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 08/20/05 EST. NO.37 TIME 08:32 AM R.E. NAME: WILLIAM B SHEDD 04-006054 --------------------------------------------------------------------------- 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 0288 181.51 E.W. @ F.A.(+) 042905 N 2597.0 0305 245.17 062105 N 3045.0 0306 245.17 062005 N 3046.0 0307 131.28 062905 N 3064.0 0308 279.48 063005 N 3065.0 0309 719.83 070105 N 3063.0 0310 603.11 031005 N 3042.0 0311 205.17 070505 N 3103.0 0312 479.80 071805 N 3197.0 0313 7,200.20 021405 Y 2462.2 0314 484.00 021105 N 3184.0 0315 677.05 012005 N 2393.2 0316 745.80 020505 Y 2427.2 0317 1,163.25 051405 Y 2648.1 0318 1,190.39 072105 N 3234.0 0319 216.89 062005 Y 3217.0 0320 216.89 061705 Y 3221.0 0321 216.89 061605 Y 3222.0 0322 216.89 061505 Y 3223.0 0323 216.89 061405 Y 3224.0 0324 162.66 061305 Y 3225.0 0326 167.03 070805 Y 3207.0 0327 176.48 063005 Y 3213.0 005 0079 178.70 E.W. @ F.A.(+) 042605 Y 3191.0 025 0405 5,200.14 E.W. @ F.A.(+) 090203 Y 0784.0 0723 320,000.00 E.W. @ L.S.(+) 081905 N A 0 031 0438 1,000.58 E.W. @ F.A.(+) 080204 N 2025.0 0439 799.87 080304 N 2026.0 0582 14,195.06 093004 N 2359.0 0601 3,327.20 012505 N 2430.0 0670 5,443.43 022004 N 1244.0 0670-1 -5,443.43 022004 N 1244.0 DAO CORRECTING ENTRY 0670-2 5,443.43 022004 N 1244.0 DAO CORRECTING ENTRY 0689 8,004.00 051905 N 2649.0 0707 888.80 121503 N 2781.0 0708 904.97 100903 N 2782.0 0709 610.50 121503 N 2783.0 0710 904.97 110603 N 2784.0 0711 800.80 121803 N 2785.0 0712 585.20 122303 N 2786.0 0713 5,443.43 120403 N 2787.0 0714 800.80 122403 N 2788.0 0715 800.80 122803 N 2789.0 0716 439.07 120403 N 2790.0 0717 931.70 123003 N 2791.0 0718 897.66 120403 N 2792.0 0720 384.63 010504 N 2794.0 0721 985.60 010604 N 2795.0 0722 1,047.20 010604 N 2796.0 0723 364.18 011504 N 2797.0 0724 3,803.23 010604 N 2798.0 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 08/20/05 EST. NO.37 TIME 08:32 AM R.E. NAME: WILLIAM B SHEDD 04-006054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0725 385.45 012604 N 2799.0 0726 1,107.70 010704 N 2800.0 0727 1,107.70 010704 N 2801.0 0728 897.66 010104 N 2802.0 0729 1,194.60 010704 N 2803.0 0731 4,094.92 010804 N 2805.0 0732 816.20 032604 N 2886.0 0734 846.03 090803 N 2888.0 0735 1,047.20 032804 N 2889.0 0736 3,803.23 033004 N 2890.0 0737 846.03 110103 N 2891.0 0738 985.60 033004 N 2892.0 0740 1,621.69 012904 N 2755.0 0741 931.70 110503 N 2756.0 0744 1,621.69 022604 N 2759.0 0745 3,803.23 111103 N 2760.0 0746 1,621.69 032504 N 2761.0 0747 1,047.20 111103 N 2762.0 0748 228.61 111203 N 2763.0 0749 1,621.69 042204 N 2764.0 0750 641.30 111703 N 2765.0 0751 800.80 112003 N 2766.0 0753 585.20 112503 N 2768.0 0754 1,061.50 112603 N 2769.0 0755 800.80 113003 N 2770.0 0756 904.97 091103 N 2771.0 0757 847.00 120203 N 2772.0 0758 439.07 100103 N 2773.0 0759 931.70 120203 N 2774.0 0760 267.96 120703 N 2775.0 0761 2,709.41 061903 N 2776.0 0762 985.60 120903 N 2777.0 0763 1,047.20 120903 N 2778.0 0764 385.47 101603 N 2779.0 0765 847.00 110503 N 2754.0 0766 847.00 030304 N 2861.0 0767 847.00 030304 N 2862.0 0768 378.95 030904 N 2863.0 0769 847.00 030304 N 2864.0 0770 401.26 030304 N 2865.0 0771 1,933.35 031104 N 2866.0 0772 3,834.22 030404 N 2867.0 0773 3,616.31 031604 N 2868.0 0774 888.80 030804 N 2869.0 0775 3,616.31 041304 N 2870.0 0776 931.70 030804 N 2871.0 0777 800.80 060105 N 2872.0 0778 2,743.83 121003 N 2873.0 0779 585.20 031604 N 2874.0 0780 676.41 030904 N 2875.0 0781 1,062.77 031704 N 2876.0 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 08/20/05 EST. NO.37 TIME 08:32 AM R.E. NAME: WILLIAM B SHEDD 04-006054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0782 34.25 031504 Y 2877.0 0783 1,439.90 031804 N 2878.0 0784 1,415.15 031804 N 2879.0 0785 103.53 031504 N 2880.0 0786 800.80 032104 N 2881.0 0787 846.03 080103 Y 2882.0 0788 931.70 032304 N 2883.0 0789 317.08 032604 N 2884.0 0790 846.03 090103 N 2885.0 0791 3,616.31 021704 N 2860.0 0792 3,803.23 081903 N 2705.0 0793 1,047.20 081903 N 2706.0 0794 893.20 082603 N 2707.0 0795 832.70 090203 N 2708.0 0796 800.80 090303 N 2709.0 0798 800.80 090303 N 2711.0 0799 800.80 090303 N 2712.0 0800 800.80 090703 N 2713.0 0801 1,018.05 090803 N 2714.0 0802 2,551.23 081403 N 2715.0 0803 949.30 091503 N 2716.0 0804 949.30 091503 N 2717.0 0805 949.30 