000     76,850.00                                     0.000          0.00
S)
51 1.8 M CHAIN LINK GATE (TYPE CL-2.1)      EA      1,000.0000      8,000.00                                     0.000          0.00
S)
52 4.9 M CHAIN LINK GATE (TYPE CL-2.1)      EA        500.0000      9,500.00                                     0.000          0.00
S)
53 SURVEY MONUMENT                          EA        350.0000     10,150.00                                     0.000          0.00
54 DELINEATOR (CLASS 1)                     EA         32.0000      2,400.00                                     0.000          0.00
55 GUARD RAILING DELINEATOR                 EA         16.0000      1,760.00                                     0.000          0.00
56 OBJECT MARKER                            EA         41.0000      2,501.00                                     0.000          0.00
57 METAL BEAM GUARD RAILING (STEEL POST)    M          75.0000    121,500.00                                     0.000          0.00
S)
PROGRAM CAS145                                                                                                               PAGE  7
DATE 05/21/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-330714
TIME 09:47 AM                                                                                                        ESTIMATE NO. 16
BID OPENING 12/05/07                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/09
R.E. NAME:  RAMON HOPKINS                                                                            DATE OF THIS ESTIMATE  05/21/09
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
58 VEGETATION CONTROL (MINOR CONCRETE)      M2         50.0000    161,500.00                                     0.000          0.00
59 CABLE RAILING                            M           3.0000        480.00                                     0.000          0.00
60 TRANSITION RAILING (TYPE WB)             EA      3,200.0000     22,400.00                                     0.000          0.00
S)
61 END ANCHOR ASSEMBLY (TYPE SFT)           EA      1,000.0000     13,000.00                                     0.000          0.00
S)
62 ALTERNATIVE FLARED TERMINAL SYSTEM       EA      1,500.0000     34,500.00                                     0.000          0.00
S)
63 CONCRETE BARRIER (TYPE 732A)             M         275.0000      9,625.00                                     0.000          0.00
64 CONCRETE BARRIER (TYPE 732B)             M         275.0000     24,200.00        56.200    15,455.00         56.200     15,455.00
65 THERMOPLASTIC PAVEMENT MARKING           M2         23.0000     17,020.00                                     0.000          0.00
S)
66 THERMOPLASTIC TRAFFIC STRIPE             M           0.5000     30,600.00                                     0.000          0.00
S) (SPRAYABLE)
67 PAINT TRAFFIC STRIPE (2-COAT)            M           0.3800     15,238.00                                   790.000        300.20
S)
68 PAINT PAVEMENT MARKING (2-COAT)          M2         38.0000      7,600.00                                    11.700        444.60
S)
69 PAVEMENT MARKER (NON-REFLECTIVE)         EA          1.5000      8,160.00                                     0.000          0.00
S)
70 PAVEMENT MARKER (RETROREFLECTIVE)        EA          3.5000     26,285.00                                     0.000          0.00
S)
71 TRAFFIC MONITORING STATION               LS     36,000.0000     36,000.00                                     0.200      7,200.00
S)
72 MODIFY LIGHTING                          LS     53,000.0000     53,000.00                                     0.390     20,670.00
S)
PROGRAM CAS145                                                                                                               PAGE  8
DATE 05/21/09                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               05-330714
TIME 09:47 AM                                                                                                        ESTIMATE NO. 16
BID OPENING 12/05/07                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 05/20/09
R.E. NAME:  RAMON HOPKINS                                                                            DATE OF THIS ESTIMATE  05/21/09
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT     ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES     AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOUNT
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                              591,888.37                7,551,794.13
         ADJUSTMENT OF COMPENSATION                                                             1,234.80                   17,942.79
         EXTRA WORK                                                                             9,872.83                  372,106.11
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                               602,996.00                7,941,843.03
73 MOBILIZATION                             LS     20,000.0000     20,000.00                                     0.950     19,000.00
         ORIGINAL CONTRACT AMOUNT                              30,944,304.90
    TOTAL WORK COMPLETED                                                                      602,996.00                7,960,843.03
         MATERIALS ON HAND ON SITE                                                                                        972,920.00
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                 -147,450.00
    TOTAL                                                                                     602,996.00                8,786,313.03
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                                                    MAXIMUM       CONTRACT        OVERBID
                                                     VALUE          PRICE         AMOUNT
001 PROGRESS SCHEDULE (CRITICAL PATH METHOD)       5,000.00      29,500.00      24,500.00
048 CLEARING AND GRUBBING                         40,000.00     180,000.00     140,000.00
051 LEAD COMPLIANCE PLAN                           2,000.00       4,000.00       2,000.00
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
  02/08/08     540   04/03/08  04/03/08  08/10/10       235         47            0           0          PLANT ESTABLISHMENT PERI
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                                 UNSATIS PROGRESS OVERRIDEN BECAU
                                                                                                         W H Y ... W H Y ... W H
                                                                                  RAMON HOPKINS
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                      PAGE 17
     DATE 05/21/09