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 06/22/06 EST. NO.34 TIME 01:18 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 0843 104.94 E.W. @ F.A.(+) 041806 Y 3328.0 0848 110.69 050506 Y 3350.0 0852 275.89 050306 Y 3354.0 0857 150.42 050506 Y 3359.0 0860 136.83 051106 Y 3377.0 0861 377.66 051106 Y 3378.0 0864 371.34 051006 Y 3381.0 0867 275.89 050206 Y 3384.0 0872 113.48 050906 Y 3390.0 0876 1,011.16 051006 Y 3397.0 0877 1,035.01 051106 Y 3398.0 0879 295.06 051506 Y 3414.0 0880 761.79 030906 Y 3415.0 0881 391.26 051906 Y 3419.0 0882 601.67 051706 Y 3418.0 0883 947.34 051306 Y 3421.0 0884 663.21 051506 Y 3423.0 0885 206.47 051506 Y 3424.0 0886 653.62 051606 Y 3425.0 0887 116.16 051606 Y 3426.0 0888 663.21 051706 Y 3427.0 0889 116.16 051706 Y 3428.0 0890 663.21 051806 Y 3429.0 0891 663.21 051906 Y 3430.0 0892 141.30 051806 Y 3438.0 0893 205.39 051806 Y 3439.0 0898 663.21 052506 Y 3506.0 0899 54.36 052406 Y 3507.0 0900 57.20 052306 Y 3508.0 0901 214.29 052006 Y 3509.0 0902 146.60 032206 Y 3510.0 0903 53.42 032406 Y 3511.0 0904 663.21 052606 Y 3512.0 0905 993.44 052406 Y 3514.0 0906 663.21 052306 Y 3515.0 0907 913.01 052306 Y 3516.0 0908 684.06 052206 Y 3517.0 0909 557.03 053006 Y 3526.0 0910 115.41 053006 Y 3527.0 0911 663.21 060206 Y 3528.0 0912 663.21 060106 Y 3537.0 0913 663.21 053106 Y 3538.0 0914 663.21 053006 Y 3539.0 0915 603.71 053006 Y 3540.0 0916 384.91 053106 Y 3550.0 0917 712.19 060106 Y 3551.0 0918 663.21 060706 Y 3557.0 0919 663.21 060806 Y 3558.0 0920 663.21 060606 Y 3559.0 0921 663.21 060506 Y 3567.0 0922 212.26 060706 Y 3568.0 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 06/22/06 EST. NO.34 TIME 01:18 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0923 271.01 060806 Y 3569.0 0924 663.21 060906 Y 3570.0 0925 84.38 060906 Y 3571.0 0926 367.77 060706 Y 3574.0 002 0077 1,386.70 E.W. @ F.A.(+) 011306 Y 3482.0 003 0014 2,788.65 E.W. @ F.A.(+) 042506 Y 3394.0 004 0033 1,325.00 E.W. @ F.A.(+) 041906 Y 3441.0 005 0021 19,084.89 A.C. @ U.P.(+) 060906 N 0021 0 0022 30.31 060906 N 22 0 0023 13,299.16 060906 N 23 0 0024 5,327.99 061506 N 0024 0 006 0489 58.40 E.W. @ F.A.(+) 050206 Y 3337.0 0490 75.59 050106 Y 3346.0 0491 521.39 051506 Y 3409.0 0492 324.21 051606 Y 3410.0 0493 289.45 051306 Y 3411.0 0494 281.75 051206 Y 3412.0 0495 37.14 051506 Y 3436.0 0496 256.62 051506 Y 3437.0 0497 80.80 052306 Y 3469.0 0498 255.01 032406 Y 3470.0 0499 102.85 052506 Y 3504.0 0500 456.51 052406 Y 3505.0 0501 656.19 053006 Y 3529.0 008 0003 328.99 E.W. @ F.A.(+) 051506 Y 3479.0 009 0238 550.48 E.W. @ F.A.(+) 042106 Y 3311.0 0239 1,865.47 031706 N 3312 0 0240 1,717.24 032006 N 3313 0 0241 1,323.94 032406 N 3315 0 0242 942.67 041306 N 3316 0 0244 570.73 042706 N 3322 0 011 0104 1,072.28 E.W. @ F.A.(+) 050506 Y 3312.0 0105 870.40 051206 Y 3393.0 0106 924.40 051906 Y 3440.0 0107 662.80 052606 Y 3475.0 0108 768.00 042106 Y 3224.0 0109 920.80 042806 Y 3263.0 0110 680.80 060206 Y 3548.0 013 0078 95.51 E.W. @ F.A.(+) 051806 Y 3434.0 0079 95.51 051506 Y 3435.0 0080 95.51 052506 Y 3503.0 014 0149 309.32 E.W. @ F.A.(+) 041006 N 3407.0 018 0014 891.47 E.W. @ F.A.(+) 051306 Y 3422.0 019 0032 57.50 E.W. @ F.A.(+) 060106 Y 3541.0 022 0092 236.06 E.W. @ F.A.(+) 051106 Y 3373.0 0093 300.85 050106 Y 3358.0 027 0120 185.98 E.W. @ F.A.(+) 052406 Y 3474.0 0121 182.67 042406 N 3319 0 0122 282.90 042006 Y 3208.1 0123 525.36 060606 Y 3565.0 0124 233.14 060506 Y 3566.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 06/22/06 EST. NO.34 TIME 01:18 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 031 0133 692.04 E.W. @ F.A.(+) 050106 Y 3362.0 0135 256.49 050206 Y 3364.0 0136 432.39 050806 Y 3405.0 0138 326.69 051706 Y 3413.0 0142 589.22 060106 Y 3525.0 0144 451.39 051806 Y 3545.0 032 0092 105.07 E.W. @ F.A.(+) 052406 Y 3502.0 0093 1,292.96 051706 Y 3518.0 0094 912.08 060906 Y 3560.0 0095 778.00 060906 Y 3563.0 042 0005 32,049.22 E.W. @ L.S.(+) 060706 N 0005 0 046 0264 517.06 E.W. @ F.A.(+) 041806 Y 3230.1 0266 2,208.40 050906 Y 3372.0 0270 714.20 051806 Y 3420.0 0271 142.31 051706 Y 3432.0 0272 540.00 051506 Y 3433.0 0274 774.02 052006 Y 3501.0 0275 6,463.84 113005 N 3524.0 0276 20.15 012606 Y 2658.1 0277 789.74 060206 Y 3530.0 0278 3,284.85 060106 Y 3536.0 0279 594.25 051806 Y 3549.0 0280 2,459.19 060106 Y 3553.0 0282 1,303.32 060706 Y 3573.0 053 0001 30,703.43 E.W. @ U.P (+) 061306 N 0001 0 066 0001 781.21 E.W. @ L.S.(+) 060706 N 0001 0 079 0064 142.31 E.W. @ F.A.(+) 051206 Y 3402.0 0065 100.23 051506 Y 3431.0 0066 763.86 052406 Y 3499.0 0067 9,125.89 112105 N 3519 0 0068 28,125.39 112105 N 3520.0 0077 12,713.12 081805 N 2137.1 0078 588.50 081905 N 2138.1 082 0084 540.48 E.W. @ F.A.(+) 032306 Y 3496.0 0087 318.20 053106 Y 3535.0 0088 2,472.13 053106 Y 3554.0 0090 641.54 060606 Y 3562.0 088 0058 832.10 A.C. @ F.A.