091503 N 2718.0 0806 1,379.68 091603 N 2719.0 0807 419.60 121103 N 2720.0 0808 717.20 091603 N 2721.0 0809 1,014.50 081003 N 2704.0 0810 3,803.23 091603 N 2722.0 0811 2,572.02 111303 N 2723.0 0812 893.20 092303 N 2724.0 0813 1,018.05 092503 N 2725.0 0814 278.42 121103 N 2726.0 0815 894.58 093003 N 2727.0 0816 800.80 100103 N 2728.0 0817 847.00 020404 N 2834.0 0818 847.00 020404 N 2835.0 0819 357.50 121103 N 2836.0 0820 3,834.22 020504 N 2837.0 0821 3,587.08 112503 N 2838.0 0822 931.70 020904 N 2839.0 0823 436.15 123103 N 2840.0 0824 641.30 020904 N 2841.0 0825 800.80 021204 N 2842.0 0826 1,031.10 121803 N 2843.0 0827 585.20 021704 N 2844.0 0828 1,093.95 010504 N 2845.0 0829 800.80 021804 N 2846.0 0830 436.15 123103 N 2847.0 0831 800.80 022204 N 2848.0 0832 1,031.10 011504 N 2849.0 0833 931.70 022404 N 2850.0 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 08/20/05 EST. NO.37 TIME 08:32 AM R.E. NAME: WILLIAM B SHEDD 04-006054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0835 3,587.08 012004 N 2852.0 0836 985.60 030204 N 2853.0 0837 90.50 030404 N 2854.0 0838 3,803.23 030204 N 2855.0 0839 4,259.31 021904 N 2856.0 0840 1,047.20 030204 N 2857.0 0841 257.40 030204 N 2858.0 0842 1,031.10 021204 N 2859.0 0843 611.05 121003 N 2833.0 0844 861.51 121103 N 2729.0 0845 800.80 100103 N 2730.0 0846 800.80 100103 N 2731.0 0847 1,988.42 120403 N 2732.0 0848 1,018.05 100503 N 2733.0 0849 974.60 100603 N 2734.0 0850 782.45 123103 N 2735.0 0851 245.85 100703 N 2736.0 0852 1,064.25 100703 N 2737.0 0853 1,621.69 120403 N 2738.0 0854 881.10 100703 N 2739.0 0855 1,148.95 100703 N 2740.0 0856 1,809.94 121503 N 2741.0 0857 1,727.83 101403 N 2742.0 0858 3,803.23 101403 N 2743.0 0859 888.80 102003 N 2744.0 0860 800.80 102303 N 2745.0 0861 1,097.31 010504 N 2746.0 0862 585.20 102803 N 2747.0 0863 800.80 102903 N 2748.0 0865 1,090.10 103003 N 2750.0 0866 1,621.69 010104 N 2751.0 0867 1,090.10 103003 N 2752.0 0868 800.80 110203 N 2753.0 0869 904.97 012904 N 2806.0 0870 1,148.95 011204 N 2807.0 0871 641.30 011204 N 2808.0 0873 800.80 011504 N 2810.0 0874 393.46 031504 N 2811.0 0875 585.20 012004 N 2812.0 0876 800.80 012104 N 2813.0 0877 904.97 022604 N 2814.0 0878 800.80 012504 N 2815.0 0879 676.29 040204 N 2816.0 0880 931.70 012704 N 2817.0 0881 385.45 040604 N 2818.0 0882 3,021.30 012904 N 2819.0 0883 897.66 032604 N 2820.0 0884 897.66 042304 N 2821.0 0886 1,225.44 102903 N 2823.0 0887 3,803.23 020304 N 2824.0 0888 1,031.10 102303 N 2825.0 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 08/20/05 EST. NO.37 TIME 08:32 AM R.E. NAME: WILLIAM B SHEDD 04-006054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0889 1,047.20 020304 N 2826.0 0890 3,587.08 102803 N 2827.0 0891 985.60 020304 N 2828.0 0892 1,369.72 121503 N 2829.0 0893 847.00 020304 N 2830.0 0894 1,031.10 112003 N 2831.0 0895 10,141.56 020404 N 2832.0 0896 3,007.31 042704 N 2992.0 0897 3,092.21 020204 N 2993.0 0898 4,549.16 052705 N 2961.0 0899 1,049.40 051404 N 2962.0 0900 1,922.27 060903 N 2963.0 0901 1,057.23 060203 N 2964.0 0902 1,057.23 061203 N 2965.0 0903 1,057.23 061203 N 2966.0 0904 800.80 071003 N 2967.0 0905 800.80 071003 N 2968.0 0906 800.80 071003 N 2969.0 0907 3,803.23 062303 N 2970.0 0908 1,303.63 062303 N 2971.0 0909 1,149.63 070203 N 2972.0 0910 1,285.30 060203 N 2973.0 0911 1,049.52 060503 N 2974.0 0912 4,459.71 052803 N 2975.0 0913 980.40 060503 N 2976.0 0914 800.80 051304 N 2977.0 0915 1,047.20 052604 N 2978.0 0916 847.00 052704 N 2979.0 0917 847.00 052704 N 2980.0 0919 4,549.16 042904 N 2982.0 0920 855.00 051204 N 2983.0 0921 297.00 041604 N 2984.0 0922 1,049.40 041604 N 2985.0 0924 1,621.69 052004 N 2987.0 0925 4,437.93 052604 N 2988.0 0926 1,049.40 061104 N 2960.0 0927 2,973.30 030204 N 2989.0 0928 2,973.30 033004 N 2990.0 0929 2,973.30 052504 N 2991.0 0930 532.68 030904 N 2927.0 0931 1,100.00 031904 N 2928.0 0933 800.80 031804 N 2930.0 0934 297.00 031904 N 2931.0 0935 1,049.40 031904 N 2932.0 0936 303.64 041504 N 2933.0 0937 3,222.00 033104 N 2934.0 0938 2,972.48 040204 N 2935.0 0940 1,047.20 033104 N 2937.0 0941 985.60 033104 N 2938.0 0942 847.00 040104 N 2939.0 0943 847.00 040104 N 2940.0 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 08/20/05 EST. NO.37 TIME 08:32 AM R.E. NAME: WILLIAM B SHEDD 04-006054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0945 