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 08/27/07 EST. NO.53 TIME 02:49 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 1759 146.19 E.W. @ F.A.(+) 051907 Y 7099.0 1804 462.74 060907 Y 7400.0 1831 103.01 070307 Y 7793.0 1832 594.55 070307 Y 7794.0 1833 594.55 070207 Y 7795.0 1834 154.52 070507 Y 7761.0 1836 269.76 070207 Y 7766.0 1837 594.55 070507 Y 7767.0 1838 594.55 070607 Y 7768.0 1839 646.88 071007 Y 7835.0 1840 107.82 070907 Y 7841.0 1841 431.26 071107 Y 7842.0 1842 725.85 071307 Y 7861.0 1843 725.85 071207 Y 7862.0 1844 286.22 071207 Y 7863.0 1845 725.85 071107 Y 7864.0 1846 725.85 071007 Y 7865.0 1847 626.71 070907 Y 7866.0 1849 725.85 071807 Y 7942.0 1850 725.85 071907 Y 7943.0 1851 107.82 071607 Y 7944.0 1852 107.82 071607 Y 7945.0 1853 725.85 072007 Y 7940.0 1854 282.67 071807 Y 7930.0 1855 215.63 071807 Y 7931.0 1856 431.25 071907 Y 7932.0 1857 215.63 072707 Y 8004.7 1858 49.69 072607 Y 8004.8 1859 147.36 072707 Y 8004.9 1860 215.63 072407 Y 8005.5 1861 606.98 072507 Y 8006.0 1862 500.66 072707 Y 8000.2 1863 500.66 072607 Y 8000.3 1864 500.66 072407 Y 8000.4 1865 500.66 072307 Y 8000.5 1868 157.30 071707 Y 8013.8 1869 500.66 072507 Y 8013.9 1870 172.41 073007 Y 8014.0 1871 215.63 071707 Y 8014.3 1873 262.56 073007 Y 8016.4 1874 107.82 073107 Y 8016.5 1875 262.56 073107 Y 8016.6 1877 204.58 080907 Y 8025.3 1887 76.29 081507 Y 8041.4 005 0041 48,676.18 A.C. @ U.P.(+) 071807 N 0041 0 006 0726 415.13 E.W. @ F.A.(+) 062607 Y 7640.0 009 0420 1,471.65 E.W. @ F.A.(+) 061507 N 7630 0 011 0169 215.60 E.W. @ F.A.(+) 070607 Y 7796.0 0170 332.40 071307 Y 7834.0 0171 368.80 072007 Y 7946.0 0172 394.80 072707 Y 7965.0 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 08/27/07 EST. NO.53 TIME 02:49 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 013 0140 6,462.50 E.W. @ F.A.(+) 041807 Y 6541.0 0161 2,768.22 070907 Y 7836.0 0162 3,507.91 071307 Y 7837.0 0163 2,407.20 071107 Y 7857.0 0164 2,407.20 071007 Y 7859.0 0165 2,445.26 070607 Y 7860.0 0166 899.94 072007 Y 7941.0 0169 409.31 062207 N 8022.4 0170 1,357.07 072307 N 8022.5 014 0202 358.14 E.W. @ F.A.(+) 051407 N 7963.0 0203 1,355.54 072407 N 8022.6 018 0015 100,377.48 E.W. @ L.S.(+) 082307 N 0015 0 0017 514,978.03 A.C. @ L.S.(+) 082307 N 0017 0 0018 91,427.79 082307 N 0018 0 019 0043 73.97 E.W. @ F.A.(+) 063007 Y 7797.0 022 0167 111.68 E.W. @ F.A.(+) 063007 Y 7789.0 0168 1,240.86 051507 Y 7790.0 0172 217.24 062707 Y 7856.0 0174 244.23 071207 Y 8014.2 027 0160 1,626.46 E.W. @ F.A.(+) 061907 Y 7854.0 0162 204.44 050407 Y 6879 0 0163 98.36 050407 Y 6879.2 031 0301 10.01 E.W. @ F.A.(+) 030907 Y 5785.1 0311 43.03 042607 Y 6648.1 0313 251.85 061407 Y 7408.0 0314 503.76 061307 Y 7367.0 037 0079 1,780.48 E.W. @ F.A.(+) 070507 Y 7788.0 0080 1,314.73 070307 Y 7769.0 0081 3,334.01 062207 Y 7838.0 0082 1,950.29 062107 Y 7855.0 046 0553 745.20 E.W. @ F.A.(+) 070307 Y 7786.0 0554 2,644.32 070207 Y 7787.0 0555 142.35 060607 Y 7314.1 0556 107.80 061207 Y 7355.1 0558 4,255.02 051407 Y 7927.0 0559 415.93 061207 Y 7355.2 0560 292.72 072607 Y 8005.1 0562 432.53 072607 Y 8016.8 0563 1,716.82 080307 Y 8014.1 0577 1,550.26 080307 Y 8028.0 0580 448.39 081707 Y 8042.5 0587 442.78 080207 Y 8041.2 050 0087 2,347.65 E.W. @ F.A.(+) 070207 Y 7785.0 0089 461.25 061407 Y 7544.1 0098 357.03 010307 Y 5081.1 0100 27.98 012207 Y 5346.1 0104 139.56 013107 Y 5365.1 0105 136.16 020107 Y 5366.1 0107 136.16 021407 Y 5534.1 0108 435.96 022007 Y 5642.1 0109 27.23 030107 Y 5745.1 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 08/27/07 EST. NO.53 TIME 02:49 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0110 422.63 030507 Y 5795.1 0111 245.09 022807 Y 5796.1 0112 263.98 031307 Y 5957.1 0113 216.16 032107 Y 6075.1 0114 53.89 032207 Y 6076.1 0115 502.63 031907 Y 6078.1 0116 395.97 032907 Y 6222.1 0118 794.32 042607 Y 6641.1 0122 246.62 051407 Y 6955.1 069 0038 271.30 E.W. @ F.A.(+) 020707 Y 5495.1 0039 278.21 020507 Y 5496.1 077 0012 7,344.09 A.C. @ U.P.(+) 082307 N 0012 0 079 0113 3,925.16 E.W. @ F.A.(+) 102506 Y 4634.2 082 0226 268.60 E.W. @ F.A.(+) 070307 Y 7781.0 0227 1,187.33 062007 Y 7782.0 0229 447.98 070207 Y 7784.0 0230 358.14 051407 N 7964.0 0231 967.92 071307 Y 8016.9 0232 59.13 032206 Y 3016.1 084 0007 4,400.00 A.C. @ U.P.(+) 080607 N 0007 0 0008 550.00 080607 N 0008 0 0009 48,400.00 082007 N 0009 0 0010 6,050.00 082007 N 0010 0 098 0085 869.58 E.W. @ F.A.(+) 070307 Y 7779.0 0086 447.31 070507 Y 7777.0 0087 376.78 070307 Y 7778.0 0088 845.20 070207 Y 7780.0 0091 3,673.08 070507 Y 7762.0 0092 532.77 070607 Y 7776.0 0093 8,248.69 071307 Y 7845.0 0094 397.90 071207 Y 7846.0 0095 9,143.08 071207 Y 7847.0 0096 102.20 071107 Y 7848.0 0097 7,634.93 071107 Y 7849.0 0098 8,673.40 071007 Y 7850.0 0099 2,137.54 070907 Y 7851.0 0100 199.72 070907 Y 7852.0 0101 2,651.12 070707 Y 7853.0 0102 2,464.89 070607 Y 7872.0 0104 1,946.96 071007 Y 7874.0 0105 1,946.96 070907 Y 7875.0 0106 1,163.23 060707 Y 7545.1 0107 1,109.15 061807 Y 7546.1 0108 5,347.10 071707 Y 7938.0 0109 5,790.29 071607 Y 7939.0 0113 2,573.29 072007 Y 7990.0 0114 1,412.71 062807 Y 7991.0 0115 3,373.94 072307 Y 8004.5 0117 3,756.85 072707 Y 8005.2 0118 3,867.43 072507 Y 8005.3 0119 3,464.21 071807 Y 8005.4 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 08/27/07 