(+) 062005 Y 3442.0 0059 1,718.56 061705 Y 3443.0 094 0080 2,528.36 A.C. @ F.A.(+) 083005 Y 1925.1 0081 2,077.23 083105 Y 1927.1 0082 2,215.72 090105 Y 1928.1 0083 1,384.83 090205 Y 1930.1 0084 1,327.98 090605 Y 1932.1 0085 350.34 092105 Y 2068.1 0086 415.45 092205 Y 2069.1 0087 934.23 092805 Y 2084.1 0088 934.23 092905 Y 2089.1 0090 56,386.79 091505 Y 3307.0 0091 992.06 101905 Y 2227.1 095 0005 667.00 A.C. @ L.S.(+) 062006 N 0005 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 06/22/06 EST. NO.34 TIME 01:18 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 106 0001 171.65 E.W. @ F.A.(+) 050906 Y 3449.0 135 0002 396.36 E.W. @ F.A.(+) 050306 Y 3340.0 149 0048 3,135.32 E.W. @ F.A.(+) 102605 Y 2311 0 0049 26.97 102605 Y 2311.2 158 0002 25,455.65 E.W. @ L.S.(+) 062006 N 0002 0 166 0001 685.08 E.W. @ F.A.(+) 020706 Y 3575.0 175 0002 1,426.64 E.W. @ F.A.(+) 032006 N 3576 0 186 0029 752.47 E.W. @ F.A.(+) 052606 Y 3497.0 0030 452.84 053006 Y 3533.0 187 0024 530.10 E.W. @ F.A.(+) 011306 Y 2835.2 192 0013 221.37 E.W. @ F.A.(+) 051106 Y 3367.0 0014 560.03 051106 Y 3403.0 193 0001 40,315.95 A.C. @ L.S.(+) 060706 N 0001 0 197 0003 20,000.00 A.C. @ L.S.(+) 061606 N 0003 0 200 0001 902.88 E.W. @ F.A.(+) 011006 Y 3329.0 0003 1,707.04 112305 Y 3483.0 0004 1,666.58 112805 Y 3484.0 0005 1,952.78 120705 Y 3485.0 0006 351.00 120705 Y 3486.0 0007 580.75 120805 Y 3487.0 0008 3,335.87 120805 Y 3488.0 0009 1,565.02 121205 Y 3489.0 0010 1,928.01 121305 Y 3490.0 0011 414.47 020206 Y 3491.0 0012 231.61 020306 Y 3492.0 0014 420.17 021006 Y 3494.0 202 0001 228.87 E.W. @ F.A.(+) 050206 Y 3335.0 0002 228.87 050106 Y 3336.0 214 0001 4,798.95 E.W. @ U.P (+) 060706 N 0001 0 221 0001 6,730.02 E.W. @ F.A.(+) 011706 N 3366.0 0002 463.58 011706 Y 3331.0 0003 1,163.79 011306 Y 3332.0 0004 476.26 011606 Y 3333.0 240 0001 2,902.67 E.W. @ F.A.(+) 041206 Y 3417.0 0002 5,198.23 033006 Y 3444.0 0003 2,167.90 032706 Y 3445.0 0005 731.61 032406 Y 3447.0 440,520.74 TOTAL THIS ESTIMATE 18,344,235.64 TOTAL PREVIOUS ESTIMATE 18,784,756.38 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 06/22/06 EST. NO.34 TIME 01:18 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED GRADATION -309.60 03 CONC NON-COMPLIANCE -28,270.36 04 CIDH PILES FOR BENTS -30,000.00 05 BENT 2 & 11 CONCRETE -17,221.99 06 BENT 9 CIDH CONCRETE -2,369.60 06 CONC. NON-COMPLIANCE 28,270.36 06 AC @ RIVERCREST -4,518.53 07 BENT 10 & 11 @ NWC C -40,672.42 07 BENT 2 @ CCD CONCRET -16,024.45 07 BENT 10 & 11 NWC C 40,672.42 08 BENT 10 PILE -24,309.56 08 BENT 11 @ NWC -16,362.86 08 BENT 11 ANOMALY PE 5 25,000.00 08 BENT 2 @ CCD CONCRET 16,024.45 08 BENT 12 ANOMALY -5,175.60 09 BENT 7 NW CONN CIDH -4,656.00 10 BENT 8 NW CONN CIDH -10,658.00 10 BENT 4 CIDH ANOMALIE -35,943.69 11 FAILED AGGREGATES -941.04 11 MISSING CONC CERTS -35,234.00 11 BENT 15 NWC CIDH ANO -16,578.80 12 BENT 17 NWC FAIL AG -1,152.00 12 BENT #16 NWC CIDH AN -53,724.07 14 BENT 17 NWC OF AGGRE -769.04 16 BENT 25 NWC OF AGGRE -1,879.20 16 MISSING CONC CERTS 35,234.00 16 SWPPP VIOLATION -1,255,718.19 16 SWPPP VIOLATION 1,255,718.19 17 CONC. ROCK POCKETS -40,120.00 18 PCCP AG-OUT OF COMP. -390.54 20 SHOTCRETE -89,250.00 20 CONC @ RW 47D -220.18 21 ROCK POCK RW 215-21A -6,083.55 21 SHOTCRETE 89,250.00 21 CIDH BENT 24 NW CONN -13,938.97 22 NWC, FR-2 - MTL SPEC -1,800.00 23 NWC, FR-3 - MTL SPEC -1,649.00 23 B10 CIDH SE CONNECTR -8,056.00 24 FAILED PCCP -44,244.90 24 LCB/PCCP NON-COMPL. -4,345.98 24 OVERDUE MISSION CLOS -20,800.00 24 CONC FOR MSE PANELS -1,328.37 27 ABUT 28 FTG NWC -208.80 28 ROCK POCK RW215-219 340.00 28 ROCK POCK RW215-219 39,780.00 29 CPM SCHEDULE -900,000.00 31 LATE OPENING OF CLOS -5,200.00 31 NW & SE CONN -19,209.48 31 RW215-201, REJECTED -41,480.00 31 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 06/22/06 EST. NO.34 TIME 01:18 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- CPM SCHEDULE 900,000.00 32 NWC BACK TO SPECS 3,657.80 32 SWC CIDH PILES 8,056.00 32 RW215-201 RETURN 41,480.00 34 41,480.00 -317,331.55 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 02 MISSING PAYROLL -10,000.00 03 MISSING DOCUMENTS 10,000.00 06 MISSING PAYROLL 10,000.00 06 MISSING DOCUMENTS -5,000.00 12 MISSING DOCUMENTS -5,000.00 16 MISSING DOCUMENTS 10,000.00 22 MISSING DOCUMENTS -10,000.00 23 MISSING PAYROLLS -10,000.00 24 RELEASE LCV 10,000.00 34 10,000.00 -10,000.00 TOTAL DEDUCTIONS 51,480.00 -327,331.55 PROGRAM CAS145 PAGE 1 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 LOCATION PROGRESS ESTIMATE 08-RIV-215-R37.7/43.9 ----------------- 08-RIV-91-20.3/21.6 WASHINGTON/OBAYASHI IN RIVERSIDE COUNTY IN RIVERSIDE 08-RIV-60-11.5/13.7 P.O. BOX 600 AND MORENO VALLEY AT VARIOUS HIGHLAND, CA 92346 LOCATIONS FED. AID NO. ACNH-215 -1(219)92N,I-215 -1(219)92N,ACNH-X065(80)N WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CHANGEABLE MESSAGE SIGN SYSTEM LS 110,000.0000 110,000.00 0.000 0.00 02 COMMUNICATIONS HUB ASSEMBLY LS 255,000.0000 255,000.00 0.000 0.00 03 MICROWAVE WIRELESS DETECTION SENSOR EA 15,000.0000 90,000.00 0.000 0.00 SYSTEM 04 COMMUNICATION HUB STRUCTURE LS 30,000.0000 30,000.00 0.000 0.00 05 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.018 14,400.00 0.342 273,600.