8,553.77 030404 N 2942.0 0946 4,991.10 050304 N 2943.0 0949 800.80 041504 N 2946.0 0950 150.04 051204 N 2947.0 0951 715.00 051904 N 2948.0 0952 1,047.20 042804 N 2949.0 0953 847.00 042904 N 2950.0 0954 847.00 042904 N 2951.0 0955 847.00 042904 N 2952.0 0958 141.34 120503 N 2955.0 0959 9,999.83 081904 N 2956.0 0959-1 -9,999.83 081904 N 2956.0 DAO CORRECTING ENTRY 0959-2 9,090.75 081904 N 2956.0 DAO CORRECTING ENTRY 0961 800.80 061004 N 2959.0 0962 846.03 010104 N 2896.0 0963 846.03 020104 N 2897.0 0964 846.03 030104 N 2898.0 0967 1,293.16 101703 N 2901.0 0969 13.70 120903 N 2903.0 0970 94.97 012204 N 2904.0 0971 228.45 012604 N 2905.0 0972 206.00 012704 N 2906.0 0973 154.70 021204 N 2907.0 0974 3,119.41 021204 N 2908.0 0975 79.49 021904 N 2909.0 0976 91.17 021904 N 2910.0 0977 1,502.01 021904 N 2911.0 0978 41.39 022604 N 2912.0 0979 19.35 022604 N 2913.0 0980 178.62 022604 N 2914.0 0981 846.03 120103 N 2895.0 0982 214.69 030404 N 2915.0 0983 1,325.30 030904 N 2916.0 0984 50.77 042704 N 2917.0 0985 206.25 033104 N 2918.0 0986 679.80 032204 N 2919.0 0987 519.75 031704 N 2920.0 0988 745.80 031204 N 2921.0 0989 847.00 030404 N 2922.0 0990 847.00 030404 N 2923.0 0991 847.00 030404 N 2924.0 0993 3,834.22 030504 N 2926.0 0994 14,611.52 060603 N 2894.0 1000 1,345.50 052505 N 3061.0 1001 8,004.00 062005 N 3032.0 1002 10,981.35 052605 N 3033.0 1012 4,549.16 030205 N 3132.0 1013 800.80 021605 N 3133.0 1014 5,114.36 021505 N 3134.0 1015 800.80 060805 N 3135.0 1016 1,049.40 021705 N 3136.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 7 DATE 08/20/05 EST. NO.37 TIME 08:32 AM R.E. NAME: WILLIAM B SHEDD 04-006054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 1017 4,549.16 020205 N 3137.0 1018 1,049.40 012005 N 3138.0 1019 847.00 010505 N 3139.0 1020 1,047.20 010405 N 3140.0 1021 847.00 010505 N 3141.0 1022 847.00 020205 N 3142.0 1023 847.00 020205 N 3143.0 1024 847.00 020205 N 3144.0 1025 1,047.20 020105 N 3145.0 1026 4,549.16 010505 N 3146.0 1027 800.80 011905 N 3147.0 1028 847.00 010505 N 3148.0 1029 847.00 062205 N 3106.0 1030 1,047.20 062105 N 3107.0 1031 4,850.30 062205 N 3108.0 1032 847.00 062205 N 3109.0 1033 847.00 062205 N 3110.0 1034 489.94 051605 N 3111.0 1035 4,549.16 042705 N 3112.0 1036 1,047.20 052405 N 3113.0 1037 847.00 052505 N 3114.0 1038 847.00 052505 N 3115.0 1039 847.00 052505 N 3116.0 1040 1,047.20 042605 N 3117.0 1041 847.00 042705 N 3118.0 1042 847.00 042705 N 3119.0 1043 847.00 042705 N 3120.0 1044 1,049.40 051205 N 3121.0 1045 800.80 051105 N 3122.0 1046 4,533.98 051005 N 3123.0 1047 182.60 062105 N 3124.0 1048 1,049.40 050905 N 3125.0 1049 4,549.16 052505 N 3126.0 1050 489.94 041105 N 3127.0 1051 1,047.20 030105 N 3128.0 1052 847.00 030205 N 3129.0 1053 847.00 030205 N 3130.0 1054 847.00 030205 N 3131.0 1055 10,200.96 030304 N 3149.0 1056 377.74 032805 N 3150.0 1057 1,049.40 041405 N 3151.0 1058 4,624.57 041205 N 3152.0 1059 847.00 033005 N 3153.0 1060 847.00 033005 N 3154.0 1061 800.80 041305 N 3155.0 1062 847.00 033005 N 3156.0 1063 4,935.25 033005 N 3157.0 1064 1,047.20 032905 N 3158.0 1065 4,646.00 031505 N 3159.0 1066 4,700.63 011805 N 3160.0 1067 800.80 031605 N 3161.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 8 DATE 08/20/05 EST. NO.37 TIME 08:32 AM R.E. NAME: WILLIAM B SHEDD 04-006054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 1068 1,049.40 031705 N 3162.0 1069 169.10 032805 N 3163.0 1070 800.80 031104 N 3164.0 1072 4,533.98 060705 N 3166.0 1073 1,132.75 042105 N 3167.0 1074 1,049.40 112504 N 3168.0 1075 8,004.00 071905 N 3187.0 035 0002 881.77 E.W. @ F.A.(+) 101204 Y 2181.0 046 0016 2,190.03 E.W. @ F.A.(+) 062105 N 3182.0 0017 3,622.71 062105 N 3183.0 0018 1,460.03 060305 N 3181.0 049 0020 17,820.00 E.W. @ F.A.(+) 083104 Y 2100.0 0053 2,702.70 053105 Y 2657.0 050 0002 19,871.00 E.W. @ L.S.(+) 071805 Y 3180.0 057 0001 47,481.63 E.W. @ L.S.(+) 060805 Y 2658.0 058 0001 38,448.00 A.C. @ L.S.(+) 081905 N A 0 059 0001 326.54 E.W. @ F.A.