EST. NO.53 TIME 02:49 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0120 3,464.21 071707 Y 8000.6 0121 2,464.89 071607 Y 8000.7 0122 2,102.07 071307 Y 8000.8 0123 1,946.96 071207 Y 8000.9 0124 1,815.81 072107 Y 8001.0 0125 4,007.09 071907 Y 8001.1 0126 5,226.20 072807 N 8007.9 0127 2,729.90 072407 N 8009.6 0136 3,413.54 073107 N 8010.4 0137 720.72 051107 Y 7485.1 0138 1,829.87 050807 Y 7491.1 0139 720.72 060107 Y 7638.1 0140 5,686.74 080307 Y 8015.5 0141 558.03 080207 Y 8015.6 0142 709.76 080207 Y 8015.7 0143 4,936.91 073107 Y 8015.8 0144 3,596.13 073007 Y 8015.9 0145 5,066.86 072807 Y 8016.0 0146 465.33 072607 Y 8016.1 0147 4,403.54 072607 Y 8016.2 0148 828.90 072407 Y 8016.3 0149 81.24 070907 Y 7851.1 0150 433.22 070607 Y 7872.1 0151 433.22 071007 Y 7874.1 0152 433.22 070907 Y 7875.1 0153 536.12 072007 Y 7990.1 0154 536.12 071907 Y 8017.3 0155 433.22 072107 Y 8017.4 0156 433.22 071207 Y 8017.5 0157 433.22 071307 Y 8017.6 0158 433.22 071607 Y 8017.7 0159 536.12 071707 Y 8017.8 0160 4,034.30 080107 N 8018.0 0161 4,327.67 080207 N 8018.1 0162 536.12 071807 Y 8018.2 0163 536.12 072307 Y 8018.3 0164 536.12 072407 Y 8018.4 0165 6,127.89 080307 N 8022.0 0166 601.76 080307 N 8022.1 0167 3,697.96 080607 N 8022.2 0168 3,639.53 080707 N 8022.3 106 0013 1,240.10 E.W. @ F.A.(+) 062007 Y 8000.1 162 0026 1,430.88 E.W. @ F.A.(+) 062007 Y 8000.0 175 0003 471.55 E.W. @ F.A.(+) 050707 N 8011.1 0005 1,009.74 051707 N 8011.3 0006 1,605.46 051807 N 8011.4 196 0017 195.05 E.W. @ F.A.(+) 053007 Y 7966.0 202 0014 797.21 E.W. @ F.A.(+) 052507 Y 3581.1 203 0027 33,349.00 A.C. @ U.P.(+) 082307 N 0027 0 0028 -7,537.74 A.C. @ U.P.(-) 082307 N 0028 0 205 0008 730.40 E.W. @ F.A.(+) 070706 Y 4093.1 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 08/27/07 EST. NO.53 TIME 02:49 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 230 0104 206.23 E.W. @ F.A.(+) 060407 Y 7330.1 0105 232.01 060207 Y 7331.1 0106 309.34 060107 Y 7332.1 0107 1,285.02 061807 Y 7867.0 0108 931.98 061907 Y 7868.0 0109 157.61 062007 Y 7869.0 0110 2,165.55 070207 Y 7870.0 0111 772.81 070307 Y 7871.0 0122 6,603.03 051507 Y 7141.1 243 0026 78,444.95 E.W. @ L.S.(+) 082007 N 0026 0 244 0056 608.99 E.W. @ F.A.(+) 062907 N 7763.0 0057 697.08 070607 N 7770.0 0058 861.97 070507 N 7771.0 0059 1,555.07 070307 N 7772.0 0061 1,763.92 070507 N 8017.9 261 0062 226.05 E.W. @ F.A.(+) 070307 Y 7775.0 0063 3,005.77 071107 Y 7839.0 0064 3,533.25 071207 Y 7840.0 0065 931.98 061807 Y 7844.0 0067 554.58 041307 Y 7030.2 0068 1,109.15 041207 Y 7031.2 0069 1,109.15 041607 Y 7032.1 0070 1,487.02 041807 Y 7036.1 0071 1,109.15 041907 Y 7038.1 0072 1,109.15 042407 Y 7041.1 0073 1,163.23 042507 Y 7043.1 0074 1,163.23 042607 Y 7045.1 0075 1,109.15 041707 Y 7047.1 0076 1,109.15 042707 Y 7048.1 0077 1,109.15 043007 Y 7049.1 0078 1,109.15 050107 Y 7050.1 0079 973.19 071707 Y 7937.0 0080 623.79 052207 Y 7967.0 0081 497.44 051707 Y 7969.0 0082 2,212.84 072707 Y 7993.0 0083 3,422.43 072507 Y 7994.0 0084 3,036.77 072407 Y 7995.0 0085 204.12 072307 Y 7996.0 0086 3,474.62 071807 Y 8005.6 0087 3,374.55 071907 Y 8005.7 0088 1,069.67 072707 Y 8005.8 0089 291.06 071607 Y 7997.0 0090 1,940.43 071307 Y 7998.0 0092 11,321.51 050707 Y 7056.1 0093 1,234.24 073107 Y 8014.5 0095 2,597.85 072607 Y 8014.4 0096 4,657.05 080307 Y 8014.7 0097 3,485.84 073007 Y 8015.2 0098 839.88 072807 Y 8015.3 267 0021 34.93 E.W. @ F.A.(+) 041707 Y 6550.1 0027 111.76 041607 Y 6563.2 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 08/27/07 EST. NO.53 TIME 02:49 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 280 0001 941.28 E.W. @ F.A.(+) 061907 Y 7765.0 287 0004 1,592.74 E.W. @ F.A.(+) 052507 N 8010.6 290 0002 1,846.81 E.W. @ F.A.(+) 012107 Y 7124.0 291 0035 733.67 E.W. @ F.A.(+) 032907 Y 6231.1 0040 300.70 041107 Y 6562.1 0041 670.56 040907 Y 6545.1 293 0014 83.63 E.W. @ F.A.(+) 030107 Y 6388.0 0016 867.04 022607 Y 6390.0 0079 1,279.98 032607 Y 6945.0 0105 173.70 051107 Y 6959.1 0109 1,937.71 051507 Y 7556.0 299 0002 238,388.61 E.W. @ L.S.(+) 082307 N 0002 0 300 0009 1,000,000.00 A.C. @ L.S.(+) 081407 N 0009 0 304 0004 1,044.81 E.W. @ F.A.(+) 072007 N 8009.4 305 0257 373.41 E.W. @ F.A.(+) 041207 N 6472.0 0423 2,485.63 042807 N 6865.0 0486 1,040.92 050807 N 6985.0 0582 3,043.84 060407 N 7273.0 0585 2,082.93 060507 N 7276.0 0586 994.00 060507 N 7277.0 0590 625.12 060607 N 7281.0 0591 585.97 060707 N 7282.0 0592 625.12 060807 N 7283.0 0611 82.60 060407 N 7211.1 0617 2,103.98 060807 N 7416.0 0618 2,329.08 060707 N 7417.0 0619 2,502.70 060607 N 7418.0 0634 2,591.08 060407 N 7433.0 0688 1,755.57 031707 N 6142.0 0690 507.90 032607 N 6144.0 0692 503.09 032607 N 6146.0 0767 5,194.40 060307 N 7610.0 0771 928.88 062507 N 7611.0 0781 2,744.00 062307 N 7624.0 0800 90.19 060807 N 7416.1 0814 645.53 070507 N 7731.0 0815 1,163.63 070507 N 7732.0 0816 940.17 070207 N 7733.0 0817 925.48 070207 N 7734.0 0818 645.53 070207 N 7735.0 0819 1,303.71 070207 N 7736.0 0820 1,854.41 070207 N 7737.0 0821 2,573.93 070207 N 7738.0 0822 985.52 070207 N 7739.0 0823 2,736.46 063007 N 7740.0 0824 1,275.21 063007 N 7741.0 0825 2,256.49 063007 N 7742.0 0826 1,220.30 063007 N 7743.0 0827 3,430.12 063007 N 7744.0 0828 2,278.26 062807 N 7745.0 0829 2,599.69 063007 N 7746.0 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 