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.025 500.00 0.775 15,500.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 20.000 138,000.00 527.000 3,636,300.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 62.040 1,551.00 5,530.960 138,274.00 09 TEMPORARY FENCE (TYPE ESA) M 75.0000 132,000.00 0.000 0.00 10 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 500,000.0000 500,000.00 0.700 350,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.567 56,700.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.740 740,000.00 S) 14 TYPE II BARRICADE EA 35.0000 3,255.00 46.000 1,610.00 S) 15 TYPE III BARRICADE EA 65.0000 3,705.00 119.000 7,735.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 22.710 681.30 635.020 19,050.60 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 5,767.150 3,748.65 146,260.200 95,069.13 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 60.000 1,680.00 1,932.000 54,096.00 S) 19 FLASHING BEACON (PORTABLE) EA 1,200.0000 9,600.00 2.000 2,400.00 S) 20 TEMPORARY PAVEMENT MARKER EA 3.5000 140,700.00 557.000 1,949.50 33,876.000 118,566.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 66,000.00 6.200 37,200.00 S) 22 TEMPORARY RAILING (TYPE K) M 24.0000 1,660,800.00 471.100 11,306.40 46,533.710 1,116,809.04 S) PROGRAM CAS145 PAGE 2 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 140.0000 201,600.00 35.000 4,900.00 1,705.000 238,700.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 350.600 946.62 31,104.500 83,982.15 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 13.000 13,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 1,153.730 33,458.17 27 OBLITERATE SURFACING M2 1.3000 176,800.00 15,322.930 19,919.81 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 140.000 2,380.00 10,818.920 183,921.64 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 6,315.790 138,947.38 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 46,962.830 70,444.25 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 67.970 135.94 20,218.570 40,437.14 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 1,846.690 2,770.04 33,518.750 50,278.13 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 5.850 175.50 382.020 11,460.60 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 708.000 708.00 22,677.000 22,677.00 36 REMOVE ROADSIDE SIGN EA 100.0000 39,000.00 40.000 4,000.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 2.000 6,000.00 40.500 121,500.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 0.000 0.00 39 REMOVE PIPE M 70.0000 243,600.00 1,707.750 119,542.50 40 REMOVE INLET EA 540.0000 64,800.00 53.000 28,620.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 36.000 19,440.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 16.000 11,200.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 1,273.020 29,279.46 44 REMOVE CONCRETE DECK SURFACE M2 25.0000 2,125.00 0.000 0.00 45 REMOVE DELINEATOR EA 15.0000 1,500.00 0.000 0.00 46 SALVAGE FENCE (CHAIN LINK) M 20.0000 128,000.00 530.000 10,600.00 47 SALVAGE METAL BEAM GUARD RAILING M 25.0000 22,250.00 388.320 9,708.00 48 RECONSTRUCT CHAIN LINK FENCE M 40.0000 6,800.00 14.000 560.00 49 RESET MARKER EA 40.0000 560.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RESET ROADSIDE SIGN EA 150.0000 25,500.00 12.000 1,800.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 49.000 12,250.00 52 ADJUST PIPE INLET TO GRADE EA 1,000.0000 2,000.00 0.000 0.00 53 MODIFY INLET EA 1,000.0000 3,000.00 0.000 0.00 54 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 119,200.00 24,228.270 38,765.23 S) (45 MM MAXIMUM) 55 REMOVE CONCRETE (CHANNEL) M3 75.0000 84,000.00 612.640 45,948.00 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 2,088.200 73,087.00 57 PREPARE CONCRETE BRIDGE DECK SURFACE M2 40.0000 1,720.00 0.000 0.00 58 CLEAN BRIDGE DECK M2 3.0000 32,280.00 0.000 0.00 59 REMOVE CONCRETE STAIRWAY LS 1,000.0000 1,000.00 1.000 1,000.00 60 REMOVE CONCRETE (MISCELLANEOUS) M3 50.0000 58,000.00 1,747.470 87,373.50 61 REMOVE SOUND WALL M2 20.0000 78,200.00 2,690.810 53,816.20 62 CAP INLET EA 500.0000 22,500.00 7.000 3,500.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 0.000 0.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.676 439,400.