(+) 041905 N 2558.0 0005 139.01 040505 N 2565.0 0006 946.98 040505 N 2566.0 0007 2,040.98 040705 N 2568.0 0009 209.19 041905 N 2572.0 0010 209.19 042005 N 2573.0 0011 104.60 042105 N 2574.0 0012 209.19 042205 N 2575.0 0013 219.52 042705 N 2576.0 0014 462.79 042805 N 2577.0 0015 209.19 042905 N 2579.0 0016 920.66 043005 N 2598.0 0017 226.98 042705 N 2601.0 0018 223.70 040505 N 2533 0 0019 1,028.23 040605 N 2567.0 0020 1,152.30 041205 N 2569.0 0021 774.23 041405 N 2589.0 0022 639.62 041305 N 2590.0 0023 1,173.69 050205 N 2637.0 0024 293.77 051905 N 2678.0 0025 975.63 052705 N 2679.0 0027 448.80 053105 N 2681.0 0028 663.69 060905 N 2682.0 0029 470.94 052605 N 2684.0 0030 773.45 060805 N 2686.0 0031 301.60 060705 N 2687.0 0032 910.76 060705 N 2688.0 0033 331.85 060305 N 2690.0 0034 208.49 052405 N 2691.0 0035 228.72 060605 N 2692.0 0036 1,178.00 052505 N 2653.0 0038 109.76 060305 N 2700.0 0039 104.60 053105 N 2702.0 0041 253.78 061505 N 2995.0 0042 1,458.46 061505 N 2997.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 9 DATE 08/20/05 EST. NO.37 TIME 08:32 AM R.E. NAME: WILLIAM B SHEDD 04-006054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0043 801.92 052505 N 3001.0 0044 1,482.82 052605 N 3002.0 0045 109.76 062405 N 3057.0 0046 2,350.44 052405 N 3058.0 0048 1,982.54 061405 N 2999.0 0049 2,288.76 061305 N 3000.0 0050 633.92 051105 N 3036.0 0051 180.31 052505 N 2694.1 0052 577.30 061605 N 3041.0 0053 418.38 061705 N 3044.0 0054 109.76 062705 N 3056.0 0056 2,226.98 051905 N 2650.1 0058 5,794.57 063005 N 3062.0 0059 1,023.34 052605 N 3104.0 0060 564.88 052505 N 3105.0 0061 1,858.69 052705 N 3060.0 0062 1,217.09 062705 N 3170.0 0063 1,970.00 062905 N 3171.0 0064 1,970.00 063005 N 3172.0 0065 1,970.00 070505 N 3173.0 0066 1,970.00 070605 N 3174.0 0067 1,725.41 070705 N 3175.0 0068 1,795.41 062805 N 3176.0 0069 2,787.81 042105 N 3189.0 0070 1,140.15 042205 N 3190.0 0071 1,403.51 042905 N 3192.0 0072 1,290.32 043005 N 3193.0 0073 596.92 050305 N 3194.0 0074 1,061.50 061505 N 2997.1 0075 1,061.50 061405 N 2999.1 0076 1,061.50 061305 N 3000.1 0077 105.62 042805 N 3169.0 0078 1,802.87 052505 N 2694.2 0079 1,892.95 072705 N 3230.0 0080 465.84 072505 N 3231.0 0081 358.44 072105 N 3232.0 0082 358.44 072005 N 3233.0 1,086,417.80 TOTAL THIS ESTIMATE 13,836,365.96 TOTAL PREVIOUS ESTIMATE 14,922,783.76 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 08/20/05 EST. NO.37 TIME 08:32 AM R.E. NAME: WILLIAM B SHEDD 04-006054 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE EPEG DATA NOT SUBMIT -214,371.70 06 CPM-RETAIN 25% -425,302.25 07 RETURN EST. # 6 214,371.70 07 SWPPP - RETAIN 25% -425,302.25 07 CPM - RETAIN 25% -406,827.23 08 RETURN CPM -25% 425,302.25 08 RETURN SWPPP - 25% 425,302.25 08 RETURN CPM -25% 406,827.23 09 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 08:32 AM ESTIMATE NO. 37 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 08/20/05 LOCATION PROGRESS ESTIMATE 04-CC-680-23.9/24.9 ----------------- FCI CONSTRUCTORS, INC IN CONTRA COSTA COUNTY IN AND NEAR 2100 GOODYEAR ROAD MARTINEZ FROM 0.5 KM SOUTH OF BENICIA, CA 94510 MOCOCO OVERHEAD TO BENICIA MARTINEZ BRIDGE AND OVERHEAD FED. AID NO. ACIM-680 -1(54)N RECONSTRUCT EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY HIGH VISIBILITY BOUNDARY FENCE M 6.0000 4,800.00 638.000 3,828.00 02 PROGRESS SCHEDULE (CRITICAL PATH) LS 13,500.0000 13,500.00 0.018 243.00 0.812 10,962.00 03 TIME-RELATED OVERHEAD WDAY 6,000.0000 3,180,000.00 22.000 132,000.00 683.000 4,098,000.00 04 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 3,500.0000 3,500.00 1.000 3,500.00 SYSTEM DATA DELIVERY 05 450 MM TEMPORARY CULVERT M 135.0000 43,200.00 280.200 37,827.00 06 600 MM TEMPORARY CULVERT M 170.0000 5,780.00 0.000 0.00 07 NON-STORM WATER DISCHARGE LS 250,000.0000 250,000.00 1.000 250,000.00 08 PREPARE STORM WATER POLLUTION LS 6,500.0000 6,500.00 1.000 6,500.00 PREVENTION PLAN 09 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.970 58,200.00 10 TEMPORARY COVER LS 10,000.0000 10,000.00 0.900 9,000.00 11 TEMPORARY FENCE (TYPE ESA) M 4.0000 9,520.00 1,674.000 6,696.00 12 TEMPORARY EROSION CONTROL M2 0.7000 9,450.00 0.000 0.00 S) 13 TEMPORARY SILT FENCE M 4.0000 11,000.00 2,079.000 8,316.00 14 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 27,000.00 14.000 42,000.00 15 TEMPORARY ENTRANCE/EXITS LS 15,000.0000 15,000.00 0.850 12,750.00 16 PHOTO SURVEY OF EXISTING NON-HIGHWAY LS 9,000.0000 9,000.00 0.500 4,500.00 FACILITIES 17 CONSTRUCTION AREA SIGNS LS 25,180.0000 25,180.00 0.980 24,676.40 S) 18 TRAFFIC CONTROL SYSTEM LS 190,000.0000 190,000.00 1.000 190,000.00 S) 19 TYPE III BARRICADE EA 180.0000 