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 08/25/06 EST. NO.36 TIME 10:22 AM 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 0942 78.50 E.W. @ F.A.(+) 061906 Y 3670.0 0975 582.44 063006 Y 3764.0 0983 192.81 070706 Y 3821.0 0984 672.14 070606 Y 3822.0 0986 104.19 070606 Y 3824.0 0987 104.19 070506 Y 3825.0 0990 104.19 070706 Y 3818.0 0993 2,479.35 071206 Y 3853.0 0994 155.15 071106 Y 3854.0 0996 389.44 071306 Y 3856.0 0997 400.09 071406 Y 3857.0 0998 1,802.42 071306 Y 3864.0 1000 675.89 071206 Y 3875.0 1002 685.99 071406 Y 3882.0 1003 711.13 071406 Y 3883.0 1004 797.63 071406 Y 3884.0 1007 675.89 071306 Y 3888.0 1008 675.89 071106 Y 3889.0 1009 119.15 071106 Y 3890.0 1010 104.19 071006 Y 3891.0 1011 152.61 071706 Y 3906.0 1012 610.41 071906 Y 3907.0 1013 152.61 072006 Y 3908.0 1015 675.89 072006 Y 3930.0 1016 92.32 072006 Y 3931.0 1017 85.10 071906 Y 3934.0 1018 104.19 071906 Y 3935.0 1019 123.10 071806 Y 3936.0 1020 675.89 071806 Y 3937.0 1021 104.19 071706 Y 3938.0 1022 663.89 071706 Y 3939.0 1023 107.76 071706 Y 3940.0 1024 104.19 072106 Y 3941.0 1025 28.06 072106 Y 3942.0 1026 104.19 072006 Y 3943.0 1027 74.62 071906 Y 3944.0 1028 104.19 071806 Y 3945.0 1029 675.89 071906 Y 3932.0 1030 369.50 071906 Y 3933.0 1031 403.38 072006 Y 3901.0 1032 400.09 072006 Y 3902.0 1033 533.48 072106 Y 3903.0 1034 77.57 071706 Y 3905.0 1036 236.70 072006 Y 3957.0 1037 130.18 111805 Y 3959.0 1038 406.43 112805 Y 3960.0 1039 216.62 111805 Y 3961.0 1040 225.12 071006 Y 3962.0 1041 93.07 071806 Y 3963.0 1042 675.89 072706 Y 3996.0 1043 125.09 072606 Y 3997.0 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 08/25/06 EST. NO.36 TIME 10:22 AM 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 --------------------------------------------------------------------------- 1044 626.90 072606 Y 3998.0 1045 675.89 072506 Y 3999.0 1046 299.15 072406 Y 4000.0 1047 675.89 072406 Y 4001.0 1048 152.61 072406 Y 4002.0 1050 152.61 072606 Y 4004.0 1051 533.48 072406 Y 4008.0 1052 266.75 072506 Y 4009.0 1053 400.09 080306 Y 4027.0 1054 394.76 080206 Y 4030.0 1056 203.47 080406 Y 4025.0 1057 400.09 080406 Y 4052.0 1058 267.41 080306 Y 4053.0 1059 294.15 080206 Y 4054.0 1068 152.61 080906 Y 4078.0 1069 356.08 081106 Y 4079.0 1070 200.05 081106 Y 4080.0 1072 341.49 060705 Y 4113.0 1073 261.34 051705 Y 4114.0 1074 103.98 051705 Y 4115.0 1078 385.20 051005 Y 4122.0 1085 125.06 081706 Y 4144.0 1086 152.73 081606 Y 4145.0 1087 125.06 081806 Y 4147.0 1089 104.21 081506 Y 4149.0 002 0078 4,016.31 E.W. @ F.A.(+) 061206 Y 3980.0 003 0015 504.49 E.W. @ F.A.(+) 072706 Y 3979.0 004 0035 5,400.00 E.W. @ F.A.(+) 062006 Y 3978.0 006 0510 60.93 E.W. @ F.A.(+) 070706 Y 3814.0 0511 77.58 070606 Y 3815.0 0512 305.21 070506 Y 3816.0 0513 91.40 070506 Y 3817.0 0515 129.82 071206 Y 3881.0 0516 101.74 072106 Y 3925.0 0518 97.84 072606 Y 3993.0 0519 101.74 072506 Y 3994.0 0520 127.18 072406 Y 3995.0 011 0118 829.20 E.W. @ F.A.(+) 071406 Y 3892.0 0119 866.00 072106 Y 3947.0 0120 757.20 072806 Y 3958.0 013 0088 147.49 E.W. @ F.A.(+) 071006 Y 3866.0 0089 147.49 071206 Y 3867.0 0090 245.82 072106 Y 3927.0 0091 245.82 071906 Y 3928.0 0092 147.49 071706 Y 3929.0 0096 245.82 072406 Y 3991.0 0097 245.82 080206 Y 4034.0 0099 245.82 081106 Y 4085.0 0100 245.82 081806 Y 4140.0 0101 245.82 081406 Y 4141.0 0102 245.82 081606 Y 4146.0 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 08/25/06 EST. NO.36 TIME 10:22 AM 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 --------------------------------------------------------------------------- 014 0152 166.69 E.W. @ F.A.(+) 061606 Y 3730.0 0153 609.33 061206 N 3780.0 022 0098 101.74 E.W. @ F.A.(+) 071906 Y 3924.0 0100 129.89 072406 Y 3988.0 0101 230.11 080406 Y 4037.0 027 0127 282.03 E.W. @ F.A.