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.362 36,200.00 66 PUMP STATION REMOVAL LS 18,000.0000 18,000.00 0.500 9,000.00 67 CLEARING AND GRUBBING LS 170,000.0000 170,000.00 1.000 170,000.00 68 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.010 1,000.00 0.914 91,400.00 69 BINDER (DUST PALLIATIVE) TONN 2,650.0000 132,500.00 0.000 0.00 70 ROADWAY EXCAVATION M3 12.0900 8,487,180.00 1,301.130 15,730.66 348,504.260 4,213,416.50 71 LEAD COMPLIANCE PLAN LS 30,000.0000 30,000.00 1.000 30,000.00 72 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 2,392,500.00 440.000 33,000.00 21,832.000 1,637,400.00 F) 73 STRUCTURE EXCAVATION (TYPE D) M3 15.0000 9,750.00 261.000 3,915.00 F) 74 STRUCTURE EXCAVATION (PUMPING PLANT) M3 45.0000 47,700.00 1,060.000 47,700.00 F) 75 STRUCTURE BACKFILL (PUMPING PLANT) M3 40.0000 22,400.00 544.000 21,760.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 2,268,090.00 242.700 7,281.00 73,688.900 2,210,667.00 F) PROGRAM CAS145 PAGE 4 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 1,090,000.00 67.000 3,350.00 8,848.000 442,400.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 4,206.000 147,210.00 38,474.200 1,346,597.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 52.000 1,820.00 222.300 7,780.50 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 442.630 30,984.10 81 DITCH EXCAVATION M3 20.0000 50,000.00 656.710 13,134.20 1,459.860 29,197.20 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 5,358.000 1,419,870.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 25,789.000 1,186,294.00 F) 84 IMPORTED BORROW M3 0.0100 2,650.00 2,568.100 25.68 85 HIGHWAY PLANTING LS 220,000.0000 220,000.00 0.124 27,280.00 0.231 50,820.00 S) 86 ROCK BLANKET (TYPE 1) M2 56.0000 1,568,000.00 0.000 0.00 S) 87 INTERLOCKING PAVERS M2 75.0000 40,500.00 0.000 0.00 S) 88 EROSION CONTROL (BLANKET) M2 4.0000 20,800.00 0.000 0.00 89 STRAW (EROSION CONTROL) TONN 370.0000 118,400.00 9.562 3,537.94 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 3,824.900 3,251.17 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 71.720 5,379.00 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 717.200 896.50 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 478.100 1,099.63 S) 94 TRANSPLANT PALM TREE EA 1,850.0000 33,300.00 0.000 0.00 95 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.103 19,570.00 0.298 56,620.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 302.430 45,364.50 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 12.000 1,020.00 560.900 47,676.50 S) (1.63 MM THICK) 99 300 MM WELDED STEEL PIPE CONDUIT M 155.0000 24,800.00 0.000 0.00 S) (6.35 MM THICK) 00 EXTEND 300 MM CONDUIT M 220.0000 7,700.00 0.000 0.00 S) 01 MAINTENANCE VEHICLE PULLOUT EA 3,500.0000 112,000.00 0.000 0.00 02 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 03 CLASS 1 AGGREGATE SUBBASE M3 32.0000 2,892,800.00 128.300 4,105.60 26,639.574 852,466.37 PROGRAM CAS145 PAGE 5 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 2 AGGREGATE BASE M3 40.0000 2,912,000.00 325.100 13,004.00 27,502.805 1,100,112.20 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 0.000 0.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 15.000 2,010.00 5,480.650 734,407.10 07 ASPHALT TREATED PERMEABLE BASE M3 105.0000 57,750.00 753.110 79,076.55 08 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 375.0000 4,125.00 0.000 0.00 09 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 75.0000 96,000.00 0.000 0.00 10 ASPHALT CONCRETE (TYPE B) TONN 50.0000 20,000.00 18.620 931.00 11 ASPHALT CONCRETE (TYPE A) TONN 44.5000 9,033,500.00 2,335.180 103,915.51 76,075.430 3,385,356.64 12 ASPHALT CONCRETE (OPEN GRADED) TONN 42.5000 1,075,250.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 512,600.00 180.000 3,960.00 1,018.810 22,413.82 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 2,253.050 9,012.20 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 0.000 0.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 85.070 16,078.23 6,551.770 1,238,284.53 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 403.280 76,623.20 18 REPLACE CONCRETE PAVEMENT M3 830.0000 1,369,500.