PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/22/07 EST. NO.50 TIME 11:00 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 1689 664.93 E.W. @ F.A.(+) 042707 Y 6667.0 1729 133.89 051807 Y 6928.0 1744 1,071.14 051407 Y 6949.0 1745 535.56 051507 Y 6950.0 1758 494.60 051607 Y 7098.0 1760 797.36 052207 Y 7101.0 1761 326.85 052207 Y 7102.0 1764 539.54 052407 Y 7105.0 1765 688.54 053107 Y 7254.0 1767 688.54 053007 Y 7257.0 1768 157.93 053007 Y 7258.0 1769 688.54 052907 Y 7259.0 1770 539.54 053007 Y 7260.0 1771 572.04 052907 Y 7261.0 1774 515.06 052907 Y 7226.0 1776 255.71 060607 Y 7304.0 1777 826.92 060407 Y 7321.0 1779 700.27 060507 Y 7323.0 1780 265.78 060407 Y 7324.0 1781 450.82 060407 Y 7325.0 1784 688.54 060407 Y 7342.0 1785 688.54 060507 Y 7343.0 1786 688.54 060607 Y 7344.0 1787 54.71 060607 Y 7345.0 1788 154.52 060607 Y 7346.0 1789 301.96 060507 Y 7347.0 1791 142.16 060107 Y 7349.0 1792 353.75 060307 Y 7350.0 1793 688.54 060107 Y 7351.0 005 0036 13,394.05 A.C. @ U.P.(+) 061307 N 0036 0 0037 36,398.57 061307 N 0037 0 0038 67,820.05 061307 N 0038 0 0039 22,930.22 061907 N 0039 0 006 0701 303.50 E.W. @ F.A.(+) 050107 Y 6891.0 0702 676.41 051007 Y 6924.0 0704 389.46 032107 Y 7006.0 0705 220.78 053007 Y 7220.0 0706 206.03 052907 Y 7253.0 0707 841.81 060407 Y 7315.0 0708 701.89 060607 Y 7318.0 0710 290.18 060807 Y 7320.0 0711 377.60 060507 Y 7334.0 0712 899.27 060107 Y 7316.0 0713 323.79 060507 Y 7317.0 009 0409 1,678.81 E.W. @ F.A.(+) 042407 N 6758 0 013 0159 430.02 E.W. @ F.A.(+) 053007 Y 7252.0 022 0156 119.70 E.W. @ F.A.(+) 051107 Y 6923.0 0157 498.82 051607 Y 7088.0 0158 103.01 052107 Y 7106.0 027 0158 697.07 E.W. @ F.A.(+) 052407 Y 7087.0 031 0267 509.76 E.W. @ F.A.(+) 051107 Y 6868.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/22/07 EST. NO.50 TIME 11:00 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0268 382.10 051807 Y 6913.0 0270 245.83 051607 Y 6963.0 0272 380.83 052207 Y 7074.0 0274 368.78 052907 Y 7224.0 0278 43.10 050107 Y 6799.1 046 0513 147.85 E.W. @ F.A.(+) 030807 Y 5939.0 0537 579.74 051507 Y 6952.0 0538 837.40 051407 Y 6953.0 0539 130.92 052507 Y 7223.0 0540 695.07 052907 Y 7249.0 0541 142.11 060607 Y 7314.0 0542 408.56 060807 Y 7337.0 0543 1,147.17 060507 Y 7338.0 050 0069 1,475.40 E.W. @ F.A.(+) 051507 Y 6920.0 0070 2,347.65 051107 Y 6954.0 0071 2,347.65 051407 Y 6955.0 0072 2,521.30 052407 Y 7228.0 0073 845.62 052507 Y 7247.0 0074 1,224.58 052307 Y 7248.0 0076 2,792.87 060607 Y 7335.0 077 0010 8,021.51 A.C. @ U.P.(+) 061907 N 0010 0 082 0204 699.12 E.W. @ F.A.(+) 050707 Y 6871.0 0205 505.13 050807 Y 6872.0 0206 491.70 050907 Y 6873.0 0208 764.60 051407 Y 6919.0 0209 245.83 051607 Y 6956.0 0210 225.41 052307 Y 7107.0 0211 29.56 033007 Y 6227.1 0212 29.56 040507 Y 6324.1 0213 29.56 040407 Y 6325.1 090 0012 742.05 E.W. @ F.A.(+) 051407 Y 6943.0 0013 1,381.56 051407 Y 6957.0 0014 1,573.13 051707 Y 7076.0 0015 1,435.92 052107 Y 7077.0 0016 298.84 052207 Y 7078.0 0017 1,411.87 052307 Y 7079.0 0018 1,707.68 052907 Y 7229.0 0019 1,432.33 053007 Y 7230.0 0020 670.82 053107 Y 7312.0 203 0023 -18,378.06 A.C. @ U.P.(-) 061907 N 0023 0 0024 27,616.90 A.C. @ U.P.(+) 061907 N 0024 0 208 0007 8,713.70 A.C. @ U.P.(+) 061407 N 0007 0 230 0001 1,675.31 E.W. @ F.A.(+) 032107 Y 6042 0 0002 2,672.53 032007 Y 6079 0 0003 817.87 032207 Y 6083 0 0004 1,552.05 032207 Y 6236 0 0006 3,431.71 051707 Y 7126.0 0007 712.35 051507 Y 7127.0 0008 2,435.85 051407 Y 7128.0 0009 2,954.59 051107 Y 7129.0 0010 3,773.55 051007 Y 7130.