(+) 060106 Y 3552.0 0128 2,299.94 071906 Y 3910.0 0129 1,569.24 110105 Y 3954.0 0130 932.00 103105 Y 3955.0 0131 194.20 122805 Y 4021.0 031 0154 558.58 E.W. @ F.A.(+) 070606 Y 3836.0 0155 326.31 070706 Y 3785.0 0156 387.24 070506 Y 3786.0 0157 554.51 071106 Y 3852.0 0158 591.52 071006 Y 3851.0 0159 357.96 071706 Y 3914.0 0160 121.85 071906 Y 3923.0 0161 121.85 072506 Y 3987.0 0162 430.10 072706 Y 4007.0 0163 523.32 042506 Y 4028.0 0164 701.60 042706 Y 4029.0 0165 310.42 080406 Y 4031.0 0166 154.66 080406 Y 4032.0 0167 638.01 073106 Y 4033.0 0168 121.91 081706 Y 4139.0 032 0098 2,487.04 E.W. @ F.A.(+) 062806 Y 3765.0 0100 589.99 073106 Y 4050.0 034 0049 1,518.89 E.W. @ F.A.(+) 061906 Y 3646.0 0051 192.29 061606 Y 3663.0 036 0015 11,905.77 E.W. @ F.A.(+) 101305 N 2450.1 042 0006 27,950.40 E.W. @ L.S.(+) 081906 N 0006 0 046 0305 1,797.49 E.W. @ F.A.(+) 071106 Y 3868.0 0307 778.10 071206 Y 3877.0 0309 1,005.81 071806 Y 3909.0 0310 503.49 071906 Y 3911.0 0311 598.33 072106 Y 3921.0 0312 1,310.83 071906 Y 3922.0 0313 973.49 070606 Y 3964.0 0314 907.61 070706 Y 3965.0 0315 1,599.67 071106 Y 3966.0 0316 1,794.66 071206 Y 3967.0 0317 1,540.80 071406 Y 3969.0 0318 1,031.37 071906 Y 3970.0 0319 662.63 072006 Y 3971.0 0320 930.63 072606 Y 4010.0 0321 1,076.62 072806 Y 4011.0 0322 1,547.51 072106 Y 4019.0 0323 1,160.95 071806 Y 4020.0 0324 324.19 042206 Y 3756.1 0325 1,395.58 071306 Y 3968.0 0327 1,300.41 072706 Y 3985.0 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 08/25/06 EST. NO.36 TIME 10:22 AM 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 --------------------------------------------------------------------------- 0330 538.43 080306 Y 4044.0 0332 394.40 080206 Y 4046.0 056 0003 2,657.45 E.W. @ F.A.(+) 100805 N 3448 0 062 0007 110.79 E.W. @ F.A.(+) 070706 Y 3956.0 0008 3,823.41 060806 N 3609 0 0009 3,878.49 060906 N 3610 0 0010 1,685.87 061206 N 3611 0 0011 1,757.56 061406 N 3613 0 0012 1,770.58 061506 N 3614 0 077 0002 72,739.56 A.C. @ U.P.(+) 081906 N 0002 0 079 0083 881.34 E.W. @ F.A.(+) 042006 Y 3229.0 082 0107 715.75 E.W. @ F.A.(+) 032306 Y 2988.0 0108 481.65 080306 Y 4043.0 119 0001 10,914.46 A.C. @ L.S.(+) 081906 N 0001 0 121 0048 391.07 E.W. @ F.A.(+) 041706 Y 3214.1 0049 195.54 041806 Y 3226.1 0050 3,605.64 061906 Y 3782.0 0051 1,819.16 063006 N 3784 0 0053 392.08 070706 Y 3840.0 0054 2,371.80 071206 Y 3859.0 0056 583.18 071106 Y 3874.0 122 0011 324.54 E.W. @ F.A.(+) 071106 Y 3862.0 123 0001 10,380.00 A.C. @ L.S.(+) 081906 N 0001 0 0002 5,127.56 082106 N 0002 0 135 0001 1,010.45 E.W. @ F.A.(+) 050406 Y 3339.0 142 0001 1,256.46 A.C. @ L.S.(+) 081906 N 0001 0 0002 3,223.11 082106 N 0002 0 148 0001 4,000.00 A.C. @ L.S.(+) 081906 N 0001 0 155 0002 47,414.50 A.C. @ L.S.(+) 081906 N 0002 0 158 0003 2,096.17 E.W. @ F.A.(+) 061906 Y 3647.0 0006 514.74 071506 Y 3918.0 162 0005 588.50 E.W. @ F.A.(+) 091305 N 2125.1 0006 22,701.45 091305 N 2124.1 0007 1,538.97 072706 Y 4005.0 0008 356.08 080306 Y 4041.0 0009 263.40 080206 Y 4042.0 172 0002 43,549.00 A.C. @ L.S.(+) 082106 N 0002 0 173 0004 32,734.08 E.W. @ U.P (+) 081906 N 0004 0 187 0025 471.54 E.W. @ F.A.(+) 041906 Y 3308.0 0027 1,190.68 040406 Y 3085.0 0028 18,878.98 A.C. @ L.S.(+) 081906 N 0028 0 188 0001 30,000.00 A.C. @ L.S.(+) 082106 N 0001 0 196 0001 654.34 E.W. @ F.A.(+) 062006 Y 3787.0 200 0016 443.56 E.W. @ F.A.(+) 022706 Y 3801.0 0017 1,533.83 022406 Y 3802.0 0018 790.89 022306 Y 3803.0 0019 152.61 072106 Y 3917.0 0020 4,453.49 072806 Y 3983.0 202 0005 1,152.37 E.W. @ F.A.(+) 050106 Y 3828.0 0006 268.18 051106 Y 3834.0 0007 1,919.33 051006 Y 3835.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 08/25/06 EST. NO.36 TIME 10:22 AM 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 --------------------------------------------------------------------------- 0009 2,248.79 050906 Y 3789.0 0010 93.78 050906 Y 3790.0 207 0001 5,179.38 E.W. @ U.P (+) 082206 N 0001 0 0002 2,126.78 E.W. @ L.S.