PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 04/26/06 EST. NO.31 TIME 09:57 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 0378 239.17 E.W. @ F.A.(+) 071205 Y 1531.0 0379 394.84 071305 Y 1532.0 0383 366.05 071505 Y 1537.0 0687 684.15 030806 Y 2881.0 0703 212.66 031606 Y 2957.0 0704 141.97 031506 Y 2955.0 0705 221.95 031606 Y 2956.0 0706 684.15 031606 Y 2958.0 0707 684.15 031706 Y 2964.0 0708 1,086.30 031506 Y 2973.0 0709 2,401.79 031306 Y 2974.0 0710 127.54 031606 Y 2975.0 0711 195.61 031406 Y 2977.0 0713 123.07 030806 Y 2917.0 0714 808.27 030706 Y 2918.0 0715 281.36 022306 Y 2935.0 0716 229.84 022406 Y 2936.0 0717 221.03 031306 Y 2937.0 0718 684.15 031306 Y 2938.0 0719 130.39 031306 Y 2939.0 0720 264.19 031406 Y 2944.0 0721 276.04 031406 Y 2945.0 0722 187.06 031406 Y 2946.0 0723 684.15 031406 Y 2947.0 0724 221.95 031506 Y 2950.0 0725 199.37 031506 Y 2951.0 0726 684.15 031506 Y 2952.0 0727 259.86 070505 Y 1516 0 0728 323.88 071205 Y 1509 0 0729 240.44 071505 Y 1508 0 0730 295.57 071305 Y 1533 0 0731 253.39 071105 Y 1510 0 0732 265.40 062905 Y 1441 0 0733 38.00 062405 Y 1420 0 0734 200.98 062805 Y 1440 0 0735 249.56 061605 N 1381 0 0736 219.67 040105 Y 980 0 0737 63.11 033005 Y 978 0 0738 279.84 033005 Y 976 0 0739 180.76 070805 Y 1523 0 0740 60.99 040105 Y 0952.2 0741 54.68 033005 Y 0977.2 0742 88.33 040405 Y 0994.2 0743 232.05 062405 Y 1435.1 0744 325.65 062705 Y 1438.1 0745 200.98 063005 Y 1443.1 0746 239.98 032706 Y 3045.0 0747 186.08 032706 Y 3046.0 0748 209.78 032706 Y 3047.0 0749 66.49 033006 Y 3052.0 0750 187.84 033006 Y 3054.0 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 04/26/06 EST. NO.31 TIME 09:57 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 --------------------------------------------------------------------------- 0751 229.84 033106 Y 3055.0 0752 255.10 033106 Y 3056.0 0753 221.95 033106 Y 3057.0 0754 40.69 033106 Y 3058.0 0755 39.95 033106 Y 3059.0 0756 684.15 032706 Y 3060.0 0757 684.15 032806 Y 3061.0 0758 684.15 032906 Y 3062.0 0759 199.98 033006 Y 3063.0 0760 684.15 033006 Y 3064.0 0761 492.24 033006 Y 3065.0 0762 684.15 033106 Y 3067.0 0763 1,128.73 032706 Y 3073.0 0764 1,122.86 032906 Y 3076.0 0765 120.30 033006 Y 3077.0 0766 222.12 040706 Y 3097.0 0767 218.64 040706 Y 3098.0 0768 53.59 040306 Y 3099.0 0769 168.57 040306 Y 3100.0 0770 187.57 040706 Y 3101.0 0771 345.51 040406 Y 3102.0 0772 249.56 040306 Y 3103.0 0776 239.98 032406 Y 2987.0 0780 229.84 032206 Y 2996.0 0785 180.34 032006 Y 3008.0 0786 152.60 032006 Y 3012.0 0789 2,051.53 032106 Y 3026.0 0793 263.99 041406 Y 3143.0 0794 663.21 041006 Y 3144.0 0795 663.21 041406 Y 3145.0 0797 299.48 041306 Y 3147.0 0798 663.21 041306 Y 3148.0 0799 663.21 041206 Y 3149.0 0801 303.31 041206 Y 3151.0 0803 663.21 041106 Y 3153.0 0804 128.37 041106 Y 3154.0 0805 89.65 041106 Y 3155.0 0806 232.88 041006 Y 3156.0 0807 242.35 010506 Y 3168.0 0808 265.21 121405 Y 3169.0 0809 124.00 041206 Y 3179.0 004 0032 350.00 E.W. @ F.A.(+) 011906 Y 2979.0 006 0454 232.67 E.W. @ F.A.(+) 031706 Y 2961.0 0455 65.03 031706 Y 2962.0 0456 529.31 031506 Y 2966.0 0457 689.60 031506 Y 2967.0 0458 433.36 031306 Y 2968.0 0459 364.29 031306 Y 2969.0 0460 231.73 031406 Y 2970.0 0461 729.06 031506 Y 2971.0 0462 433.40 031406 Y 2949.0 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 04/26/06 EST. NO.31 TIME 09:57 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 --------------------------------------------------------------------------- 0463 237.52 032706 Y 3048.0 0465 622.97 032806 Y 3051.0 0466 640.48 032806 Y 3079.0 0467 207.98 033006 Y 3082.0 0468 166.64 040306 Y 3107.0 0469 276.69 040306 Y 3108.0 0470 174.56 040406 Y 3109.0 0471 679.02 040506 Y 3110.0 0472 401.32 040606 Y 3111.0 0473 240.79 040706 Y 3112.0 0474 154.52 040706 Y 3113.0 0475 252.35 031606 Y 3011.0 0476 190.01 032306 Y 3021.0 0478 256.32 041306 Y 3160.0 0479 138.03 041306 Y 3161.0 0480 527.50 041406 Y 3162.0 0481 252.72 041006 Y 3164.0 0482 260.56 041106 Y 3165.0 0484 202.32 121405 Y 3167.0 009 0209 1,376.06 E.W. @ F.A.