1,440.00 4.000 720.00 S) 20 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.2500 103,950.00 6,597.870 54,432.43 S) 21 TEMPORARY PAVEMENT MARKING (TAPE) M2 195.0000 42,900.00 130.050 25,359.75 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 8,400.00 13.000 390.00 259.000 7,770.00 S) PROGRAM CAS145 PAGE 2 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 08:32 AM ESTIMATE NO. 37 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 735.00 0.000 0.00 S) (LEFT IN PLACE) 24 TEMPORARY PAVEMENT MARKER EA 3.5000 3,045.00 786.000 2,751.00 25 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,800.0000 88,000.00 5.000 44,000.00 S) 26 TEMPORARY RAILING (TYPE K) M 18.5000 95,460.00 5,631.190 104,177.02 27 TEMPORARY CRASH CUSHION MODULE EA 175.0000 35,000.00 302.000 52,850.00 S) 28 ABANDON CULVERT M 70.0000 2,800.00 13.600 952.00 29 REMOVE CHAIN LINK FENCE M 13.0000 741.00 0.000 0.00 30 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 1,100.00 1,740.560 3,481.12 31 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 18.7500 75,562.50 3,426.040 64,238.25 STRIPE 32 REMOVE PAINTED TRAFFIC STRIPE M 3.2500 3,900.00 1,674.230 5,441.25 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.7000 23,218.00 4,145.400 19,483.38 34 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 45.0000 4,365.00 16.060 722.70 35 REMOVE PAVEMENT MARKER EA 1.8500 4,791.50 2,465.000 4,560.25 36 REMOVE ROADSIDE SIGN EA 150.0000 3,450.00 1.000 150.00 37 REMOVE ROADSIDE SIGN EA 100.0000 100.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 38 REMOVE SIGN STRUCTURE EA 3,600.0000 3,600.00 1.000 3,600.00 39 REMOVE ASPHALT CONCRETE DIKE M 21.0000 6,300.00 300.000 6,300.00 40 REMOVE CULVERT M 48.0000 6,240.00 130.400 6,259.20 41 CLEAN 1650 MM DRAINAGE FACILITY EA 6,000.0000 6,000.00 0.000 0.00 S) 42 CLEAN 840 MM DRAINAGE FACILITY EA 13,000.0000 13,000.00 0.000 0.00 43 REMOVE INLET EA 750.0000 3,000.00 2.000 1,500.00 44 REMOVE HEADWALL EA 745.0000 1,490.00 1.000 745.00 45 REMOVE ASPHALT CONCRETE SURFACING M3 40.0000 32,400.00 669.000 26,760.00 46 REMOVE BASE AND SURFACING M3 19.0000 10,260.00 515.000 9,785.00 47 REMOVE CONCRETE DECK SURFACE M2 22.2000 9,990.00 0.000 0.00 48 SALVAGE METAL BEAM GUARD RAILING M 25.0000 3,500.00 133.000 3,325.00 49 RELOCATE CONCRETE BARRIER (TYPE K) M 11.2000 9,856.00 739.090 8,277.81 PROGRAM CAS145 PAGE 3 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 08:32 AM ESTIMATE NO. 37 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RELOCATE ROADSIDE SIGN EA 200.0000 600.00 2.000 400.00 51 ADJUST INLET EA 2,000.0000 2,000.00 1.000 2,000.00 52 ADJUST FRAME AND COVER TO GRADE EA 1,220.0000 14,640.00 0.000 0.00 53 PLANE ASPHALT CONCRETE PAVEMENT M2 25.1000 21,586.00 385.000 9,663.50 S) 54 REMOVE CONCRETE M3 136.0000 1,224.00 0.450 61.20 55 CAP INLET EA 960.0000 1,920.00 2.000 1,920.00 56 BRIDGE REMOVAL (PORTION) LS 10,000.0000 10,000.00 0.920 9,200.00 57 SALVAGE CRASH CUSHION EA 1,490.0000 1,490.00 1.000 1,490.00 58 CLEARING AND GRUBBING LS 23,000.0000 23,000.00 1.000 23,000.00 59 ROADWAY EXCAVATION M3 26.0000 1,406,600.00 53,739.330 1,397,222.58 60 ROADWAY EXCAVATION (SLAG AND CINDER) M3 184.0000 4,232.00 0.000 0.00 61 ROADWAY EXCAVATION (HAZARDOUS) M3 132.0000 35,640.00 270.000 35,640.00 62 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 63 STRUCTURE EXCAVATION (BRIDGE) M3 190.0000 318,250.00 1,675.000 318,250.00 F) 64 STRUCTURE EXCAVATION (HAZARDOUS) M3 270.0000 55,080.00 204.000 55,080.00 F) 65 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 74,500.00 1,490.000 74,500.00 F) 66 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 27.0000 4,320.00 160.000 4,320.00 F) 67 STRUCTURE BACKFILL (BRIDGE) M3 48.0000 69,312.00 1,444.000 69,312.00 F) 68 STRUCTURE BACKFILL (RETAINING WALL) M3 33.0000 78,243.00 1,902.000 62,766.00 F) 69 STRUCTURE EXCAVATION (SIGN FOUNDATION) M3 40.0000 880.00 22.000 880.00 70 STRUCTURE BACKFILL (SIGN FOUNDATION) M3 100.0000 1,600.00 16.000 1,600.00 71 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 70.0000 1,400.00 20.000 1,400.00 F) 72 PERVIOUS BACKFILL MATERIAL (RETAINING M3 45.0000 6,300.00 140.000 6,300.00 WALL) 73 SAND BACKFILL M3 26.0000 286.00 1.030 26.78 74 DITCH EXCAVATION M3 34.0000 36,720.00 48.000 1,632.00 75 DITCH EXCAVATION (HAZARDOUS) M3 160.0000 32,000.00 74.000 