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 6.1000 305,000.00 1,337.530 8,158.93 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 475.800 8,088.60 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 80.000 800.00 S) PAVEMENT 22 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 310.0000 230,020.00 -202.520 -62,781.20 1,020.750 316,432.50 S) PILING 23 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 475.0000 539,125.00 1,185.800 563,255.00 S) PILING 24 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,440.0000 197,640.00 0.000 0.00 S) PILING 25 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 5,380,000.00 1,068.550 5,342,750.00 S) PILING 26 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,960.0000 425,320.00 204.200 400,232.00 S) PILING 27 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 207,200.00 76.900 215,320.00 S) PILING 28 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 189,000.00 44.820 188,244.00 S) PILING 29 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,180.0000 825,700.00 132.440 950,919.20 S) PILING 30 FURNISH PILING (CLASS 625) M 63.0000 109,494.00 1,573.810 99,150.03 (ALTERNATIVE X) PROGRAM CAS145 PAGE 6 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRIVE PILE (CLASS 625) EA 1,500.0000 195,000.00 129.000 193,500.00 S) (ALTERNATIVE X) 32 FURNISH PILING (CLASS 625) M 105.0000 124,425.00 558.000 58,590.00 (ALTERNATIVE V) 33 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,500.0000 136,500.00 104.000 156,000.00 S) 34 300 MM CAST-IN-DRILLED-HOLE CONCRETE M 275.0000 33,000.00 0.000 0.00 S) PILING (SOUND WALL) 35 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 484,000.00 3,797.125 417,683.75 S) PILING (SOUND WALL) 36 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 315.0000 66,150.00 202.520 63,793.80 272.520 85,843.80 S) PILING (TYPE 5 MODIFIED) 37 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2000,000.0000 2,000,000.00 0.094 188,000.00 0.401 802,000.00 S) 38 TIEBACK ANCHOR EA 2,600.0000 566,800.00 180.000 468,000.00 S) 39 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 175.0000 885,500.00 111.000 19,425.00 3,898.800 682,290.00 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 1,853.000 824,585.00 25,512.000 11,352,840.00 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 1,400.300 476,102.00 17,460.300 5,936,502.00 F) 42 STRUCTURE CONCRETE (PUMPING PLANT) M3 700.0000 140,000.00 194.000 135,800.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 300.0000 336,000.00 957.000 287,100.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 79.000 37,920.00 434.470 208,545.60 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 0.000 0.00 (TYPE R) 46 JACKING SUPERSTRUCTURE LS 20,000.0000 20,000.00 0.000 0.00 47 CLASS A CONCRETE (STRUCTURE) M3 380.0000 1,447,800.00 11.730 4,457.40 1,477.330 561,385.40 48 CLASS 3 CONCRETE (BACKFILL) M3 180.0000 72,000.00 -6.430 -1,157.40 400.000 72,000.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 1,341,000.00 15.170 13,653.00 473.969 426,572.10 F) 50 MINOR CONCRETE (STAIRWAY) M3 1,200.0000 55,200.00 51.000 61,200.00 F) 51 PAVING NOTCH EXTENSION M3 8,700.0000 95,700.00 0.000 0.00 52 PLASTER FINISH M2 190.0000 15,770.00 83.000 15,770.00 F) 53 FRACTURED RIB TEXTURE M2 75.0000 790,500.00 7,592.000 569,400.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 812.000 69,020.00 3,872.000 329,120.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 3,989.000 299,175.00 F) 56 BEAR RELIEF TEXTURE M2 195.0000 90,675.00 465.000 90,675.00 F) 57 DRILL AND BOND DOWEL M 65.0000 39,000.00 477.450 31,034.25 PROGRAM CAS145 PAGE 7 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,200.0000 202,800.00 38.000 197,600.00 S) GIRDER (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,600.0000 336,600.00 33.000 217,800.00 S) GIRDER (10 M - 15 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 494,000.00 0.000 0.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 7.000 53,900.00 S) GIRDER (20 M - 25 M) 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 66,500.00 0.000 0.00 S) GIRDER (25 M - 30 M) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 98,000.00 0.000 0.00 S) GIRDER (30 M - 35 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 337,400.00 78.000 109,200.00 S) GIRDER 65 REFINISH BRIDGE DECK M2 200.0000 4,200.00 0.000 0.00 66 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 7,500.00 0.000 0.00 67 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 3,225.00 0.000 0.00 F) 68 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 130.0000 1,564,420.00 4,098.000 532,740.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 385.000 44,275.00 SF) 70 PTFE SPHERICAL BEARING EA 5,500.0000 99,000.00 2.000 11,000.00 S) 71 MASONRY BLOCK WALL M2 125.0000 13,750.00 55.000 6,875.00 SF) 72 JOINT SEAL (MR 30 MM) M 125.0000 39,375.00 0.000 0.00 S) 73 JOINT SEAL ASSEMBLY (MR 70 MM) M 410.0000 5,740.00 0.000 0.00 S) 74 JOINT SEAL ASSEMBLY (MR 80 MM) M 435.0000 23,055.00 0.000 0.00 S) 75 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 94,500.00 0.000 0.00 S) 76 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,100.0000 29,400.00 0.000 0.00 S) 77 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,000.0000 330,000.00 0.000 0.00 S) 78 JOINT SEAL (MR 40 MM) M 155.0000 38,750.00 0.000 0.00 S) 79 JOINT SEAL (MR 50 MM) M 175.0000 107,625.00 145.000 25,375.00 S) 80 BAR REINFORCING STEEL KG 1.2000 326,730.00 1,002.500 1,203.00 