(+) 021006 N 2735 0 0210 1,278.53 021606 N 2736 0 0211 517.85 012606 N 2866 0 0212 1,016.36 022706 N 2867 0 0213 1,435.04 022706 N 2868 0 0214 3,112.35 030106 N 2869 0 0215 230.60 030206 N 2870 0 0216 579.65 030606 N 2871 0 0217 1,277.92 090904 N 2494.0 0218 703.31 030706 N 3031 0 0219 142.40 030906 N 3032 0 0220 216.65 031006 N 3033 0 0228 259.75 020106 Y 2709 0 011 0101 852.40 E.W. @ F.A.(+) 031706 Y 2981.0 0102 502.40 033106 Y 3074.0 013 0071 1,646.64 E.W. @ F.A.(+) 032706 Y 3069.0 0072 534.93 040606 Y 3094.0 0074 715.92 032106 Y 3000.0 018 0013 148,912.75 A.C. @ L.S.(+) 041706 N 0013 0 022 0054-1 -5,147.73 E.W. @ F.A.(+) 042804 N 1628.0 DAO CORRECTING ENTRY 0054-2 4,501.28 042804 N 1628.0 DAO CORRECTING ENTRY 0076 1,513.00 042804 N 1632 0 0082 112.10 030806 Y 2919.0 0083 199.84 030706 Y 2920.0 0084 284.46 033006 Y 3066.0 0085 60.61 040406 Y 3092.0 0086 62.81 040406 Y 3093.0 027 0115 270.05 E.W. @ F.A.(+) 010406 Y 3140.0 031 0106 376.71 E.W. @ F.A.(+) 031606 Y 2972.0 0107 452.14 033106 Y 3075.0 0108 614.05 032706 Y 3078.0 0109 644.80 032806 Y 3080.0 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 04/26/06 EST. NO.31 TIME 09:57 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 --------------------------------------------------------------------------- 0110 480.87 033006 Y 3081.0 0111 515.80 033106 Y 3083.0 0112 128.31 040506 Y 3091.0 0113 1,284.90 040306 Y 3114.0 0114 934.13 040406 Y 3115.0 0115 1,092.85 040606 Y 3116.0 0116 723.03 040706 Y 3117.0 0117 199.61 032206 Y 3022.0 0118 217.51 032106 Y 3024.0 0119 1,194.23 032006 Y 3027.0 0120 483.54 041106 Y 3163.0 032 0088 511.49 E.W. @ F.A.(+) 033006 Y 3106.0 036 0012 66.33 E.W. @ F.A.(+) 032706 Y 3050.0 0013 130.39 033006 Y 3053.0 0014 195.61 032306 Y 3018.0 037 0043 1,315.50 E.W. @ F.A.(+) 020906 Y 2809 0 0044 429.78 032106 Y 3013.0 0045 1,175.94 032206 Y 3015.0 040 0041 14,189.00 E.W. @ L.S.(+) 041206 N 0041 0 042 0004 39,247.00 E.W. @ L.S.(+) 042406 N 0004 0 046 0239 197.47 E.W. @ F.A.(+) 031706 Y 2960.0 0240 136.60 031506 Y 2976.0 0241 378.08 030706 Y 2921.0 0242 294.98 031306 Y 2942.0 0243 400.81 031306 Y 2943.0 0245 410.57 033006 Y 3071.0 0246 305.22 033106 Y 3072.0 0247 245.20 040606 Y 3090.0 0248 1,860.68 040706 Y 3118.0 0249 219.91 031806 Y 3009.0 0251 2,358.98 032306 Y 3029.0 0253 686.57 112905 Y 3130.0 0254 452.61 041406 Y 3138.0 0255 4,141.88 041406 Y 3173.0 0256 3,178.03 041306 Y 3174.0 052 0001 4,041.36 E.W. @ U.P (+) 041706 N 0001 0 056 0001 7,514.83 E.W. @ L.S.(+) 042406 N 0001 0 070 0004 440.03 E.W. @ F.A.(+) 010605 N 1619.0 0008 221.05 122804 Y 1699.2 073 0002 2,356.25 A.C. @ U.P.(+) 041906 Y 0002 0 079 0044 126.35 E.W. @ F.A.(+) 122205 Y 2552.0 0045 647.88 012006 Y 2683 0 0046 506.48 031706 Y 3043.0 0047 336.09 032206 Y 3044.0 0048 131.63 031606 Y 3068.0 0048-1 -131.63 031606 Y 3068.0 DAO CORRECTING ENTRY 0048-2 65.82 031606 Y 3068.0 DAO CORRECTING ENTRY 0049 887.57 113005 N 3125.0 0050 756.93 040706 Y 3089.0 0051 1,056.85 040706 Y 3119.0 0052 1,738.11 040706 Y 3120.0 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 04/26/06 EST. NO.31 TIME 09:57 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 --------------------------------------------------------------------------- 0055 413.15 041206 Y 3159.0 082 0061 361.42 E.W. @ F.A.(+) 031606 Y 2959.0 0062 599.41 031706 Y 2963.0 0063 123.74 031706 Y 2965.0 0064 542.12 031306 Y 2940.0 0065 180.71 031306 Y 2941.0 0066 719.87 031406 Y 2948.0 0067 722.82 031506 Y 2953.0 0068 1,682.97 030206 Y 2857 0 0069 230.95 031606 Y 2954 0 0070 281.16 040506 Y 3087.0 0071 128.31 040406 Y 3088.0 0072 176.73 032106 Y 2998.0 0073 1,220.86 032106 Y 2999.0 0074 657.14 032006 Y 3005.0 085 0001 1,605.00 A.C. @ L.S.