11,840.00 76 DRAINAGE EXCAVATION (HAZARDOUS) M3 180.0000 8,820.00 25.000 4,500.00 PROGRAM CAS145 PAGE 4 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 08:32 AM ESTIMATE NO. 37 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SOIL NAIL ASSEMBLY M 66.0000 54,780.00 830.000 54,780.00 S) 78 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 79 SUBGRADE ENHANCEMENT FABRIC M2 1.2500 4,112.50 3,290.000 4,112.50 80 GEOMEMBRANE (TYPE B) M2 14.6000 169,360.00 11,600.000 169,360.00 81 LIGHTWEIGHT EMBANKMENT MATERIAL M3 44.5000 1,321,650.00 27,947.420 1,243,660.19 (CELLULAR CONCRETE, 4.7 KN/M3) 82 LIGHTWEIGHT EMBANKMENT MATERIAL M3 57.0000 1,048,800.00 1,461.000 83,277.00 19,824.540 1,129,998.78 (CELLULAR CONCRETE, 6.3 KN/M3) 83 LIGHTWEIGHT EMBANKMENT MATERIAL M3 81.5000 953,550.00 861.000 70,171.50 S) (EPS BLOCK) 84 SHORING M 800.0000 320,000.00 243.000 194,400.00 85 GEOMEMBRANE M2 15.0000 137,550.00 529.210 7,938.15 (TYPE A - GASOLINE RESISTANT) 86 GEOTEXTILE CUSHION M2 7.2000 25,272.00 164.000 1,180.80 87 EROSION CONTROL (NETTING) M2 4.5000 30,105.00 5,860.560 26,372.52 S) 88 STRAW (EROSION CONTROL) TONN 650.0000 4,095.00 1.630 1,059.50 S) 89 FIBER (EROSION CONTROL) KG 1.7500 3,657.50 617.500 1,080.63 S) 90 FIBER ROLLS M 12.0000 28,800.00 1,926.400 23,116.80 S) 91 COMPOST (EROSION CONTROL) KG 0.7500 4,755.00 1,891.000 1,418.25 S) 92 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 925.0000 11,100.00 2.000 1,850.00 4.000 3,700.00 S) 93 PURE LIVE SEED (TYPE 1) KG 50.0000 5,500.00 15.200 760.00 S) (EROSION CONTROL) 94 PURE LIVE SEED (TYPE 2) KG 65.0000 2,405.00 8.000 520.00 8.000 520.00 S) (EROSION CONTROL) 95 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 130.00 28.000 28.00 154.000 154.00 S) 96 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,920.00 19.600 78.40 162.720 650.88 S) 97 NPS 12 SUPPLY LINE (BRIDGE) M 240.0000 48,960.00 184.000 44,160.00 98 CLASS 4 AGGREGATE SUBBASE M3 40.0000 58,800.00 1,442.400 57,696.00 99 CLASS 3 AGGREGATE BASE M3 44.0000 50,600.00 1,061.000 46,684.00 00 ASPHALT TREATED PERMEABLE BASE M3 160.0000 118,400.00 358.071 57,291.36 01 ASPHALT CONCRETE (TYPE A) TONN 73.0000 1,270,200.00 11,244.690 820,862.37 02 ASPHALT CONCRETE (OPEN GRADED) TONN 95.0000 35,150.00 0.000 0.00 03 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 2,860.00 28.850 634.70 AREA) PROGRAM CAS145 PAGE 5 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 08:32 AM ESTIMATE NO. 37 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 5,640.00 405.000 4,860.00 05 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.1000 4.40 0.000 0.00 06 PORTLAND CEMENT CONCRETE SLAB M3 165.0000 77,550.00 23.500 3,877.50 07 2.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,605.0000 1,458,800.00 206.390 537,645.95 PILING 08 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 1,470.0000 223,440.00 152.000 223,440.00 S) PILING (ROCK SOCKET) 09 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 808,000.00 189.650 379,300.00 S) PILING (ROCK SOCKET) 10 2.8 M PERMANENT STEEL CASING M 3,700.0000 2,075,700.00 205.890 761,793.00 S) 11 ISOLATION CASING KG 8.6000 172,000.00 0.000 0.00 S) 12 FURNISH PILING (CLASS 400C) M 50.0000 2,700.00 54.000 2,700.00 (SIGN FOUNDATION) 13 DRIVE PILE (CLASS 400C) EA 1,550.0000 6,200.00 4.000 6,200.00 (SIGN FOUNDATION) 14 CUTOFF WALL (STEEL SHEET PILING) M2 115.0000 377,200.00 4,200.200 483,023.00 15 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 257.0000 1,058,840.00 370.000 95,090.00 3,240.940 832,921.58 PILING (610 MM) 16 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 910.0000 199,290.00 20.000 18,200.00 165.000 150,150.00 S) PILE (610 MM) 17 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 328.0000 123,328.00 402.000 131,856.00 PILING (762 MM) 18 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 1,140.0000 22,800.00 20.000 22,800.00 S) PILE (762 MM) 19 PRESTRESSING CONCRETE LS 515,000.0000 515,000.00 1.000 515,000.00 S) 20 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 208,000.00 1,040.000 208,000.00 F) 21 STRUCTURAL CONCRETE, BRIDGE M3 412.0000 4,297,160.00 13,270.000 5,467,240.00 F) 22 STRUCTURAL CONCRETE, RETAINING WALL M3 290.0000 561,730.00 1,533.000 444,570.00 F) 23 STRUCTURAL CONCRETE, APPROACH SLAB M3 370.0000 133,200.00 348.000 128,760.00 F) (TYPE N) 