08/27/07 EST. NO.53 TIME 02:49 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0830 1,095.42 063007 N 7747.0 0831 937.85 062907 N 7748.0 0833 2,234.16 062907 N 7750.0 0834 1,109.17 062807 N 7751.0 0835 1,245.40 062807 N 7752.0 0837 268.14 070207 N 7754.0 0841 1,179.01 062707 N 7758.0 0852 801.57 071007 N 7818.0 0853 244.07 071007 N 7819.0 0854 593.59 071207 N 7822.0 0855 180.27 071207 N 7823.0 0856 801.57 071107 N 7820.0 0857 244.07 071107 N 7821.0 0858 2,387.78 060207 N 7876.0 0860 398.67 071707 N 7878.0 0861 772.96 070907 N 7879.0 0863 309.24 070707 N 7881.0 0864 2,672.09 070707 N 7882.0 0865 893.69 070907 N 7883.0 0866 635.60 071007 N 7884.0 0867 893.69 071107 N 7885.0 0868 2,192.95 071207 N 7886.0 0869 893.69 071207 N 7887.0 0870 1,144.73 071307 N 7888.0 0871 968.18 071307 N 7889.0 0873 1,219.41 071707 N 7891.0 0874 1,019.60 060107 N 7892.0 0875 4,356.85 060107 N 7893.0 0876 3,711.27 062607 N 7894.0 0878 1,470.89 071007 N 7896.0 0879 479.94 070207 N 7897.0 0880 191.97 070607 N 7898.0 0881 191.97 070907 N 7899.0 0882 191.97 071007 N 7900.0 0883 191.97 071107 N 7901.0 0884 1,254.99 071107 N 7902.0 0885 990.73 071207 N 7903.0 0886 191.97 071207 N 7904.0 0888 2,309.52 071407 N 7906.0 0889 1,244.95 071607 N 7907.0 0890 1,385.48 071607 N 7908.0 0891 1,385.48 071707 N 7909.0 0892 479.94 071707 N 7910.0 0893 479.94 071807 N 7911.0 0894 928.88 062707 N 7912.0 0895 2,820.44 062707 N 7913.0 0896 1,782.62 062807 N 7914.0 0898 641.81 052407 Y 7916.0 0901 2,949.34 062907 N 7919.0 0902 357.60 070907 N 7920.0 0903 637.87 071307 N 7921.0 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 08/27/07 EST. NO.53 TIME 02:49 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0904 1,346.29 071907 N 7922.0 0905 854.79 070607 N 7923.0 0906 1,242.63 070907 N 7924.0 0907 1,014.89 071007 N 7925.0 0908 2,358.63 060107 N 7926.0 0910 1,479.14 072107 N 7971.0 0912 538.61 071907 N 7973.0 0913 1,990.00 072007 N 7974.0 0914 1,253.99 071807 N 7975.0 0915 361.13 071907 N 7976.0 0916 248.34 072007 N 7977.0 0917 3,937.13 072107 N 7979.0 0919 1,503.45 072307 N 7981.0 0920 1,596.01 072307 N 7982.0 0921 731.77 072407 N 7983.0 0922 607.43 072507 N 7984.0 0923 1,468.07 072607 N 7985.0 0924 1,586.05 072607 N 7986.0 0925 1,468.07 072707 N 7987.0 0926 2,404.76 072807 N 7988.0 0927 2,309.52 072807 N 7989.0 0928 456.28 062907 N 8003.9 0929 456.28 062807 N 8004.0 0930 497.34 072007 N 8004.1 0931 1,536.13 072607 N 8004.2 0932 2,529.18 072807 N 8004.3 0933 1,390.08 072707 N 8004.4 0934 1,349.90 071707 N 8001.2 0935 2,038.49 060907 N 8001.3 0938 1,255.40 072107 N 8001.6 0939 999.82 072107 N 8001.7 0940 968.33 072707 N 8001.8 0941 1,357.12 073007 N 8001.9 0942 1,527.73 072407 N 8002.0 0944 1,767.94 073107 N 8002.2 0945 924.42 072607 N 8002.3 0946 1,606.87 072807 N 8002.4 0947 456.34 072707 N 8002.5 0948 1,718.87 071807 N 8002.6 0949 1,698.79 072407 N 8002.7 0950 2,702.71 072107 N 8002.8 0951 1,070.78 072307 N 8002.9 0952 1,838.76 060107 N 8003.0 0953 1,767.94 073007 N 8003.1 0954 1,346.43 073007 N 8003.3 0956 2,890.10 071907 N 8003.5 0957 271.57 072007 N 8003.6 0958 456.34 072607 N 8003.7 0959 1,468.07 071807 N 8003.8 0960 638.13 072407 N 8008.4 0961 196.13 072407 N 8008.5 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 08/27/07 EST. NO.53 TIME 02:49 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0964 638.13 072507 N 8008.8 0965 392.25 072507 N 8008.9 0967 468.02 072707 N 8009.1 0968 132.33 072707 N 8009.2 0970 138.02 061207 N 7424.1 0972 648.55 032707 Y 6149.1 0974 275.42 061207 Y 7420.1 0975 275.42 061307 Y 7422.1 0978 4,846.47 063007 N 8008.1 0979 2,681.08 063007 N 8008.2 0980 779.58 070207 N 8008.3 0984 1,464.30 073107 N 8011.8 0985 1,263.84 080107 N 8011.9 0986 1,767.94 080107 N 8012.0 0987 747.68 080107 N 8012.1 0988 148.43 080107 N 8012.2 0989 1,599.74 080107 N 8012.3 0990 1,748.17 080207 N 8012.4 0991 1,552.53 080207 N 8012.5 0992 1,263.84 080207 N 8012.6 0993 790.31 080107 N 8012.7 0994 1,491.13 073007 N 8012.8 0996 2,419.42 073107 N 8013.0 0997 2,149.81 080107 N 8013.1 0998 2,018.10 080207 N 8013.2 0999 1,641.34 060307 N 8013.3 1001 2,498.77 062907 N 8013.5 1002 177.93 071207 N 7886.1 1003 106.76 071307 N 7888.1 1005 355.86 062707 N 7895.1 1006 177.93 071907 N 7972.1 1009 102.89 072407 N 8017.2 1014 2,392.33 073007 N 8019.0 1015 643.53 080907 N 8019.1 1016 1,322.07 080707 N 8019.2 1019 530.04 080807 N 8019.5 1020 518.24 080207 N 8019.6 1021 1,142.95 080907 N 8019.7 1022 1,623.37 080907 N 8019.8 1023 1,466.43 073107 N 8019.9 1026 1,854.76 080307 N 8020.2 1028 479.94 071607 N 8020.4 1029 552.30 062707 N 8020.5 1030 3,014.09 080407 N 8020.6 1031 1,623.37 080307 N 8020.7 1032 1,036.11 080307 N 8020.8 1034 1,623.37 080707 N 8021.0 1035 506.43 080707 N 8021.1 1036 1,051.72 080707 N 8021.2 1037 944.57 080607 N 8021.3 1041 3,757.64 080307 N 8021.7 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 10 DATE 08/27/07 EST. NO.53 TIME 02:49 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 1045 327.75 022107 N 5675.2 1046 327.75 022207 N 5676.2 1047 327.75 022307 N 5679.2 1048 396.29 022407 N 5680.2 1049 327.75 022607 N 5684.2 1050 327.75 022807 N 5686.2 1051 327.75 030207 N 5713.2 1052 396.29 030307 N 5716.2 1053 327.75 030107 N 5844.2 1054 196.66 030607 N 5849.2 1055 701.24 030507 N 290616 1056 524.41 031207 N 5856.2 1057 3,852.78 071407 N 8023.8 308 0001 170.32 A.C. @ F.A.