164,088.210 196,905.85 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 373,089.000 492,477.48 6,491,183.780 8,568,362.59 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 132,331.000 191,879.95 1,559,229.000 2,260,882.05 SF) 83 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.2000 35,400.00 30,218.000 36,261.60 SF) 84 SHOTCRETE M3 425.0000 808,775.00 1,231.000 523,175.00 F) PROGRAM CAS145 PAGE 8 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ASPHALT MEMBRANE WATERPROOFING M2 80.0000 3,280.00 0.000 0.00 SF) 86 TREAT BRIDGE DECK M2 4.0000 43,020.00 0.000 0.00 F) 87 FURNISH BRIDGE DECK TREATMENT MATERIAL L 38.0000 166,326.00 0.000 0.00 (LOW ODOR) 88 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.5000 20,800.00 0.000 0.00 SF)WITH WALKWAY) 89 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.5000 11,200.00 0.000 0.00 SF)WITH WALKWAY) 90 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.6000 1,542,978.00 0.000 0.00 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 0.000 0.00 SF) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 323,498.00 0.000 0.00 SF) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 56,117.00 0.000 0.00 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 804,000.00 47.300 56,760.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 34.450 51,675.00 S) CONCRETE PILE (SIGN FOUNDATION) 96 METAL (BARRIER MOUNTED SIGN) KG 13.5000 75,870.00 0.000 0.00 97 ROADSIDE SIGN - ONE POST EA 235.0000 72,850.00 24.000 5,640.00 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 0.000 0.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 5.000 575.00 METHOD) 00 INSTALL SIGN PANEL ON EXISTING FRAME M2 90.0000 6,300.00 0.000 0.00 01 PREPARE AND PAINT CONCRETE M2 21.5000 213,688.50 0.000 0.00 F) 02 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 156,800.00 6.100 976.00 170.980 27,356.80 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 182.680 33,795.80 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 91.770 19,271.70 05 300 MM REINFORCED CONCRETE PIPE M 175.0000 19,250.00 65.180 11,406.50 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 7.010 876.25 2,489.199 311,149.88 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 813.690 138,327.30 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 523.470 99,459.30 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 752.390 180,573.60 10 1050 MM REINFORCED CONCRETE PIPE M 295.0000 76,700.00 133.490 39,379.55 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 270.330 91,912.20 PROGRAM CAS145 PAGE 9 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 1275 MM REINFORCED CONCRETE PIPE M 420.0000 37,800.00 197.910 83,122.20 13 1350 MM REINFORCED CONCRETE PIPE M 395.0000 35,550.00 31.600 12,482.00 14 1800 MM REINFORCED CONCRETE PIPE M 545.0000 109,000.00 144.990 79,019.55 15 2100 MM REINFORCED CONCRETE PIPE M 7,200.0000 1,008,000.00 0.000 0.00 (CLASS V SPECIAL) 16 JACKED 1050 MM REINFORCED CONCRETE PIPE M 3,500.0000 735,000.00 152.310 533,085.00 (CLASS III) 17 JACKED 1500 MM REINFORCED CONCRETE PIPE M 2,100.0000 294,000.00 134.280 281,988.00 (CLASS III) 18 300 MM CORRUGATED STEEL PIPE M 100.0000 7,200.00 44.560 4,456.00 (2.01 MM THICK) 19 450 MM CORRUGATED STEEL PIPE M 108.0000 23,760.00 23.650 2,554.20 (2.01 MM THICK) 20 600 MM CORRUGATED STEEL PIPE M 130.0000 16,900.00 0.000 0.00 (2.01 MM THICK) 21 750 MM CORRUGATED STEEL PIPE M 195.0000 3,900.00 42.670 8,320.65 (2.01 MM THICK) 22 900 MM CORRUGATED STEEL PIPE M 250.0000 7,500.00 27.280 6,820.00 (3.51 MM THICK) 23 1800 MM CORRUGATED STEEL PIPE M 420.0000 38,640.00 91.610 38,476.20 (3.51 MM THICK) 24 450 MM SLOTTED CORRUGATED STEEL PIPE M 280.0000 53,200.00 0.000 0.00 (2.01 MM THICK) 25 80 MM PLASTIC PIPE (EDGE DRAIN) M 120.0000 13,200.00 284.280 34,113.60 26 80 MM PLASTIC PIPE SLOTTED (EDGE DRAIN) M 35.0000 39,550.00 1,203.200 42,112.00 27 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 6,500.00 0.000 0.00 (1.63 MM THICK) 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 128.0000 19,200.00 0.000 0.00 (1.63 MM THICK) 29 200 MM ENTRANCE TAPER EA 675.0000 675.00 0.000 0.00 30 300 MM ENTRANCE TAPER EA 750.0000 5,250.00 0.000 0.00 31 200 MM DOWNDRAIN SLIP JOINT EA 240.0000 240.00 0.000 0.00 32 300 MM DOWNDRAIN SLIP JOINT EA 290.0000 870.00 0.000 0.00 33 200 MM ANCHOR ASSEMBLY EA 250.0000 250.00 0.000 0.00 34 300 MM ANCHOR ASSEMBLY EA 290.0000 1,160.00 0.000 0.00 35 GRATED LINE DRAIN M 190.0000 123,500.00 98.300 18,677.00 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 4.540 20,430.00 (2.01 MM THICK) 37 450 MM CORRUGATED STEEL PIPE RISER M 1,900.0000 5,700.00 0.250 475.00 1.050 1,995.00 (2.77 MM THICK) 38 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 36,400.00 1.820 2,366.00 10.390 13,507.