(+) 041106 N 0001 0 093 0001 6,270.00 A.C. @ U.P.(+) 042406 N 0001 0 094 0072 3,482.50 A.C. @ F.A.(+) 111705 Y 2627.0 099 0001 14,687.63 A.C. @ L.S.(+) 041206 N 0001 0 0002 -5,900.00 A.C. @ L.S.(-) 042506 N 2 0 124 0001-1 -200,545.00 A.C. @ L.S.(+) 071405 N 0001 0 DAO CORRECTING ENTRY 0001-2 91,502.20 071405 N 0001 0 DAO CORRECTING ENTRY 134 0001 -810.30 A.C. @ L.S.(-) 041806 N 0001 0 136 0001 37,520.82 A.C. @ U.P.(+) 041906 N 0001 0 143 0001 1,878.21 A.C. @ L.S.(+) 041906 N 0001 0 149 0045 150.98 E.W. @ F.A.(+) 120805 Y 2750.0 0046 24,004.27 A.C. @ L.S.(+) 041106 N 0046 0 0047 14,771.63 E.W. @ L.S.(+) 041106 N 0047 0 150 0001 15,500.00 E.W. @ L.S.(+) 032706 N 0001 0 151 0019 1,354.69 E.W. @ F.A.(+) 072005 Y 1885 0 0020 1,091.91 072105 Y 1886 0 154 0024 -390.00 A.C. @ U.P.(-) 041106 N 0024 0 155 0001 9,482.80 A.C. @ L.S.(+) 041806 N 0001 0 157 0001 9,411.63 E.W. @ L.S.(+) 041706 N 0001 0 158 0001 33,940.87 E.W. @ L.S.(+) 041206 N 0001 0 159 0001 6,335.45 A.C. @ L.S.(+) 041106 N 0001 0 165 0001 36,280.00 A.C. @ L.S.(+) 041806 N 0001 0 172 0001 7,993.00 A.C. @ L.S.(+) 042406 N 0001 0 173 0002 15,685.08 E.W. @ U.P (+) 041906 N 0002 0 0003 13,639.20 041906 N 0003 0 175 0001 128.31 E.W. @ F.A.(+) 040406 Y 3121.0 185 0001 -1,259.52 A.C. @ L.S.(-) 042506 N 0001 0 186 0001 1,627.06 E.W. @ F.A.(+) 121205 Y 2978.0 0002 737.22 122905 Y 2916.0 0003 3,643.37 120505 Y 2922.0 0004 954.84 120905 Y 2923.0 0005 1,644.12 122705 Y 2924.0 0006 209.21 010506 Y 2925.0 0007 394.93 010906 Y 2926.0 0008 750.44 020106 Y 2927.0 0009 1,086.05 121305 Y 2928.0 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 04/26/06 EST. NO.31 TIME 09:57 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 --------------------------------------------------------------------------- 0010 1,741.67 120705 Y 2929.0 0011 1,385.76 121405 Y 2932.0 0012 701.09 010606 Y 2933.0 0013 1,747.96 031706 Y 2934.0 0014 1,700.04 120805 Y 2930.0 0015 157.16 120605 Y 2931.0 0016 789.86 040406 Y 3086.0 0018 1,596.99 040606 Y 3123.0 0019 2,856.10 040706 Y 3124.0 187 0010 242.00 E.W. @ F.A.(+) 011206 Y 2836.1 0011 6,968.70 A.C. @ L.S.(+) 041806 N 0011 0 191 0003 49,828.38 A.C. @ L.S.(+) 041806 N 0003 0 192 0012 59.03 E.W. @ F.A.(+) 040606 Y 3084.0 204 0001 62,714.13 A.C. @ L.S.(+) 042406 N 0001 0 603,060.41 TOTAL THIS ESTIMATE 17,025,984.08 TOTAL PREVIOUS ESTIMATE 17,629,044.49 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 04/26/06 EST. NO.31 TIME 09:57 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 04/26/06 EST. NO.31 TIME 09:57 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- -965,889.48 -1,270,525.35 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 0.00 -20,000.00 TOTAL DEDUCTIONS -965,889.48 -1,290,525.35 PROGRAM CAS145 PAGE 1 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 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 0.005 4,000.00 0.322 257,600.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.700 14,000.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 15.000 103,500.00 486.000 3,353,400.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 4,896.420 122,410.50 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 0.672 336,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.617 61,700.00 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 40.000 1,400.00 S) 15 TYPE III BARRICADE EA 65.0000 3,705.00 -16.700 -1,085.50 119.000 7,735.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 100.900 3,027.00 568.100 17,043.