(+) 070307 N 7729 0 2,782,536.09 TOTAL THIS ESTIMATE 43,209,170.76 TOTAL PREVIOUS ESTIMATE 45,991,706.85 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 08/27/07 EST. NO.53 TIME 02:49 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED GRADATION -309.60 03 CONC NON-COMPLIANCE -28,270.36 04 CIDH PILES FOR BENTS -30,000.00 05 BENT 2 & 11 CONCRETE -17,221.99 06 BENT 9 CIDH CONCRETE -2,369.60 06 CONC. NON-COMPLIANCE 28,270.36 06 AC @ RIVERCREST -4,518.53 07 BENT 10 & 11 @ NWC C -40,672.42 07 BENT 2 @ CCD CONCRET -16,024.45 07 BENT 10 & 11 NWC C 40,672.42 08 BENT 10 PILE -24,309.56 08 BENT 11 @ NWC -16,362.86 08 BENT 11 ANOMALY PE 5 25,000.00 08 BENT 2 @ CCD CONCRET 16,024.45 08 BENT 12 ANOMALY -5,175.60 09 BENT 7 NW CONN CIDH -4,656.00 10 BENT 8 NW CONN CIDH -10,658.00 10 BENT 4 CIDH ANOMALIE -35,943.69 11 FAILED AGGREGATES -941.04 11 MISSING CONC CERTS -35,234.00 11 BENT 15 NWC CIDH ANO -16,578.80 12 BENT 17 NWC FAIL AG -1,152.00 12 BENT #16 NWC CIDH AN -53,724.07 14 BENT 17 NWC OF AGGRE -769.04 16 BENT 25 NWC OF AGGRE -1,879.20 16 MISSING CONC CERTS 35,234.00 16 SWPPP VIOLATION -1,255,718.19 16 SWPPP VIOLATION 1,255,718.19 17 CONC. ROCK POCKETS -40,120.00 18 PCCP AG-OUT OF COMP. -390.54 20 SHOTCRETE -89,250.00 20 CONC @ RW 47D -220.18 21 ROCK POCK RW 215-21A -6,083.55 21 SHOTCRETE 89,250.00 21 CIDH BENT 24 NW CONN -13,938.97 22 NWC, FR-2 - MTL SPEC -1,800.00 23 NWC, FR-3 - MTL SPEC -1,649.00 23 B10 CIDH SE CONNECTR -8,056.00 24 FAILED PCCP -44,244.90 24 LCB/PCCP NON-COMPL. -4,345.98 24 OVERDUE MISSION CLOS -20,800.00 24 CONC FOR MSE PANELS -1,328.37 27 ABUT 28 FTG NWC -208.80 28 ROCK POCK RW215-219 340.00 28 ROCK POCK RW215-219 39,780.00 29 CPM SCHEDULE -900,000.00 31 LATE OPENING OF CLOS -5,200.00 31 NW & SE CONN -19,209.48 31 RW215-201, REJECTED -41,480.00 31 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 08/27/07 EST. NO.53 TIME 02:49 PM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- CPM SCHEDULE 900,000.00 32 NWC BACK TO SPECS 3,657.80 32 SWC CIDH PILES 8,056.00 32 RW215-201 RETURN 41,480.00 34 OVERDUE MISSION CLOS 20,800.00 35 LCB AGG-OUT OF COML -892.09 36 TIE-BAR MISALIGN -24,709.50 36 PCCP-DEF. THICKNESS -24,504.24 37 PCCP-THICKNESS MEAS -6,797.76 37 SALVAGED MAT -14,542.48 37 SALVAGED MAT'L RETN 14,542.48 38 PCCP AGG 6-05-06 -741.98 39 RCK PCKET RW-21A RL 4,233.55 40 DEF. PCCP THICKNESS -1,492.50 41 LATE CLOSR OPNG 1130 -10,400.00 41 LATE CLSR OPNG 1213 -9,013.33 41 CONC. AGGR @ CHICAGO -2,066.40 52 TEMP. STRIPE/SEG. 3 -5,000.00 52 REJECTED PCCP -9,336.60 53 -9,336.60 -387,252.40 EQUAL EMPLOYMENT OPPORTUNITY MISSING EEO REPORT -10,000.00 53 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 02 MISSING PAYROLL -10,000.00 03 MISSING DOCUMENTS 10,000.00 06 MISSING PAYROLL 10,000.00 06 MISSING DOCUMENTS -5,000.00 12 MISSING DOCUMENTS -5,000.00 16 MISSING DOCUMENTS 10,000.00 22 MISSING DOCUMENTS -10,000.00 23 MISSING PAYROLLS -10,000.00 24 RELEASE LCV 10,000.00 34 MISSING DOCUMENTS -5,000.00 48 MISSING DOCUMENTS 5,000.00 50 0.00 -10,000.00 TOTAL DEDUCTIONS -19,336.60 -407,252.40 PROGRAM CAS145 PAGE 1 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 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 0.012 9,600.00 0.478 382,400.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.880 17,600.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 21.000 144,900.00 807.000 5,568,300.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 6,148.620 153,715.50 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 1.000 10,000.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 500,000.0000 500,000.00 1.000 500,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.725 72,500.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.010 10,000.00 0.880 880,000.00 S) 14 TYPE II BARRICADE EA 35.0000 3,255.00 46.000 1,610.00 S) 15 TYPE III BARRICADE EA 65.0000 3,705.00 224.000 14,560.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 3.430 102.90 936.360 28,090.80 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 9,725.710 6,321.71 244,571.530 158,971.49 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 7.000 196.00 2,438.000 68,264.00 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 140,700.00 553.000 1,935.50 45,947.000 160,814.50 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 66,000.00 11.000 66,000.00 S) 22 TEMPORARY RAILING (TYPE K) M 24.0000 1,660,800.00 183.000 4,392.00 71,369.420 1,712,866.08 S) PROGRAM CAS145 PAGE 2 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 34.000 4,760.00 2,697.000 377,580.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 44,046.810 118,926.39 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 33.000 33,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 2,016.600 58,481.40 27 OBLITERATE SURFACING M2 1.3000 176,800.00 77,779.170 101,112.92 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 39.600 673.20 12,874.990 218,874.83 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 6,560.420 144,329.24 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 48,480.630 72,720.95 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 21,166.570 42,333.14 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 2,139.400 3,209.10 57,515.050 86,272.58 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 21.770 653.10 565.550 16,966.50 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 23,453.000 23,453.00 36 REMOVE ROADSIDE SIGN EA 100.0000 39,000.00 66.000 6,600.