(+) 082206 N 0002 0 0003 693.01 082206 N 0003 0 0004 346.50 082206 N 0004 0 208 0001 26,030.80 A.C. @ U.P.(+) 082106 N 0001 0 209 0001 15,382.15 A.C. @ L.S.(+) 081906 N 0001 0 212 0001 92,965.88 E.W. @ L.S.(+) 081506 N 0001 0 218 0001 369.19 E.W. @ F.A.(+) 030906 Y 3829.0 0002 700.20 030206 Y 3791.0 227 0001 368.99 E.W. @ F.A.(+) 060606 Y 3833.0 0006 1,204.83 060706 Y 3805.0 0007 622.57 060606 Y 3806.0 0008 119.21 050806 Y 3807.0 0009 1,861.47 060506 Y 3846.0 0012 1,515.99 061606 Y 3849.0 0013 42,364.56 E.W. @ L.S.(+) 082106 N 0013 0 234 0001 2,858.86 E.W. @ F.A.(+) 053106 Y 3792.0 0002 1,295.44 060206 Y 3793.0 0003 1,446.21 053006 Y 3794.0 0004 650.39 072106 Y 4012.0 240 0006 421.80 E.W. @ F.A.(+) 061506 Y 3830.0 0007 2,568.94 061406 Y 3831.0 0008 3,036.51 061306 Y 3795.0 0009 2,951.40 061206 Y 3797.0 242 0002 1,531.03 E.W. @ F.A.(+) 070706 Y 3839.0 0004 224.80 070706 Y 3842.0 0005 446.18 062206 Y 3798.0 0008 278.76 071206 Y 3872.0 0009 1,690.54 071206 Y 3873.0 0010 1,690.54 071006 Y 3893.0 0011 1,690.54 071106 Y 3894.0 0012 1,690.54 071306 Y 3895.0 0013 3,204.22 071406 Y 3896.0 0014 2,151.28 072006 Y 3946.0 0015 3,256.24 072106 Y 3897.0 0016 1,812.42 071906 Y 3898.0 0017 4,446.34 071806 Y 3899.0 0018 4,446.34 071706 Y 3900.0 0020 971.11 063006 Y 3973.0 0023 642.30 071106 Y 3976.0 0024 400.93 071906 Y 3977.0 0025 233.65 071906 Y 4013.0 0026 1,410.35 062306 Y 4014.0 0029 1,410.35 062806 Y 4017.0 0031 831.95 072406 Y 4006.0 246 0002 1,888.34 E.W. @ F.A.(+) 072006 Y 3915.0 0004 1,355.38 072506 Y 3981.0 0005 1,760.81 072406 Y 3982.0 0006 1,864.69 073106 Y 4040.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 6 DATE 08/25/06 EST. NO.36 TIME 10:22 AM 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 --------------------------------------------------------------------------- 248 0004 826.64 E.W. @ F.A.(+) 070706 Y 3843.0 0005 752.46 070606 Y 3808.0 0006 264.96 071306 Y 3870.0 0007 493.40 071006 Y 3871.0 0008 323.04 051606 N 3714 0 0009 2,894.64 051706 N 3715 0 0010 1,990.02 052306 N 3716 0 0011 1,813.94 052406 N 3717 0 0013 1,605.96 062006 N 3721 0 0014 285.36 061306 N 3684 0 0015 2,909.04 062106 N 3685 0 0016 3,151.55 062306 N 3686 0 251 0001 97.75 E.W. @ F.A.(+) 061306 Y 3832.0 0002 832.62 061206 Y 3799.0 255 0001 5,350.00 E.W. @ L.S.(+) 081906 N 0001 0 747,910.84 TOTAL THIS ESTIMATE 19,253,803.94 TOTAL PREVIOUS ESTIMATE 20,001,714.78 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 08/25/06 EST. NO.36 TIME 10:22 AM 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 08/25/06 EST. NO.36 TIME 10:22 AM 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 OVERDUE MISSION CLOS 20,800.00 35 LCB AGG-OUT OF COML -892.09 36 TIE-BAR MISALIGN -24,709.50 36 -25,601.59 -322,133.14 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 0.00 -10,000.00 TOTAL DEDUCTIONS -25,601.59 -332,133.14 PROGRAM CAS145 PAGE 1 DATE 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 LOCATION RERUN 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 0.015 12,000.00 0.381 304,800.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.025 500.00 0.800 16,000.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 21.000 144,900.00 568.000 3,919,200.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 5,604.960 140,124.00 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 0.028 14,000.00 0.756 378,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.686 68,600.