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 9,837.130 6,394.13 126,017.470 81,911.36 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 86.000 2,408.00 1,521.000 42,588.00 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 1,383.000 4,840.50 32,378.000 113,323.00 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 1,588.470 38,123.28 44,056.410 1,057,353.84 S) PROGRAM CAS145 PAGE 2 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 40.000 5,600.00 1,543.000 216,020.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 762.010 2,057.43 29,418.990 79,431.27 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 1,019.730 29,572.17 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 9,734.820 165,491.94 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 19.050 419.10 6,277.090 138,095.98 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 1,367.000 2,050.50 45,699.930 68,549.90 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 1,296.900 2,593.80 19,750.600 39,501.20 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 2,879.000 4,318.50 30,085.650 45,128.48 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 30.510 915.30 360.290 10,808.70 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 806.000 806.00 21,619.000 21,619.00 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 37.500 112,500.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 0.000 0.00 39 REMOVE PIPE M 70.0000 243,600.00 96.200 6,734.00 1,626.120 113,828.40 40 REMOVE INLET EA 540.0000 64,800.00 45.000 24,300.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 35.000 18,900.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 15.000 10,500.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 1,175.000 27,025.00 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 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 46.500 11,625.00 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 5,443.000 8,708.80 17,643.670 28,229.87 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 1,873.700 65,579.50 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 11.000 550.00 1,669.370 83,468.50 61 REMOVE SOUND WALL M2 20.0000 78,200.00 2,208.010 44,160.20 62 CAP INLET EA 500.0000 22,500.00 5.000 2,500.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 0.000 0.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.643 417,950.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.011 1,100.00 0.348 34,800.00 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 0.894 89,400.00 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 7,847.350 94,874.46 338,751.280 4,095,502.98 71 LEAD COMPLIANCE PLAN LS 30,000.0000 30,000.00 0.250 7,500.00 1.000 30,000.00 72 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 2,392,500.00 400.000 30,000.00 21,214.000 1,591,050.00 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 40.000 1,600.00 544.000 21,760.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 2,268,090.00 4,076.400 122,292.00 71,553.700 2,146,611.00 F) PROGRAM CAS145 PAGE 4 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,359.000 67,950.00 7,872.000 393,600.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 4,247.000 148,645.00 31,585.200 1,105,482.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 -537.000 -18,795.00 155.300 5,435.50 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 404.760 28,333.20 81 DITCH EXCAVATION M3 20.0000 50,000.00 466.650 9,333.00 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 943.000 249,895.00 5,358.000 1,419,870.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 2,671.000 122,866.00 24,665.000 1,134,590.00 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 0.107 23,540.00 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 0.195 37,050.