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 47.500 142,500.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 2.000 700.00 39 REMOVE PIPE M 70.0000 243,600.00 79.400 5,558.00 3,019.250 211,347.50 40 REMOVE INLET EA 540.0000 64,800.00 4.000 2,160.00 100.000 54,000.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 52.000 28,080.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 24.000 16,800.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 2,879.150 66,220.45 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 1,420.000 28,400.00 47 SALVAGE METAL BEAM GUARD RAILING M 25.0000 22,250.00 407.520 10,188.00 48 RECONSTRUCT CHAIN LINK FENCE M 40.0000 6,800.00 14.000 560.00 49 RESET MARKER EA 40.0000 560.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 19.000 2,850.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 9.000 2,250.00 75.000 18,750.00 52 ADJUST PIPE INLET TO GRADE EA 1,000.0000 2,000.00 3.000 3,000.00 53 MODIFY INLET EA 1,000.0000 3,000.00 2.000 2,000.00 54 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 119,200.00 1,080.000 1,728.00 26,373.570 42,197.71 S) (45 MM MAXIMUM) 55 REMOVE CONCRETE (CHANNEL) M3 75.0000 84,000.00 872.590 65,444.25 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 67.200 2,352.00 2,820.380 98,713.30 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 77.590 3,879.50 2,500.380 125,019.00 61 REMOVE SOUND WALL M2 20.0000 78,200.00 2,690.810 53,816.20 62 CAP INLET EA 500.0000 22,500.00 1.000 500.00 23.000 11,500.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 0.000 0.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.834 542,100.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.177 17,700.00 0.979 97,900.00 66 PUMP STATION REMOVAL LS 18,000.0000 18,000.00 1.000 18,000.00 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 1.000 100,000.00 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 3,148.410 38,064.28 645,032.630 7,798,444.50 71 LEAD COMPLIANCE PLAN LS 30,000.0000 30,000.00 1.000 30,000.00 72 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 2,392,500.00 95.000 7,125.00 31,447.000 2,358,525.00 F) 73 STRUCTURE EXCAVATION (TYPE D) M3 15.0000 9,750.00 650.000 9,750.00 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 22,400.00 560.000 22,400.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 2,268,090.00 -36.000 -1,080.00 90,464.200 2,713,926.00 F) PROGRAM CAS145 PAGE 4 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,441.000 72,050.00 17,921.000 896,050.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 2,605.000 91,175.00 68,512.800 2,397,948.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 110.000 3,850.00 612.200 21,427.00 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 3.430 240.10 694.550 48,618.50 81 DITCH EXCAVATION M3 20.0000 50,000.00 2,906.910 58,138.20 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 6,161.000 1,632,665.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 38,530.000 1,772,380.00 F) 84 IMPORTED BORROW M3 0.0100 2,650.00 6,288.000 62.88 59,246.640 592.47 85 HIGHWAY PLANTING LS 220,000.0000 220,000.00 0.816 179,520.00 S) 86 ROCK BLANKET (TYPE 1) M2 56.0000 1,568,000.00 2,294.180 128,474.08 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 39.072 14,456.64 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 9,488.740 8,065.43 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 237.500 17,812.50 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 2,772.140 3,465.18 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 1,848.060 4,250.54 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 0.819 32,760.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.674 128,060.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 620.430 93,064.50 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 12.190 1,036.15 870.830 74,020.55 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 22.860 5,029.20 S) 01 MAINTENANCE VEHICLE PULLOUT EA 3,500.0000 112,000.00 2.000 7,000.00 2.000 7,000.00 02 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 03 CLASS 1 AGGREGATE SUBBASE M3 32.0000 2,892,800.00 3,808.620 121,875.84 62,561.221 2,001,959.07 PROGRAM CAS145 PAGE 5 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,544.746 101,789.84 52,044.589 2,081,783.56 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 0.000 0.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 1,523.400 204,135.60 14,961.254 2,004,808.04 07 ASPHALT TREATED PERMEABLE BASE M3 105.0000 57,750.00 753.110 79,076.55 08 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 375.0000 4,125.00 0.000 0.00 09 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 75.0000 96,000.00 828.790 62,159.25 10 ASPHALT CONCRETE (TYPE B) TONN 50.0000 20,000.00 18.620 931.00 11 ASPHALT CONCRETE (TYPE A) TONN 44.5000 9,033,500.00 8,639.810 384,471.55 155,827.780 6,934,336.21 12 ASPHALT CONCRETE (OPEN GRADED) TONN 42.5000 1,075,250.