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.010 10,000.00 0.760 760,000.00 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 6.680 200.40 739.830 22,194.90 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 89.300 58.05 163,024.950 105,966.22 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 20.000 560.00 2,034.000 56,952.00 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 35,568.000 124,488.00 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 1,660,800.00 911.700 21,880.80 50,763.620 1,218,326.88 S) PROGRAM CAS145 PAGE 2 DATE 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 37.000 5,180.00 1,809.000 253,260.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 149.500 403.65 34,012.400 91,833.48 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 2.000 2,000.00 15.000 15,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 41.340 1,198.86 1,195.070 34,657.03 27 OBLITERATE SURFACING M2 1.3000 176,800.00 17,427.700 22,656.01 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 207.400 3,525.80 12,019.490 204,331.33 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 64,050.00 358.000 537.00 47,320.830 70,981.25 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 20,218.570 40,437.14 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 114.600 171.90 37,432.530 56,148.80 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 2.760 82.80 448.250 13,447.50 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 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 0.800 2,400.00 44.500 133,500.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 0.000 0.00 39 REMOVE PIPE M 70.0000 243,600.00 217.110 15,197.70 1,924.860 134,740.20 40 REMOVE INLET EA 540.0000 64,800.00 3.000 1,620.00 57.000 30,780.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 1.000 540.00 37.000 19,980.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 3.000 2,100.00 21.000 14,700.00 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 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 87.310 6,548.25 859.590 64,469.25 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 58,000.00 103.170 5,158.50 1,979.300 98,965.00 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 4.000 2,000.00 11.000 5,500.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 0.000 0.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.704 457,600.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.387 38,700.00 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 0.934 93,400.00 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 21,572.870 260,816.00 395,557.250 4,782,287.15 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 24,817.000 1,861,275.00 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 2,807.800 84,234.00 80,440.700 2,413,221.00 F) PROGRAM CAS145 PAGE 4 DATE 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,090,000.00 256.000 12,800.00 10,657.000 532,850.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 1,569.000 54,915.00 47,228.200 1,652,987.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 5.000 175.00 274.300 9,600.50 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 8.310 581.70 450.940 31,565.80 81 DITCH EXCAVATION M3 20.0000 50,000.00 1,591.860 31,837.20 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 1,875.000 86,250.00 29,453.000 1,354,838.00 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 0.231 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 0.310 12,400.00 0.310 12,400.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.116 22,040.00 0.414 78,660.