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 413 MM WELDED STEEL PIPE CASING (BRIDGE) M 350.0000 51,100.00 0.000 0.00 (NATURAL GAS) 40 508 MM WELDED STEEL PIPE CASING (BRIDGE) M 425.0000 44,625.00 0.000 0.00 (NATURAL GAS) 41 610 MM WELDED STEEL PIPE CASING (BRIDGE) M 240.0000 35,280.00 0.000 0.00 42 300 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 8,400.00 0.000 0.00 43 450 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 2,600.00 0.000 0.00 44 750 MM ALTERNATIVE FLARED END SECTION EA 1,400.0000 1,400.00 1.000 1,400.00 45 900 MM DEBRIS RACK CAGE (H = 1.8 M) EA 5,500.0000 11,000.00 0.000 0.00 46 900 MM PRECAST CONCRETE PIPE INLET EA 2,500.0000 47,500.00 8.860 22,150.00 47 900 MM PRECAST CONCRETE PIPE MANHOLE EA 4,200.0000 109,200.00 20.000 84,000.00 48 ROCK SLOPE PROTECTION (1T, METHOD A) M3 75.0000 123,000.00 0.000 0.00 49 ROCK SLOPE PROTECTION M3 245.0000 29,400.00 0.000 0.00 (FACING, METHOD B) 50 ROCK SLOPE PROTECTION M3 850.0000 19,550.00 13.040 11,084.00 (BACKING NO. 2, METHOD B) 51 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 125.0000 8,375.00 89.880 11,235.00 52 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 1,400.0000 5,600.00 852.000 1,192,800.00 53 CLASS 3 CONCRETE (CHANNEL LINING) M3 375.0000 236,250.00 354.380 132,892.50 548.240 205,590.00 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 0.000 0.00 F) 55 SLOPE PAVING (ROCK BLANKET) M2 150.0000 124,500.00 0.000 0.00 F) 56 ROCK SLOPE PROTECTION FABRIC M2 8.2500 10,725.00 1,397.870 11,532.43 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 233.380 77,482.16 2,554.431 848,071.09 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 1,123.800 73,047.00 F) 59 DRAINAGE PUMPING EQUIPMENT LS 125,000.0000 125,000.00 0.968 121,000.00 S) 60 PUMPING PLANT ELECTRICAL EQUIPMENT LS 10,000.0000 10,000.00 0.950 9,500.00 S) 61 MISCELLANEOUS IRON AND STEEL KG 2.2000 75,198.20 658.000 1,447.60 8,146.200 17,921.64 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 2.000 420.00 38.000 7,980.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 21,680.000 146,340.00 SF)(RESTRAINER - PIPE TYPE) 64 MISCELLANEOUS METAL KG 6.2500 71,562.50 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 11 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 MISCELLANEOUS METAL (BRIDGE) KG 6.2500 240,625.00 12,270.000 76,687.50 25,357.000 158,481.25 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 0.000 0.00 SF) 67 PUMPING PLANT METAL WORK KG 13.0000 52,000.00 3,600.000 46,800.00 SF) 68 CHAIN LINK FENCE (TYPE CL-0.9) M 25.0000 41,500.00 0.000 0.00 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 2,255.750 72,184.00 S) 70 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 7,200.00 0.000 0.00 S) 71 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 69,600.00 3.000 3,600.00 S) 72 SURVEY MONUMENT EA 500.0000 30,000.00 0.000 0.00 73 DELINEATOR (CLASS 1) EA 40.0000 8,000.00 0.000 0.00 S) 74 OBJECT MARKER (TYPE L-1) EA 40.0000 640.00 0.000 0.00 S) 75 METAL BEAM GUARD RAILING M 44.0000 411,400.00 1,411.410 62,102.04 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 432.000 45,360.00 S) 77 CHAIN LINK RAILING (TYPE 7L) M 115.0000 26,450.00 0.000 0.00 SF) 78 TUBULAR HANDRAILING M 160.0000 85,120.00 0.000 0.00 SF) 79 TUBULAR HANDRAILING (STAIRWAY) M 160.0000 12,800.00 72.000 11,520.00 SF) 80 CONCRETE BARRIER (TYPE 25 MODIFIED) M 125.0000 32,000.00 0.000 0.00 F) 81 CONCRETE BARRIER (TYPE 26 MODIFIED) M 360.0000 412,560.00 447.000 160,920.00 F) 82 DOUBLE THRIE BEAM BARRIER M 65.0000 9,750.00 114.400 7,436.00 S) 83 CABLE RAILING M 22.0000 128,590.00 1,401.520 30,833.44 SF) 84 TERMINAL CONNECTOR EA 320.0000 320.00 0.000 0.00 S) 85 TERMINAL SECTION (TYPE C) EA 125.0000 125.00 1.000 125.00 S) 86 END SECTION EA 155.0000 3,565.00 0.000 0.00 S) 87 TRANSITION RAILING (TYPE WB) EA 110.0000 7,370.00 4.000 440.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 1.000 2,700.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 11.000 25,300.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 10.000 6,000.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 RETURN SECTION EA 105.0000 105.00 0.000 0.00 S) 93 CRASH CUSHION (TYPE CAT) EA 5,700.0000 51,300.00 0.000 0.00 S) 94 CRASH CUSHION (TYPE CAT) BACKUP EA 525.0000 5,250.00 0.000 0.00 S) 95 CRASH CUSHION (ADIEM) EA 19,000.0000 19,000.00 0.000 0.00 S) 96 CONCRETE BARRIER (TYPE 60) M 105.0000 300,300.00 0.000 0.00 97 CONCRETE BARRIER (TYPE 60A) M 120.0000 5,160.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 60C) M 160.0000 235,200.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 764.000 58,064.00 F) 00 CONCRETE BARRIER (TYPE 60E) M 440.0000 4,400.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60G) M 210.0000 6,300.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60GA) M 210.0000 6,930.