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 236.430 35,464.50 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 543.900 46,231.50 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 2,892,800.00 770.800 24,665.60 23,156.315 741,002.08 PROGRAM CAS145 PAGE 5 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,912,000.00 465.000 18,600.00 23,384.935 935,397.40 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 0.000 0.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 488.600 65,472.40 5,221.250 699,647.50 07 ASPHALT TREATED PERMEABLE BASE M3 105.0000 57,750.00 629.330 66,079.65 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 5,016.590 223,238.26 62,131.750 2,764,862.88 12 ASPHALT CONCRETE (OPEN GRADED) TONN 42.5000 1,075,250.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 512,600.00 818.440 18,005.68 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 1,998.350 7,993.40 (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 79.190 14,966.91 5,444.420 1,028,995.38 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 -70.000 -21,700.00 1,150.470 356,645.70 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 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 13.000 19,500.00 104.000 156,000.00 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 70.000 22,050.00 70.000 22,050.00 S) PILING (TYPE 5 MODIFIED) 37 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2000,000.0000 2,000,000.00 0.065 130,000.00 0.342 684,000.00 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 885,500.00 112.000 19,600.00 3,787.800 662,865.00 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 940.000 418,300.00 21,139.000 9,406,855.00 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 1,516.500 515,610.00 15,584.800 5,298,832.00 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 1,089,600.00 100.000 48,000.00 355.470 170,625.60 (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 9.700 3,686.00 1,465.600 556,928.00 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 10.150 9,135.00 444.528 400,075.20 F) 50 MINOR CONCRETE (STAIRWAY) M3 1,200.0000 55,200.00 5.000 6,000.00 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 83.000 15,770.00 F) 53 FRACTURED RIB TEXTURE M2 75.0000 790,500.00 893.000 66,975.00 6,410.000 480,750.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 956.000 81,260.00 2,379.000 202,215.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 154.000 11,550.00 3,536.000 265,200.00 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 4.400 286.00 461.450 29,994.25 PROGRAM CAS145 PAGE 7 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 326,730.00 763.000 915.60 162,866.710 195,440.05 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 243,325.000 321,189.00 5,681,831.780 7,500,017.95 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 60,631.000 87,914.95 1,386,980.000 2,011,121.00 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 58.000 24,650.00 1,164.000 494,700.00 F) PROGRAM CAS145 PAGE 8 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 705.00 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 156,800.00 161.280 25,804.80 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 170.980 31,631.30 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 92.770 19,481.70 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 35.100 4,387.50 2,343.499 292,937.38 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 806.890 137,171.30 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 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,800.00 190.930 80,190.60 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 294,000.00 141.260 296,646.00 (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 13,200.00 264.280 31,713.60 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 37.300 7,087.00 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 1.100 4,950.00 4.540 20,430.00 (2.01 MM THICK) 37 450 MM CORRUGATED STEEL PIPE RISER M 1,900.0000 5,700.00 0.800 1,520.00 (2.77 MM THICK) 38 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 36,400.00 8.570 11,141.