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 19.000 2,850.00 370.430 55,564.50 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 601.140 51,096.90 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 3,531.320 113,002.24 32,209.024 1,030,688.77 PROGRAM CAS145 PAGE 5 DATE 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,053.900 42,156.00 29,930.697 1,197,227.88 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 1,570.130 210,397.42 7,665.910 1,027,231.94 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 96,000.00 293.610 22,020.75 828.790 62,159.25 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 3,895.310 173,341.30 84,604.570 3,764,903.37 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 1,089.730 23,974.06 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 2,797.360 11,189.44 (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 1,342.072 253,651.61 8,850.862 1,672,812.92 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 305,000.00 971.700 5,927.37 2,309.230 14,086.30 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 370.900 6,305.30 846.700 14,393.90 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 317.000 3,170.00 465.000 4,650.00 S) PAVEMENT 22 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 310.0000 230,020.00 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 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 66,150.00 272.520 85,843.80 S) PILING (TYPE 5 MODIFIED) 37 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2000,000.0000 2,000,000.00 0.485 970,000.00 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 885,500.00 122.000 21,350.00 4,020.800 703,640.00 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 1,159.000 515,755.00 28,440.300 12,655,933.50 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 1,494.200 508,028.00 19,819.600 6,738,664.00 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 1,089,600.00 505.470 242,625.60 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 38.800 31,040.00 (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 22.300 8,474.00 1,513.860 575,266.80 48 CLASS 3 CONCRETE (BACKFILL) M3 180.0000 72,000.00 400.000 72,000.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 1,341,000.00 3.980 3,582.00 488.029 439,226.10 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 790,500.00 605.000 45,375.00 8,328.000 624,600.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 687.000 58,395.00 4,865.000 413,525.00 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 47.750 3,103.75 525.200 34,138.00 PROGRAM CAS145 PAGE 7 DATE 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,283.600 1,540.32 167,547.110 201,056.53 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 230,629.000 304,430.28 6,841,993.780 9,031,431.79 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 89,645.000 129,985.25 1,767,151.000 2,562,368.95 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 67.000 28,475.00 1,330.000 565,250.00 F) PROGRAM CAS145 PAGE 8 DATE 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 53.400 64,080.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 -0.950 -1,425.00 40.200 60,300.00 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 43.500 10,222.50 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 4.000 2,300.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 7.000 805.00 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 156,800.00 231.180 36,988.80 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 187.180 34,628.30 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 61.360 7,670.00 2,586.029 323,253.63 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 9.320 1,584.40 823.010 139,911.70 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 73.800 14,022.00 597.270 113,481.30 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 30.060 8,867.70 202.580 59,761.10 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 270.330 91,912.20 PROGRAM CAS145 PAGE 9 DATE 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,800.00 219.860 92,341.20 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 735,000.00 169.310 592,585.00 (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 46.680 4,668.00 (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 10.070 45,315.00 (2.01 MM THICK) 37 450 MM CORRUGATED STEEL PIPE RISER M 1,900.0000 5,700.00 0.250 475.00 (2.77 MM THICK) 38 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 36,400.00 10.390 13,507.