24 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 32,315.00 0.180 207.00 22.530 25,909.50 F) 25 MINOR CONCRETE (SIGN FOUNDATION) M3 1,000.0000 6,000.00 6.500 6,500.00 26 MINOR CONCRETE (PIPE COVER) M3 150.0000 450.00 3.000 450.00 27 MINOR CONCRETE (BACKFILL) M3 150.0000 18,000.00 120.000 18,000.00 28 FRACTURED RIB TEXTURE M2 40.0000 16,400.00 340.650 13,626.00 F) 29 DRILL AND BOND ANCHOR BOLT M 216.5000 19,918.00 0.000 0.00 30 FURNISH PRECAST PRETENSIONED CONCRETE EA 15,800.0000 189,600.00 0.000 0.00 S) BULB-TEE GIRDER (5 M - 10 M) PROGRAM CAS145 PAGE 6 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 08:32 AM ESTIMATE NO. 37 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH PRECAST PRETENSIONED CONCRETE EA 30,750.0000 30,750.00 0.000 0.00 S) BULB-TEE GIRDER (30 M - 35 M) 32 FURNISH PRECAST PRETENSIONED CONCRETE EA 33,000.0000 264,000.00 0.000 0.00 S) BULB-TEE GIRDER (35 M - 40 M) 33 FURNISH PRECAST PRETENSIONED CONCRETE EA 35,800.0000 107,400.00 0.000 0.00 S) BULB-TEE GIRDER (40 M - 45 M) 34 FURNISH PRECAST PRETENSIONED CONCRETE EA 41,600.0000 332,800.00 0.000 0.00 S) BULB-TEE GIRDER (45 M - 50 M) 35 FURNISH PRECAST PRETENSIONED CONCRETE EA 45,500.0000 773,500.00 0.000 0.00 S) BULB-TEE GIRDER (50 M - 55 M) 36 FURNISH PRECAST PRETENSIONED CONCRETE EA 49,200.0000 984,000.00 0.000 0.00 S) BULB-TEE GIRDER (55 M - 60 M) 37 FURNISH PRECAST PRETENSIONED CONCRETE EA 53,000.0000 159,000.00 0.000 0.00 S) BULB-TEE GIRDER (60 M - 65 M) 38 ERECT PRECAST PRETENSIONED CONCRETE EA 17,160.0000 1,235,520.00 0.000 0.00 S) GIRDER 39 REFINISH BRIDGE DECK M2 250.0000 10,250.00 0.000 0.00 40 PTFE SPHERICAL BEARING EA 5,500.0000 66,000.00 11.000 60,500.00 S) 41 SEISMIC ISOLATION BEARING EA 8,000.0000 176,000.00 23.000 184,000.00 S) 42 JOINT SEAL (MR 30 MM) M 112.0000 10,864.00 107.000 11,984.00 S) 43 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,850.0000 55,500.00 15.000 27,750.00 S) 44 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,095.0000 85,895.00 41.000 85,895.00 S) 45 BAR REINFORCING STEEL KG 1.0500 702.45 739.000 775.95 SF)(SIGN FOUNDATION) 46 BAR REINFORCING STEEL (BRIDGE) KG 1.1900 3,473,848.00 3,351,500.000 3,988,285.00 SF) 47 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3700 231,177.91 133,159.000 182,427.83 SF) 48 HEADED BAR REINFORCEMENT EA 4.4800 170,240.00 746.000 3,342.08 SF) 49 SHOTCRETE M3 474.0000 12,324.00 26.000 12,324.00 F) 50 STRUCTURAL STEEL KG 1.4400 128,592.00 0.000 0.00 SF) 51 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 344,952.00 61,445.000 368,670.00 F) 52 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5200 29,895.84 39,425.000 20,501.00 SF) 53 920 MM CAST-IN-DRILLED-HOLE M 300.0000 1,950.00 7.700 2,310.00 S) CONCRETE PILE (SIGN FOUNDATION) 54 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 2,100.00 6.700 2,010.00 PILE (SIGN FOUNDATION) 55 ROADSIDE SIGN - ONE POST EA 100.0000 1,800.00 4.000 400.00 56 ROADSIDE SIGN - TWO POST EA 200.0000 400.00 1.000 200.00 57 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 50.0000 250.00 0.000 0.00 METHOD) PROGRAM CAS145 PAGE 7 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 08:32 AM ESTIMATE NO. 37 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 59 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 175.0000 1,750.00 10.000 1,750.00 60 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 115.0000 3,220.00 25.000 2,875.00 61 525 MM ALTERNATIVE PIPE CULVERT M 422.0000 40,934.00 0.000 0.00 62 600 MM ALTERNATIVE PIPE CULVERT M 133.0000 18,620.00 220.300 29,299.90 63 450 MM REINFORCED CONCRETE PIPE M 300.0000 9,300.00 29.300 8,790.00 64 600 MM REINFORCED CONCRETE PIPE M 800.0000 960.00 0.000 0.00 65 80 MM PLASTIC PIPE (EDGE DRAIN) M 26.0000 22,880.00 599.400 15,584.40 66 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 20.0000 3,600.00 52.100 1,042.00 67 PERMEABLE MATERIAL (BLANKET) M3 45.0000 96,750.00 2,222.640 100,018.80 68 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 69 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 70 450 MM ALTERNATIVE FLARED END SECTION EA 925.0000 925.00 0.000 0.00 71 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 72 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 75 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 76 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 