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE 60GC) M 160.0000 219,200.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 60S) M 105.0000 84,000.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 60SA) M 135.0000 5,400.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 60SC) M 115.0000 142,600.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60 E MODIFIED) M 750.0000 225,000.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60 GE MODIFIED) M 300.0000 51,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 900.0000 936,000.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 2,420.00 82.000 18,040.00 F) 11 CONCRETE BARRIER (TYPE 60 SE MODIFIED) M 420.0000 8,820.00 0.000 0.00 12 CONCRETE BARRIER (TYPE 60D MODIFIED) M 115.0000 62,560.00 0.000 0.00 F) 13 CONCRETE BARRIER (TYPE 732) M 125.0000 97,125.00 12.000 1,500.00 F) 14 CONCRETE BARRIER (TYPE 732A) M 135.0000 64,125.00 70.000 9,450.00 70.000 9,450.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 0.000 0.00 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 424.000 62,752.00 565.500 83,694.00 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 447.800 82,843.00 542.300 100,325.50 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 734.100 128,467.50 PROGRAM CAS145 PAGE 13 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 CONCRETE BARRIER (TYPE 736A MODIFIED) M 165.0000 204,600.00 215.250 35,516.25 484.940 80,015.10 20 CONCRETE BARRIER (TYPE 736S) M 195.0000 14,625.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 736B) M 200.0000 13,200.00 0.000 0.00 F) 22 CONCRETE BARRIER (TYPE 736A MODIFIED) M 148.0000 70,300.00 0.000 0.00 F) (RETAINING WALL) 23 CONCRETE BARRIER (TYPE 736B MODIFIED) M 230.0000 5,750.00 93.280 21,454.40 F) 24 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 67,710.00 153.960 5,696.52 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 0.000 0.00 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 28.650 14.33 7,236.950 3,618.48 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 65.640 1,509.72 261.820 6,021.86 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 32,550.00 64.000 96.00 S) 29 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 5.0000 6,700.00 0.000 0.00 S) TYPE H) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 82,240.00 72.000 230.40 856.000 2,739.20 S) 31 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 8.0000 8,800.00 0.000 0.00 S) 32 SIGNAL AND LIGHTING (LOCATION 1,2,3,4,5, LS 705,000.0000 705,000.00 0.003 2,115.00 0.340 239,700.00 S) 6,7) 33 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 6,000.00 0.000 0.00 S) 34 COMMUNICATION CONDUIT (BRIDGE) M 120.0000 48,000.00 0.000 0.00 S) 35 SPRINKLER CONTROL CONDUIT (BRIDGE) M 120.0000 78,840.00 234.000 28,080.00 SF) 36 ELECTRIC SERVICE (IRRIGATION) LS 4,000.0000 4,000.00 0.000 0.00 S) 37 TRAFFIC MONITORING STATION (LOCATION 1,2 LS 208,000.0000 208,000.00 0.146 30,368.00 S) 3,4,5,6,7,8,9,10) 38 MODIFY TRAFFIC MONITORING STATION LS 12,000.0000 12,000.00 0.000 0.00 S) INCIDENT 39 TRAFFIC MONITORING STATION INCIDENT LS 30,000.0000 30,000.00 0.290 8,700.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.045 18,450.00 S) (LOCATION 1,2,3,4,5,6,7,8,9,10,11, 12,13,14) 41 RAMP METERING SYSTEM (LOCATION 1,2,3,4,5 LS 410,000.0000 410,000.00 0.024 9,840.00 S) 6,7,8,9,10,11,12,13,14) 42 MODIFY SIGNAL AND LIGHTING (LOCATION 1,2 LS 1500,000.0000 1,500,000.00 0.037 55,500.00 0.221 331,500.00 S) 3,4,5,6,7,8,9,10,11,12) 43 MODIFY LIGHTING AND SIGN ILLUMINATION LS 2200,000.0000 2,200,000.00 0.003 6,600.00 0.342 752,400.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 45 MODIFY TRAFFIC MANAGEMENT CENTER LS 100,000.0000 100,000.00 0.000 0.00 S) 46 SYSTEM TESTING AND DOCUMENTATION LS 75,000.0000 75,000.00 0.517 38,775.00 S) 48 ENVIRONMENTAL RESTORATION LS 35,000.0000 35,000.00 0.000 0.00 S) 49 TIRE SHRED BACKFILL M3 22.0000 29,018.00 0.000 0.00 PROGRAM CAS145 PAGE 15 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 01:18 PM ESTIMATE NO. 34 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,474,033.89 81,078,580.49 ADJUSTMENT OF COMPENSATION 170,823.18 13,258,512.13 EXTRA WORK 269,697.56 5,526,244.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,914,554.63 99,863,336.87 47 MOBILIZATION LS 8343,064.9500 18,343,064.95 1.000 18,343,064.95 ORIGINAL CONTRACT AMOUNT 185,955,000.00 TOTAL WORK COMPLETED 3,914,554.63 118,206,401.82 MATERIALS ON HAND ON SITE 2,042,759.11 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 51,480.00 -327,331.55 TOTAL 3,966,034.63 119,921,829.38 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 02/24/04 845 03/10/04 03/10/04 09/05/07 522 48 93 12 55% 54% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 06/22/06