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 06/22/07 EST. NO.50 TIME 11:00 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0011 3,197.31 050907 Y 7131.0 0012 4,195.04 050807 Y 7132.0 0013 2,525.14 050707 Y 7133.0 0014 888.39 050407 Y 7134.0 0017 2,682.03 041007 Y 7137.0 0018 2,872.68 041107 Y 7138.0 0021 1,444.25 051507 Y 7141.0 0033 1,084.04 040407 Y 7156.0 0036 2,078.78 040507 Y 7157.0 0037 2,223.11 040607 Y 7158.0 0042 694.31 041307 Y 7163.0 0043 1,268.62 041607 Y 7164.0 0046 203.85 041907 Y 7167.0 0048 1,207.32 041907 Y 7174.0 0049 149.31 052007 Y 7216.0 0050 182.61 051907 Y 7217.0 0051 1,766.99 051607 Y 7218.0 0053 1,322.40 042007 Y 7175.0 0056 1,124.96 042407 Y 7183.0 0057 2,571.25 042507 Y 7186.0 0058 2,891.06 042607 Y 7189.0 0059 575.06 042607 Y 7191.0 0060 2,893.05 042707 Y 7193.0 0061 2,357.86 050107 Y 7213.0 0062 2,692.77 043007 Y 7214.0 0063 1,825.38 052107 Y 7215.0 0065 3,273.43 053107 Y 7232.0 0066 2,796.58 053007 Y 7239.0 0067 1,776.02 052507 Y 7240.0 0068 1,854.24 052507 Y 7241.0 0069 2,849.78 052407 Y 7242.0 0070 2,443.60 052907 Y 7245.0 0071 3,386.88 052307 Y 7243.0 0072 3,331.37 052207 Y 7244.0 0078 2,190.30 060507 Y 7311.0 0079 782.40 060607 Y 7326.0 0080 1,244.61 060807 Y 7327.0 0081 452.13 060507 Y 7328.0 0082 1,601.98 060407 Y 7329.0 241 0002 680.31 E.W. @ L.S.(+) 061907 N 0002 0 248 0080 765.01 E.W. @ F.A.(+) 043007 Y 6803.0 0081 233.62 050207 Y 6888.0 259 0008 1,147.74 E.W. @ F.A.(+) 060407 Y 7307.0 261 0001 487.33 E.W. @ F.A.(+) 050807 Y 7026.0 0002 649.75 050907 Y 7027.0 0003 1,055.86 051007 Y 7028.0 0004 3,282.03 041307 Y 7029.0 0007 3,101.94 041607 Y 7032.0 0008 2,204.83 041207 Y 7033.0 0009 3,865.96 041607 Y 7034.0 0010 2,785.10 041707 Y 7035.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 06/22/07 EST. NO.50 TIME 11:00 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0011 3,025.00 041807 Y 7036.0 0012 3,177.92 041807 Y 7037.0 0013 3,402.87 041907 Y 7038.0 0014 2,133.10 042007 Y 7039.0 0015 2,322.29 042407 Y 7040.0 0016 1,661.34 042407 Y 7041.0 0017 2,479.47 042507 Y 7042.0 0018 2,888.95 042507 Y 7043.0 0019 2,588.62 042607 Y 7044.0 0020 3,370.84 042607 Y 7045.0 0021 2,670.31 042707 Y 7046.0 0022 2,019.56 050207 Y 7025.0 0023 3,942.47 043007 Y 7049.0 0024 3,521.34 050107 Y 7050.0 0025 1,358.08 050107 Y 7051.0 0026 2,653.95 050207 Y 7052.0 0027 1,703.45 050207 Y 7053.0 0028 2,549.15 050307 Y 7054.0 0029 1,564.54 050407 Y 7055.0 0038 2,792.92 041907 Y 7008.0 0039 1,686.12 042307 Y 7009.0 0040 2,182.92 043007 Y 7010.0 0041 2,322.29 050107 Y 7011.0 0042 2,202.74 041107 Y 7196.0 0044 430.41 052307 Y 7233.0 0045 1,625.10 052507 Y 7234.0 0046 3,516.00 052907 Y 7235.0 0047 1,850.73 053107 Y 7236.0 0048 376.78 052407 Y 7238.0 267 0022 485.92 E.W. @ F.A.(+) 051107 Y 6917.0 0023 1,198.02 052407 Y 7080.0 0024 3,223.54 052207 Y 7081.0 0025 528.06 052307 Y 7082.0 276 0019 974.37 E.W. @ F.A.(+) 051107 Y 6907.0 0020 502.33 052407 Y 7108.0 291 0034 733.67 E.W. @ F.A.(+) 032807 Y 6218.1 0036 279.49 040407 Y 6319.1 0037 152.72 040307 Y 6320.1 0038 783.92 032707 Y 6916.0 0039 94.47 040507 Y 6318.1 300 0006 1,000,000.00 A.C. @ L.S.(+) 060107 N 7122.0 305 0415 724.91 E.W. @ F.A.