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 236,250.00 193.860 72,697.50 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 2,126.471 705,988.37 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 762.800 49,582.00 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 75,198.20 954.000 2,098.80 7,192.200 15,822.84 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 6.000 1,260.00 35.000 7,350.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 3,990.000 26,932.50 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 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,200.000 7,500.00 13,087.000 81,793.75 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 3,192.000 41,496.00 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 492,800.00 168.900 5,404.80 2,159.750 69,112.00 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 1,048.610 46,138.84 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 0.000 0.00 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 3.000 1,080.00 447.000 160,920.00 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 1,042.520 22,935.44 SF) 84 TERMINAL CONNECTOR EA 320.0000 320.00 0.000 0.00 S) 85 TERMINAL SECTION (TYPE C) EA 125.0000 125.00 0.000 0.00 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 3.000 330.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 0.000 0.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 10.000 23,000.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 9.000 5,400.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 479,408.00 266.000 20,216.00 758.000 57,608.00 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 0.000 0.00 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 399,452.00 127.500 18,870.00 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 94.500 17,482.50 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 734.100 128,467.50 PROGRAM CAS145 PAGE 13 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 204,600.00 240.020 39,603.30 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 67,710.00 112.900 4,177.30 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 2,987.200 1,493.60 7,208.300 3,604.15 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 177.780 4,088.94 196.180 4,512.14 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 82,240.00 314.000 1,004.80 784.000 2,508.80 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 0.011 7,755.00 0.226 159,330.00 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 78,840.00 108.000 12,960.00 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 0.127 3,810.00 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 0.019 7,790.00 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 0.007 10,500.00 0.101 151,500.00 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 0.009 19,800.00 0.327 719,400.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 09:57 AM ESTIMATE NO. 31 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 04/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,327,195.96 73,318,936.94 ADJUSTMENT OF COMPENSATION 302,917.27 12,780,840.83 EXTRA WORK 300,143.14 4,848,203.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,930,256.37 90,947,981.43 47 MOBILIZATION LS 8343,064.9500 18,343,064.95 0.050 917,153.25 1.000 18,343,064.95 ORIGINAL CONTRACT AMOUNT 185,955,000.00 TOTAL WORK COMPLETED 4,847,409.62 109,291,046.38 MATERIALS ON HAND ON SITE 2,008,627.49 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -965,889.48 -1,290,525.35 TOTAL 3,881,520.14 110,009,148.52 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 08/30/07 481 47 93 12 51% 50% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 DATE 04/26/06