77 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 78 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 500.0000 3,000.00 0.000 0.00 79 ROCK SLOPE PROTECTION M3 425.0000 13,600.00 0.000 0.00 (FACING, METHOD B) 80 CONCRETE (GUTTER LINING) M3 150.0000 3,450.00 23.000 3,450.00 81 ROCK SLOPE PROTECTION FABRIC M2 30.0000 990.00 0.000 0.00 82 MINOR CONCRETE (MISCELLANEOUS M3 345.0000 3,450.00 4.400 1,518.00 CONSTRUCTION) 83 MINOR CONCRETE (GUTTER) M 85.0000 10,200.00 120.000 10,200.00 F) 84 MISCELLANEOUS IRON AND STEEL KG 3.3000 7,682.40 1,628.000 5,372.40 SF) PROGRAM CAS145 PAGE 8 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 08:32 AM ESTIMATE NO. 37 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MISCELLANEOUS METAL KG 12.0000 31,320.00 2,610.000 31,320.00 SF)(RESTRAINER - PIPE TYPE) 86 MISCELLANEOUS METAL (BRIDGE) KG 11.3000 370,188.00 32,763.000 370,221.90 SF) 87 CHAIN LINK FENCE (TYPE CL-0.9) M 32.0000 3,840.00 120.000 3,840.00 SF) 88 CHAIN LINK FENCE (TYPE CL-0.9, M 36.0000 10,440.00 284.000 10,224.00 S) VINYL-CLAD) 89 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 13,600.00 0.000 0.00 S) 90 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 91 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,500.0000 5,000.00 0.000 0.00 S) 92 SURVEY MONUMENT (TYPE D) EA 700.0000 7,000.00 0.000 0.00 93 OBJECT MARKER (TYPE P) EA 75.0000 375.00 0.000 0.00 94 OBJECT MARKER (TYPE L-1) EA 35.0000 700.00 10.000 350.00 95 METAL BEAM GUARD RAILING (WOOD POST) M 52.0000 16,640.00 175.000 9,100.00 S) 96 CONCRETE BARRIER (TYPE K) M 47.0000 84,600.00 1,378.010 64,766.47 97 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 18,000.00 3.000 5,400.00 S) 98 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 2,100.00 2.000 1,400.00 S) 99 CRASH CUSHION, SAND FILLED EA 3,710.0000 11,130.00 0.000 0.00 S) 00 CRASH CUSHION (ADIEM) EA 16,000.0000 32,000.00 0.000 0.00 S) 01 CONCRETE BARRIER (TYPE 60) M 188.0000 14,852.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60D) M 109.0000 13,080.00 120.000 13,080.00 F) 03 CONCRETE BARRIER (TYPE 736) M 135.0000 121,095.00 877.000 118,395.00 F) 04 CONCRETE BARRIER (TYPE 736A) M 150.0000 41,550.00 10.000 1,500.00 F) 05 THERMOPLASTIC TRAFFIC STRIPE M 4.7500 16,340.00 2,562.800 12,173.30 06 THERMOPLASTIC PAVEMENT MARKING M2 70.0000 5,880.00 37.820 2,647.40 07 PAINT TRAFFIC STRIPE (2-COAT) M 2.6500 32,065.00 17,341.190 45,954.15 S) 08 PAINT PAVEMENT MARKING (2-COAT) M2 55.0000 3,300.00 111.160 6,113.80 S) 09 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 5,100.00 771.000 2,313.00 S) 10 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8000 5,168.00 2,178.000 8,276.40 S) 11 SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 0.750 56,250.00 S) PROGRAM CAS145 PAGE 9 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 08:32 AM ESTIMATE NO. 37 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 75,000.0000 75,000.00 0.870 65,250.00 S) 13 LIGHTING (STAGE CONSTRUCTION) LS 16,000.0000 16,000.00 0.800 12,800.00 S) 14 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.832 166,400.00 S) 15 TRAFFIC OPERAITONS SYSTEM LS 176,000.0000 176,000.00 0.481 84,656.00 S) 16 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 17 RELOCATE CATHODIC PROTECTION(RECTIFIER) LS 30,000.0000 30,000.00 0.000 0.00 18 SEWER LINE VIDEO SURVEY EA 20,000.0000 40,000.00 2.000 40,000.00 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006054 TIME 08:32 AM ESTIMATE NO. 37 BID OPENING 07/16/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: WILLIAM B SHEDD DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 331,883.40 27,914,492.86 ADJUSTMENT OF COMPENSATION 38,448.00 -2,686,003.58 EXTRA WORK 1,047,969.80 17,608,787.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,418,301.20 42,837,276.62 20 MOBILIZATION LS 3850,000.0000 3,850,000.00 1.000 3,850,000.00 ORIGINAL CONTRACT AMOUNT 39,272,830.00 TOTAL WORK COMPLETED 1,418,301.20 46,687,276.62 MATERIALS ON HAND ON SITE 2,591,079.68 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,418,301.20 49,278,356.30 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 08/23/02 530 09/10/02 09/10/02 12/31/05 683 53 221 0 92% 91% PROGRESS IS SATISFACTORY WILLIAM B SHEDD RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 08/20/05