(+) 051107 N 6857.0 0416 251.14 050907 N 6858.0 0418 2,148.21 041907 N 6860.0 0430 1,178.39 050907 N 6845.0 0432 975.54 050907 N 6847.0 0436 1,898.11 051207 N 6851.0 0442 323.19 040307 N 6295.1 0444 323.19 040407 N 6297.1 0446 323.19 040907 N 6397.1 0451 323.19 040607 N 6395.1 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 06/22/07 EST. NO.50 TIME 11:00 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0452 323.19 041807 N 6483.1 0455 158.46 041607 N 6524.1 0458 158.46 042307 N 6569.1 0459 158.46 042607 N 6581.1 0460 158.46 042707 N 6585.1 0461 323.19 042307 N 6595.1 0462 323.19 042407 N 6599.1 0463 323.19 042507 N 6604.1 0464 323.19 042507 N 6606.1 0465 323.19 042607 N 6607.1 0466 323.19 042607 N 6608.1 0467 323.19 042707 N 6611.1 0468 323.19 042707 N 6612.1 0469 481.65 043007 N 6721.1 0470 323.19 050107 N 6723.1 0471 158.46 050207 N 6725.1 0472 323.19 050207 N 6726.1 0473 323.19 050307 N 6730.1 0474 323.19 050407 N 6731.1 0475 158.46 050107 N 6738.1 0477 158.46 050307 N 6747.1 0478 316.91 050407 N 6749.1 0480 158.46 050907 N 6848.1 0483 258.54 051107 N 6857.1 0487 1,657.87 051507 N 6986.0 0488 732.91 051507 N 6987.0 0489 645.20 051607 N 7020.0 0490 393.65 051607 N 7021.0 0491 936.15 051607 N 7022.0 0492 287.31 051607 N 7023.0 0493 401.53 051707 N 7024.0 0494 1,040.37 051507 N 6988.0 0495 1,711.24 051607 N 6989.0 0496 517.66 051607 N 6990.0 0497 1,399.44 051607 N 6991.0 0498 1,301.66 051707 N 6992.0 0499 732.91 051707 N 6993.0 0500 884.58 051707 N 6994.0 0501 459.45 051707 N 6995.0 0504 797.60 042707 N 6998.0 0505 797.60 043007 N 6999.0 0508 1,199.54 052407 N 7002.0 0509 1,201.48 052407 N 7003.0 0510 737.43 050407 N 7012.0 0511 226.75 050407 N 7013.0 0512 645.20 050907 N 7014.0 0513 107.76 051407 N 7015.0 0514 723.68 051407 N 7016.0 0515 222.16 051407 N 7017.0 0516 1,168.49 051507 N 7018.0 0517 357.41 051507 N 7019.0 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 06/22/07 EST. NO.50 TIME 11:00 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0518 39.68 042507 N 6579.1 0519 414.45 051107 N 6976.0 0520 1,121.16 051407 N 6977.0 0521 1,431.33 051407 N 6978.0 0522 1,121.16 051507 N 6979.0 0523 876.45 051707 N 6980.0 0524 1,175.61 051707 N 6981.0 0525 2,102.72 051907 N 6982.0 0526 486.78 052007 N 6983.0 0528 2,517.65 050407 N 7114.0 0529 771.83 050407 N 7115.0 0530 386.76 050307 N 7116.0 0531 103.65 050307 N 7117.0 0532 1,693.78 050307 N 7118.0 0533 510.84 050307 N 7119.0 0534 5,893.60 050507 N 7120.0 0535 1,843.61 050507 N 7121.0 0540 927.22 030607 N 5891 0 0541 530.63 030707 N 5893 0 0544 60,479.28 050907 Y 6801.0 0545 52,520.72 050907 Y 6801.1 0546 987.64 051607 N 7169.0 0547 1,214.95 060107 N 7172.0 0548 1,443.43 060407 N 7173.0 0549 2,153.93 032407 N 7176.0 0550 1,657.87 053007 N 7178.0 0551 871.31 053007 N 7179.0 0552 1,317.11 051707 N 7170.0 0553 774.44 053007 N 7171.0 0554 1,301.66 053107 N 7180.0 0555 2,256.49 060207 N 7182.0 0556 229.99 052107 N 7184.0 0557 1,910.81 052107 N 7185.0 0558 698.22 052107 N 7187.0 0559 1,385.57 052207 N 7188.0 0560 1,655.65 052207 N 7190.0 0561 698.22 052307 N 7192.0 0562 1,116.94 052307 N 7194.0 0563 1,611.07 052307 N 7195.0 0564 698.22 052407 N 7197.0 0565 1,775.81 052907 N 7198.0 0566 1,215.62 052907 N 7199.0 0567 1,284.08 053007 N 7200.0 0568 1,252.91 053007 N 7202.0 0569 431.62 053007 N 7203.0 0570 843.33 053107 N 7204.0 0571 835.45 053107 N 7205.0 0572 628.07 060107 N 7206.0 0573 1,409.78 060107 N 7207.0 0574 1,020.17 060207 N 7208.0 0575 1,973.26 060207 N 7209.0 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 06/22/07 EST. NO.50 TIME 11:00 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0576 2,277.20 060207 N 7210.0 0577 661.59 060407 N 7211.0 0578 1,173.99 060407 N 7212.0 0580 866.05 060107 N 7271.0 0581 332.94 060107 N 7272.0 0593 1,986.87 060907 N 7284.0 0594 