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 512,600.00 124.200 2,732.40 2,942.940 64,744.68 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 6,850.510 27,402.04 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 2.510 753.00 7.020 2,106.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 733.000 138,537.00 19,345.902 3,656,375.48 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 1,771.700 336,623.00 18 REPLACE CONCRETE PAVEMENT M3 830.0000 1,369,500.00 337.380 280,025.40 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 6.1000 305,000.00 19,041.890 116,155.53 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 1,829.080 31,094.36 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 377.000 3,770.00 1,715.000 17,150.00 S) PAVEMENT 22 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 310.0000 230,020.00 1,020.750 316,432.50 S) PILING 23 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 475.0000 539,125.00 1,185.800 563,255.00 S) PILING 24 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,440.0000 197,640.00 0.000 0.00 S) PILING 25 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 5,380,000.00 1,068.550 5,342,750.00 S) PILING 26 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,960.0000 425,320.00 204.200 400,232.00 S) PILING 27 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 207,200.00 76.900 215,320.00 S) PILING 28 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 189,000.00 44.820 188,244.00 S) PILING 29 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,180.0000 825,700.00 132.440 950,919.20 S) PILING 30 FURNISH PILING (CLASS 625) M 63.0000 109,494.00 1,573.810 99,150.03 (ALTERNATIVE X) PROGRAM CAS145 PAGE 6 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRIVE PILE (CLASS 625) EA 1,500.0000 195,000.00 129.000 193,500.00 S) (ALTERNATIVE X) 32 FURNISH PILING (CLASS 625) M 105.0000 124,425.00 558.000 58,590.00 (ALTERNATIVE V) 33 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,500.0000 136,500.00 104.000 156,000.00 S) 34 300 MM CAST-IN-DRILLED-HOLE CONCRETE M 275.0000 33,000.00 0.000 0.00 S) PILING (SOUND WALL) 35 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 484,000.00 3,797.125 417,683.75 S) PILING (SOUND WALL) 36 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 315.0000 66,150.00 272.520 85,843.80 S) PILING (TYPE 5 MODIFIED) 37 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2000,000.0000 2,000,000.00 0.932 1,864,000.00 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 17.000 2,975.00 5,399.300 944,877.50 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 1,320.300 587,533.50 48,625.600 21,638,392.00 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 159.000 54,060.00 27,655.800 9,402,972.00 F) 42 STRUCTURE CONCRETE (PUMPING PLANT) M3 700.0000 140,000.00 200.000 140,000.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 300.0000 336,000.00 1,013.000 303,900.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 138.030 66,254.40 1,422.550 682,824.00 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 106.000 84,800.00 376.530 301,224.00 (TYPE R) 46 JACKING SUPERSTRUCTURE LS 20,000.0000 20,000.00 1.000 20,000.00 47 CLASS A CONCRETE (STRUCTURE) M3 380.0000 1,447,800.00 1,903.022 723,148.36 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 2.980 2,682.00 702.897 632,607.30 F) 50 MINOR CONCRETE (STAIRWAY) M3 1,200.0000 55,200.00 51.000 61,200.00 F) 51 PAVING NOTCH EXTENSION M3 8,700.0000 95,700.00 0.189 1,644.30 52 PLASTER FINISH M2 190.0000 15,770.00 83.000 15,770.00 F) 53 FRACTURED RIB TEXTURE M2 75.0000 790,500.00 312.000 23,400.00 16,012.000 1,200,900.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 8,627.000 733,295.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 288.000 21,600.00 6,420.000 481,500.00 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 3.650 237.25 832.200 54,093.00 PROGRAM CAS145 PAGE 7 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 39.000 202,800.00 S) GIRDER (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,600.0000 336,600.00 61.000 402,600.00 S) GIRDER (10 M - 15 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 494,000.00 8.000 60,800.00 82.000 623,200.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 8.000 61,600.00 49.000 377,300.00 S) GIRDER (20 M - 25 M) 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 66,500.00 3.000 28,500.00 S) GIRDER (25 M - 30 M) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 98,000.00 5.000 70,000.00 S) GIRDER (30 M - 35 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 337,400.00 16.000 22,400.00 239.000 334,600.00 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 1,564,420.00 400.000 52,000.00 10,752.000 1,397,760.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 575.000 66,125.00 SF) 70 PTFE SPHERICAL BEARING EA 5,500.0000 99,000.00 18.000 99,000.00 S) 71 MASONRY BLOCK WALL M2 125.0000 13,750.00 110.000 13,750.00 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 89.000 15,575.00 234.000 40,950.00 S) 80 BAR REINFORCING STEEL KG 1.2000 326,730.00 187,322.410 224,786.89 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 245,117.000 323,554.44 9,734,443.780 12,849,465.79 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 33,975.000 49,263.75 2,407,329.000 3,490,627.05 SF) 83 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.2000 35,400.00 30,218.000 36,261.60 SF) 84 SHOTCRETE M3 425.0000 808,775.00 1,594.000 677,450.00 F) PROGRAM CAS145 PAGE 8 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 42,558.000 195,766.80 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 42,558.000 26,811.54 SF) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 323,498.00 40,324.000 197,587.60 SF) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 56,117.00 40,324.000 34,275.40 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 804,000.00 94.200 113,040.