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 8,400.00 22.500 94,500.00 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 236,250.00 641.630 240,611.25 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 64.960 21,566.72 2,713.071 900,739.57 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 75,198.20 403.000 886.60 8,549.200 18,808.24 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 2.000 420.00 40.000 8,400.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 4,717.000 31,839.75 26,397.000 178,179.75 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 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,162.000 7,262.50 15,720.000 98,250.00 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 2,649.000 10,596.00 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 43.800 1,401.60 3,941.750 126,136.00 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 1,514.410 66,634.04 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 1,664.520 36,619.44 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 2.000 5,400.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 12.000 27,600.00 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 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 74.000 5,624.00 838.000 63,688.00 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 26.180 3,010.70 26.180 3,010.70 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 19.000 2,565.00 89.000 12,015.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 1.520 220.40 1.520 220.40 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 565.500 83,694.00 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 576.300 106,615.50 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 978.100 171,167.50 PROGRAM CAS145 PAGE 13 DATE 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 -1.330 -219.45 485.910 80,175.15 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 67,710.00 305.350 11,297.95 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 4,029.600 2,014.80 11,266.550 5,633.28 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 69.800 1,605.40 331.620 7,627.26 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 82,240.00 924.000 2,956.80 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 0.020 14,100.00 0.414 291,870.00 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 0.169 35,152.00 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 0.048 19,680.00 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 0.004 1,640.00 0.051 20,910.00 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 0.022 33,000.00 0.365 547,500.00 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 0.012 26,400.00 0.400 880,000.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 08/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:22 AM ESTIMATE NO. 36 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 08/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,441,748.12 88,950,127.35 ADJUSTMENT OF COMPENSATION 288,896.58 13,641,593.12 EXTRA WORK 459,014.26 6,360,121.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,189,658.96 108,951,842.13 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 4,189,658.96 127,294,907.08 MATERIALS ON HAND ON SITE 1,796,375.12 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -25,601.59 -332,133.14 TOTAL 4,164,057.37 128,759,149.06 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 09/11/07 564 48 93 13 58% 59% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/06