522.80 060407 N 7285.0 0595 1,050.71 060407 N 7286.0 0596 1,035.97 060507 N 7287.0 0597 744.19 060507 N 7288.0 0598 1,191.66 060507 N 7289.0 0599 791.20 060607 N 7290.0 0600 959.45 060607 N 7291.0 0601 1,409.78 060707 N 7292.0 0602 959.45 060707 N 7293.0 0603 1,409.78 060807 N 7294.0 0604 876.85 060807 N 7295.0 0605 2,277.20 060907 N 7296.0 0606 1,682.94 060907 N 7297.0 0607 2,102.40 060907 N 7298.0 0608 1,776.58 051507 N 7299.0 0610 1,152.76 051507 N 7301.0 1,652,488.05 TOTAL THIS ESTIMATE 37,245,790.52 TOTAL PREVIOUS ESTIMATE 38,898,278.57 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/22/07 EST. NO.50 TIME 11:00 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED GRADATION -309.60 03 CONC NON-COMPLIANCE -28,270.36 04 CIDH PILES FOR BENTS -30,000.00 05 BENT 2 & 11 CONCRETE -17,221.99 06 BENT 9 CIDH CONCRETE -2,369.60 06 CONC. NON-COMPLIANCE 28,270.36 06 AC @ RIVERCREST -4,518.53 07 BENT 10 & 11 @ NWC C -40,672.42 07 BENT 2 @ CCD CONCRET -16,024.45 07 BENT 10 & 11 NWC C 40,672.42 08 BENT 10 PILE -24,309.56 08 BENT 11 @ NWC -16,362.86 08 BENT 11 ANOMALY PE 5 25,000.00 08 BENT 2 @ CCD CONCRET 16,024.45 08 BENT 12 ANOMALY -5,175.60 09 BENT 7 NW CONN CIDH -4,656.00 10 BENT 8 NW CONN CIDH -10,658.00 10 BENT 4 CIDH ANOMALIE -35,943.69 11 FAILED AGGREGATES -941.04 11 MISSING CONC CERTS -35,234.00 11 BENT 15 NWC CIDH ANO -16,578.80 12 BENT 17 NWC FAIL AG -1,152.00 12 BENT #16 NWC CIDH AN -53,724.07 14 BENT 17 NWC OF AGGRE -769.04 16 BENT 25 NWC OF AGGRE -1,879.20 16 MISSING CONC CERTS 35,234.00 16 SWPPP VIOLATION -1,255,718.19 16 SWPPP VIOLATION 1,255,718.19 17 CONC. ROCK POCKETS -40,120.00 18 PCCP AG-OUT OF COMP. -390.54 20 SHOTCRETE -89,250.00 20 CONC @ RW 47D -220.18 21 ROCK POCK RW 215-21A -6,083.55 21 SHOTCRETE 89,250.00 21 CIDH BENT 24 NW CONN -13,938.97 22 NWC, FR-2 - MTL SPEC -1,800.00 23 NWC, FR-3 - MTL SPEC -1,649.00 23 B10 CIDH SE CONNECTR -8,056.00 24 FAILED PCCP -44,244.90 24 LCB/PCCP NON-COMPL. -4,345.98 24 OVERDUE MISSION CLOS -20,800.00 24 CONC FOR MSE PANELS -1,328.37 27 ABUT 28 FTG NWC -208.80 28 ROCK POCK RW215-219 340.00 28 ROCK POCK RW215-219 39,780.00 29 CPM SCHEDULE -900,000.00 31 LATE OPENING OF CLOS -5,200.00 31 NW & SE CONN -19,209.48 31 RW215-201, REJECTED -41,480.00 31 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 06/22/07 EST. NO.50 TIME 11:00 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- CPM SCHEDULE 900,000.00 32 NWC BACK TO SPECS 3,657.80 32 SWC CIDH PILES 8,056.00 32 RW215-201 RETURN 41,480.00 34 OVERDUE MISSION CLOS 20,800.00 35 LCB AGG-OUT OF COML -892.09 36 TIE-BAR MISALIGN -24,709.50 36 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 0.00 -370,849.40 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 5,000.00 -10,000.00 TOTAL DEDUCTIONS 5,000.00 -380,849.40 PROGRAM CAS145 PAGE 1 DATE 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 LOCATION PROGRESS ESTIMATE 08-RIV-215-R37.7/43.9 ----------------- 08-RIV-91-20.3/21.6 WASHINGTON/OBAYASHI IN RIVERSIDE COUNTY IN RIVERSIDE 08-RIV-60-11.5/13.7 P.O. BOX 600 AND MORENO VALLEY AT VARIOUS HIGHLAND, CA 92346 LOCATIONS FED. AID NO. ACNH-215 -1(219)92N,I-215 -1(219)92N,ACNH-X065(80)N WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CHANGEABLE MESSAGE SIGN SYSTEM LS 110,000.0000 110,000.00 0.000 0.00 02 COMMUNICATIONS HUB ASSEMBLY LS 255,000.0000 255,000.00 0.000 0.00 03 MICROWAVE WIRELESS DETECTION SENSOR EA 15,000.0000 90,000.00 0.000 0.00 SYSTEM 04 COMMUNICATION HUB STRUCTURE LS 30,000.0000 30,000.00 0.000 0.00 05 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.022 17,600.00 0.461 368,800.