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 99.820 149,730.00 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 20.000 4,700.00 77.500 18,212.50 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 4.000 2,300.00 11.000 6,325.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 4.000 460.00 11.000 1,265.00 METHOD) 00 INSTALL SIGN PANEL ON EXISTING FRAME M2 90.0000 6,300.00 20.440 1,839.60 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 53.470 8,555.20 541.970 86,715.20 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 392.290 72,573.65 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 181.770 38,171.70 05 300 MM REINFORCED CONCRETE PIPE M 175.0000 19,250.00 126.880 22,204.00 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 32.520 4,065.00 3,741.509 467,688.63 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 1,088.820 185,099.40 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 792.100 150,499.00 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 1,354.990 325,197.60 10 1050 MM REINFORCED CONCRETE PIPE M 295.0000 76,700.00 245.640 72,463.80 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 270.330 91,912.20 PROGRAM CAS145 PAGE 9 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 1275 MM REINFORCED CONCRETE PIPE M 420.0000 37,800.00 219.860 92,341.20 13 1350 MM REINFORCED CONCRETE PIPE M 395.0000 35,550.00 99.880 39,452.60 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 43.920 153,720.00 (CLASS III) 17 JACKED 1500 MM REINFORCED CONCRETE PIPE M 2,100.0000 294,000.00 90.280 189,588.00 (CLASS III) 18 300 MM CORRUGATED STEEL PIPE M 100.0000 7,200.00 108.020 10,802.00 (2.01 MM THICK) 19 450 MM CORRUGATED STEEL PIPE M 108.0000 23,760.00 207.250 22,383.00 (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 38,640.00 121.610 51,076.20 (3.51 MM THICK) 24 450 MM SLOTTED CORRUGATED STEEL PIPE M 280.0000 53,200.00 0.000 0.00 (2.01 MM THICK) 25 80 MM PLASTIC PIPE (EDGE DRAIN) M 120.0000 13,200.00 284.280 34,113.60 26 80 MM PLASTIC PIPE SLOTTED (EDGE DRAIN) M 35.0000 39,550.00 1,203.200 42,112.00 27 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 6,500.00 17.000 2,210.00 17.000 2,210.00 (1.63 MM THICK) 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 128.0000 19,200.00 62.500 8,000.00 (1.63 MM THICK) 29 200 MM ENTRANCE TAPER EA 675.0000 675.00 1.000 675.00 1.000 675.00 30 300 MM ENTRANCE TAPER EA 750.0000 5,250.00 1.000 750.00 31 200 MM DOWNDRAIN SLIP JOINT EA 240.0000 240.00 1.000 240.00 1.000 240.00 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 3.000 750.00 3.000 750.00 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 65.563 12,456.97 286.430 54,421.70 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 2.154 9,693.00 47.800 215,100.00 (2.01 MM THICK) 37 450 MM CORRUGATED STEEL PIPE RISER M 1,900.0000 5,700.00 0.250 475.00 (2.77 MM THICK) 38 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 36,400.00 27.710 36,023.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 51,100.00 146.000 51,100.00 (NATURAL GAS) 40 508 MM WELDED STEEL PIPE CASING (BRIDGE) M 425.0000 44,625.00 101.900 43,307.50 (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 1.000 1,200.00 43 450 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 2,600.00 2.000 2,600.00 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 1.000 5,500.00 46 900 MM PRECAST CONCRETE PIPE INLET EA 2,500.0000 47,500.00 12.860 32,150.00 47 900 MM PRECAST CONCRETE PIPE MANHOLE EA 4,200.0000 109,200.00 2.000 8,400.00 46.500 195,300.00 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 61.090 14,967.05 (FACING, METHOD B) 50 ROCK SLOPE PROTECTION M3 850.0000 19,550.00 17.340 14,739.00 (BACKING NO. 2, METHOD B) 51 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 125.0000 8,375.00 217.040 27,130.00 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 7.650 2,868.75 813.670 305,126.25 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 69.890 25,160.40 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 1,612.570 13,303.70 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 85.017 28,225.64 3,413.178 1,133,175.10 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 2,402.490 156,161.85 F) 59 DRAINAGE PUMPING EQUIPMENT LS 125,000.0000 125,000.00 1.000 125,000.00 S) 60 PUMPING PLANT ELECTRICAL EQUIPMENT LS 10,000.0000 10,000.00 1.000 10,000.00 S) 61 MISCELLANEOUS IRON AND STEEL KG 2.2000 75,198.20 148.000 325.60 22,090.600 48,599.32 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 5.000 1,050.00 72.000 15,120.