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.870 17,400.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 21.000 144,900.00 765.000 5,278,500.00 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 0.250 2,500.00 1.000 10,000.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 500,000.0000 500,000.00 0.020 10,000.00 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 0.860 860,000.00 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 3.000 195.00 224.000 14,560.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 10.680 320.40 932.930 27,987.90 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 11,683.500 7,594.28 231,901.440 150,735.94 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 22.000 616.00 2,394.000 67,032.00 S) 19 FLASHING BEACON (PORTABLE) EA 1,200.0000 9,600.00 2.000 2,400.00 S) 20 TEMPORARY PAVEMENT MARKER EA 3.5000 140,700.00 1,835.000 6,422.50 45,103.000 157,860.50 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 2,088.600 50,126.40 68,178.160 1,636,275.84 S) PROGRAM CAS145 PAGE 2 DATE 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 71.000 9,940.00 2,595.000 363,300.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 2,790.920 7,535.48 43,741.850 118,103.00 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 6.000 6,000.00 33.000 33,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 310.670 9,009.43 2,012.100 58,350.90 27 OBLITERATE SURFACING M2 1.3000 176,800.00 5,036.600 6,547.58 77,689.570 100,996.44 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 64.000 1,088.00 12,835.390 218,201.63 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 15.600 343.20 6,510.890 143,239.58 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 131.300 196.95 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 1,279.360 1,919.04 54,126.070 81,189.11 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 5.580 167.40 543.780 16,313.40 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 19.000 1,900.00 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 243,600.00 310.000 21,700.00 2,831.900 198,233.00 40 REMOVE INLET EA 540.0000 64,800.00 3.000 1,620.00 93.000 50,220.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 3.000 1,620.00 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 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 300.00 19.000 2,850.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 6.000 1,500.00 66.000 16,500.00 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 25,293.570 40,469.71 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 234,500.00 257.380 9,008.30 2,753.180 96,361.30 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 4.300 215.00 2,415.320 120,766.00 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 20.000 10,000.00 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 0.802 80,200.00 66 PUMP STATION REMOVAL LS 18,000.0000 18,000.00 0.500 9,000.00 67 CLEARING AND GRUBBING LS 170,000.0000 170,000.00 1.000 170,000.00 68 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.010 1,000.00 0.994 99,400.00 69 BINDER (DUST PALLIATIVE) TONN 2,650.0000 132,500.00 0.000 0.00 70 ROADWAY EXCAVATION M3 12.0900 8,487,180.00 65,582.010 792,886.50 602,004.220 7,278,231.02 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 31,352.000 2,351,400.00 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 -3,260.000 -97,800.00 99,702.400 2,991,072.00 F) PROGRAM CAS145 PAGE 4 DATE 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,090,000.00 597.000 29,850.00 16,421.000 821,050.