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 6,570.000 44,347.50 45,826.000 309,325.50 SF)(RESTRAINER - PIPE TYPE) 64 MISCELLANEOUS METAL KG 6.2500 71,562.50 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 11 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 40,882.000 255,512.50 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 19,043.000 76,172.00 SF) 67 PUMPING PLANT METAL WORK KG 13.0000 52,000.00 4,000.000 52,000.00 SF) 68 CHAIN LINK FENCE (TYPE CL-0.9) M 25.0000 41,500.00 655.250 16,381.25 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 7,483.120 239,459.84 S) 70 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 7,200.00 1.000 800.00 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 411,400.00 358.130 15,757.72 4,079.570 179,501.08 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 172.000 18,060.00 738.900 77,584.50 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 15.000 2,400.00 SF) 79 TUBULAR HANDRAILING (STAIRWAY) M 160.0000 12,800.00 72.000 11,520.00 SF) 80 CONCRETE BARRIER (TYPE 25 MODIFIED) M 125.0000 32,000.00 0.000 0.00 F) 81 CONCRETE BARRIER (TYPE 26 MODIFIED) M 360.0000 412,560.00 630.000 226,800.00 F) 82 DOUBLE THRIE BEAM BARRIER M 65.0000 9,750.00 114.400 7,436.00 S) 83 CABLE RAILING M 22.0000 128,590.00 279.800 6,155.60 3,207.340 70,561.48 SF) 84 TERMINAL CONNECTOR EA 320.0000 320.00 0.000 0.00 S) 85 TERMINAL SECTION (TYPE C) EA 125.0000 125.00 1.000 125.00 S) 86 END SECTION EA 155.0000 3,565.00 4.000 620.00 4.000 620.00 S) 87 TRANSITION RAILING (TYPE WB) EA 110.0000 7,370.00 2.000 220.00 17.000 1,870.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 4.000 10,800.00 9.000 24,300.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 3.000 6,900.00 30.000 69,000.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 6.000 3,600.00 28.000 16,800.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.150 855.00 3.000 17,100.00 S) 94 CRASH CUSHION (TYPE CAT) BACKUP EA 525.0000 5,250.00 1.000 525.00 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 91.430 9,600.15 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 32.200 5,152.00 89.060 14,249.60 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 493.000 37,468.00 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 219,200.00 135.400 21,664.00 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 97,125.00 213.000 26,625.00 F) 14 CONCRETE BARRIER (TYPE 732A) M 135.0000 64,125.00 84.000 11,340.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 161.520 23,420.40 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 105.000 15,540.00 1,774.400 262,611.20 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 1,320.000 244,200.00 3,624.300 670,495.50 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 993.100 173,792.50 PROGRAM CAS145 PAGE 13 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 204,600.00 250.240 41,289.60 1,925.110 317,643.15 20 CONCRETE BARRIER (TYPE 736S) M 195.0000 14,625.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 736B) M 200.0000 13,200.00 0.000 0.00 F) 22 CONCRETE BARRIER (TYPE 736A MODIFIED) M 148.0000 70,300.00 0.000 0.00 F) (RETAINING WALL) 23 CONCRETE BARRIER (TYPE 736B MODIFIED) M 230.0000 5,750.00 93.280 21,454.40 F) 24 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 67,710.00 447.390 16,553.43 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 4,367.100 2,183.55 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 1,100.890 550.45 12,367.440 6,183.72 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 34.660 797.18 366.280 8,424.44 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 32,550.00 298.000 447.00 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 1,199.000 3,836.80 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 0.025 17,625.00 0.736 518,880.00 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 78,840.00 789.000 94,680.00 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 0.037 7,696.00 0.361 75,088.00 S) 3,4,5,6,7,8,9,10) 38 MODIFY TRAFFIC MONITORING STATION LS 12,000.0000 12,000.00 0.599 7,188.00 S) INCIDENT 39 TRAFFIC MONITORING STATION INCIDENT LS 30,000.0000 30,000.00 0.104 3,120.00 0.453 13,590.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.009 3,690.00 0.146 59,860.00 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 0.090 36,900.00 0.697 285,770.00 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 0.038 57,000.00 0.889 1,333,500.00 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 0.015 33,000.00 0.633 1,392,600.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,648.000 36,256.00 PROGRAM CAS145 PAGE 15 DATE 08/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:49 PM ESTIMATE NO. 53 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 08/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,490,046.20 134,848,448.54 ADJUSTMENT OF COMPENSATION 1,747,807.67 30,983,173.20 EXTRA WORK 1,034,728.42 15,008,533.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,272,582.29 180,840,155.39 47 MOBILIZATION LS 8343,064.9500 18,343,064.95 1.000 18,343,064.95 ORIGINAL CONTRACT AMOUNT 185,955,000.00 TOTAL WORK COMPLETED 6,272,582.29 199,183,220.34 MATERIALS ON HAND ON SITE 1,710,220.59 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -19,336.60 -407,252.40 TOTAL 6,253,245.69 200,486,188.53 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 04/09/08 810 53 226 19 81% 74% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 08/27/07