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 -7,995.000 -279,825.00 65,419.800 2,289,693.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 -45.000 -1,575.00 520.200 18,207.00 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 42.950 3,006.50 690.800 48,356.00 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 6,107.000 1,618,355.00 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 16,272.000 162.72 20,206.640 202.07 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 70,950.00 166.000 24,900.00 620.430 93,064.50 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 21.240 1,805.40 833.040 70,808.40 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 0.000 0.00 02 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 03 CLASS 1 AGGREGATE SUBBASE M3 32.0000 2,892,800.00 2,273.620 72,755.84 56,783.621 1,817,075.87 PROGRAM CAS145 PAGE 5 DATE 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,231.700 49,268.00 48,250.878 1,930,035.12 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 0.000 0.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 584.580 78,333.72 12,302.740 1,648,567.16 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 4,214.590 187,549.26 137,004.100 6,096,682.45 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 2,166.450 47,661.90 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 3,279.680 13,118.72 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 1.320 396.00 3.420 1,026.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 589.040 111,328.56 17,830.572 3,369,978.11 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 168.600 32,034.00 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 1,823.950 11,126.10 18,242.390 111,278.58 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 1,366.080 23,223.36 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 1,338.000 13,380.00 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 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.039 78,000.00 0.879 1,758,000.00 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 46.000 8,050.00 5,428.300 949,952.50 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 1,374.000 611,430.00 46,650.300 20,759,383.50 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 -575.000 -195,500.00 27,876.400 9,477,976.00 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 1,089,600.00 165.000 79,200.00 1,201.520 576,729.60 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 34.000 27,200.00 157.000 125,600.00 (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 7.500 6,750.00 694.907 625,416.30 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 0.000 0.00 52 PLASTER FINISH M2 190.0000 15,770.00 83.000 15,770.00 F) 53 FRACTURED RIB TEXTURE M2 75.0000 790,500.00 216.000 16,200.00 14,137.000 1,060,275.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 8,873.000 754,205.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 180.000 13,500.00 5,781.000 433,575.00 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 24.150 1,569.75 861.900 56,023.50 PROGRAM CAS145 PAGE 7 DATE 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 58.000 440,800.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 25.000 192,500.00 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 337,400.00 191.000 267,400.00 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 10,352.000 1,345,760.00 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 4.000 22,000.00 14.000 77,000.00 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 107,625.00 145.000 25,375.00 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 12,466,212.00 213,530.000 281,859.60 9,452,713.780 12,477,582.19 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 -45,460.000 -65,917.00 2,413,243.000 3,499,202.35 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 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,476.000 15,989.60 42,558.000 195,766.80 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 3,476.000 2,189.88 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 5.800 6,960.00 94.200 113,040.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 8.120 12,180.00 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 10.000 2,350.00 54.500 12,807.50 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 5.000 2,875.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 7.000 805.00 METHOD) 00 INSTALL SIGN PANEL ON EXISTING FRAME M2 90.0000 6,300.00 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 156,800.00 488.500 78,160.00 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 19,250.00 115.780 20,261.50 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 28.970 3,621.25 3,680.949 460,118.63 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 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 56.090 22,155.55 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 95.820 9,582.00 (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 0.000 0.00 (1.63 MM THICK) 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 128.0000 19,200.00 48.300 6,182.40 (1.63 MM THICK) 29 200 MM ENTRANCE TAPER EA 675.0000 675.00 0.000 0.00 30 300 MM ENTRANCE TAPER EA 750.0000 5,250.00 0.000 0.00 31 200 MM DOWNDRAIN SLIP JOINT EA 240.0000 240.00 0.000 0.00 32 300 MM DOWNDRAIN SLIP JOINT EA 290.0000 870.00 0.000 0.00 33 200 MM ANCHOR ASSEMBLY EA 250.0000 250.00 0.000 0.00 34 300 MM ANCHOR ASSEMBLY EA 290.0000 1,160.00 0.000 0.00 35 GRATED LINE DRAIN M 190.0000 123,500.00 46.000 8,740.00 204.430 38,841.70 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 4.000 18,000.00 45.646 205,407.00 (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 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 41.500 174,300.00 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 236,250.00 806.020 302,257.50 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 14.890 5,360.40 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 20.960 6,958.72 3,294.303 1,093,708.60 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 18.030 1,171.95 1,735.490 112,806.85 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 19,538.600 42,984.92 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 64.000 13,440.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 39,256.000 264,978.00 SF)(RESTRAINER - PIPE TYPE) 64 MISCELLANEOUS METAL KG 6.2500 71,562.50 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 11 DATE 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 39,036.000 243,975.00 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 16,579.000 66,316.00 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 22.000 550.00 655.250 16,381.25 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 121.500 3,888.00 6,703.370 214,507.84 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 411,400.00 173.360 7,627.84 3,628.580 159,657.52 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 566.900 59,524.50 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 412,560.00 447.000 160,920.00 F) 82 DOUBLE THRIE BEAM BARRIER M 65.0000 9,750.00 114.400 7,436.00 S) 83 CABLE RAILING M 22.0000 128,590.00 484.130 10,650.86 2,509.540 55,209.88 SF) 84 TERMINAL CONNECTOR EA 320.0000 320.00 0.000 0.00 S) 85 TERMINAL SECTION (TYPE C) EA 125.0000 125.00 1.000 125.00 S) 86 END SECTION EA 155.0000 3,565.00 0.000 0.00 S) 87 TRANSITION RAILING (TYPE WB) EA 110.0000 7,370.00 12.000 1,320.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 3.000 8,100.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 1.000 2,300.00 24.000 55,200.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 1.000 600.00 18.000 10,800.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.850 4,845.00 2.850 16,245.00 S) 94 CRASH CUSHION (TYPE CAT) BACKUP EA 525.0000 5,250.00 1.000 525.00 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 56.860 9,097.60 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 27.000 3,645.00 46.000 6,210.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 93.520 13,560.40 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 1,467.300 217,160.40 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 576.300 106,615.50 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 993.100 173,792.50 PROGRAM CAS145 PAGE 13 DATE 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 204,600.00 147.700 24,370.50 1,671.370 275,776.05 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 67,710.00 111.190 4,114.03 423.060 15,653.22 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 121.000 60.50 2,215.000 1,107.50 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 11,266.550 5,633.28 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 331.620 7,627.26 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 32,550.00 90.000 135.00 298.000 447.00 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 98.000 313.60 1,134.000 3,628.80 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 0.065 45,825.00 0.711 501,255.00 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 0.298 61,984.00 S) 3,4,5,6,7,8,9,10) 38 MODIFY TRAFFIC MONITORING STATION LS 12,000.0000 12,000.00 0.000 0.00 S) INCIDENT 39 TRAFFIC MONITORING STATION INCIDENT LS 30,000.0000 30,000.00 0.349 10,470.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.125 51,250.00 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 0.116 47,560.00 0.520 213,200.00 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 0.032 48,000.00 0.765 1,147,500.00 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 0.018 39,600.00 0.593 1,304,600.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 06/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:00 AM ESTIMATE NO. 50 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,583,043.19 128,287,155.43 ADJUSTMENT OF COMPENSATION 1,166,516.94 27,584,491.31 EXTRA WORK 485,971.11 11,313,787.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,235,531.24 167,185,434.00 47 MOBILIZATION LS 8343,064.9500 18,343,064.95 1.000 18,343,064.95 ORIGINAL CONTRACT AMOUNT 185,955,000.00 TOTAL WORK COMPLETED 4,235,531.24 185,528,498.95 MATERIALS ON HAND ON SITE 2,258,031.54 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -380,849.40 TOTAL 4,240,531.24 187,405,681.09 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 02/13/08 765 53 188 19 76% 72% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 DATE 06/22/07