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 11/20/02 EST. NO.24 TIME 11:44 AM R.E. NAME: RICH FOLEY 04-013054 --------------------------------------------------------------------------- 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 4830 290.76 E.W. @ F.A.(+) 082702 N 1838 0 7213-3 -104.16 031201 N 0072.0 DAO CORRECTING ENTRY 7213-4 208.31 031201 N 0072.0 DAO CORRECTING ENTRY 7215-3 -1,830.74 030801 N 0070.0 DAO CORRECTING ENTRY 7215-4 3,661.41 030801 N 0070.0 DAO CORRECTING ENTRY 7217-3 -474.61 030701 N 0068.0 DAO CORRECTING ENTRY 7217-4 949.20 030701 N 0068.0 DAO CORRECTING ENTRY 7220-3 -279.62 030601 N 0065.0 DAO CORRECTING ENTRY 7220-4 559.23 030601 N 0065.0 DAO CORRECTING ENTRY 7221-3 -334.92 030501 N 0064.0 DAO CORRECTING ENTRY 7221-4 669.81 030501 N 0064.0 DAO CORRECTING ENTRY 7223-3 -376.04 030201 N 0062.0 DAO CORRECTING ENTRY 7223-4 752.06 030201 N 0062.0 DAO CORRECTING ENTRY 7224-3 -1,714.12 030101 N 0061.0 DAO CORRECTING ENTRY 7224-4 3,428.18 030101 N 0061.0 DAO CORRECTING ENTRY 9007 197.10 102601 N 485 0 9012 263.18 112701 N 0571 0 9036 58.39 012402 N 0783.0 9186 323.09 072902 N 1744 0 9187 151.52 071702 N 1831 0 9193 79.73 073102 N 1771.0 9194 105.34 081402 N 1772.0 9195 220.89 081502 N 1773.0 9203 4,124.91 070202 N 1829 0 9208 3,934.86 071202 N 1830 0 9210 157.77 082702 N 1901.0 9211 121.00 073102 N 1902.0 9212 429.00 071202 N 1702.1 9215 45.56 081502 N 1867.0 9216 197.62 082602 N 1868.0 9217 73.87 082702 N 1869.0 9218 290.67 082802 N 1870.0 9219 197.62 082802 N 1871.0 9220 79.05 090502 N 1872.0 9221 219.48 091102 N 1873.0 9222 25.71 091202 N 1874.0 9223 102.83 091302 N 1875.0 9224 154.25 091602 N 1876.0 9225 209.27 091702 N 1877.0 9228 53.58 063002 N 1726 0 9229 584.61 051002 N 1462.0 9230 2,868.23 020402 N 0895.0 9231 1,382.64 092302 N 1928.0 9232 758.04 092502 N 1929.0 9233 365.71 092702 N 1930.0 9234 83.52 092702 N 1931.0 9236 59.58 100102 N 1933.0 9237 1,026.42 100102 N 1934.0 9239 810.32 100202 N 1936.0 9240 658.13 100302 N 1937.0 9241 164.77 100702 N 1938.0 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 11/20/02 EST. NO.24 TIME 11:44 AM R.E. NAME: RICH FOLEY 04-013054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 9242 187.67 100702 N 1939.0 9243 263.16 100902 N 1940.0 9244 219.33 101402 N 1941.0 9245 483.72 101502 N 1942.0 9246 325.36 101702 N 1943.0 9247 153.68 101802 N 1944.0 9250 656.59 100802 N 1973 0 9259 13,069.77 091302 N 1992 0 004 4826 922.68 E.W. @ F.A.(+) 042302 N 1659 0 7625 434.75 050202 N 1661.1 008 7279 269.35 E.W. @ F.A.(+) 082102 N 1781.0 7285 101.77 102302 N 2026 0 7286 214.24 102502 N 2028 0 7287 350.85 102402 N 2027 0 011 7021 996.59 E.W. @ F.A.(+) 060501 N 1637 0 7022 1,162.69 060701 N 1638 0 7024 992.17 070601 N 1640 0 9075 95.95 070601 N 1640.1 014 7656 4,491.22 E.W. @ F.A.(+) 051001 N 1541 0 9077 5,537.89 110101 N 1537 0 9078 11,692.24 110201 N 1538 0 9108 886.78 051101 N 1691 0 9112 375.86 071902 N 1713.0 9113 446.41 072002 N 1714.0 9114 446.41 072102 N 1715.0 9118 327.56 071302 N 1708.0 9119 327.56 071402 N 1709.0 9168 274.64 080502 N 1794.0 9193 635.94 082702 N 1855 0 9212 7,018.18 E.W. @ L.S.(+) 102202 N 1914 0 019 1622 11,839.00 A.C. @ L.S.(+) 100901 N 195 0 024 0613 1,015.48 E.W. @ F.A.(+) 091301 Y 0372.0 7618 839.67 050201 N 1540 0 7630 1,053.40 052901 Y 1525 0 7631 1,056.00 072301 Y 1369 0 7633 712.30 082102 Y 1801.0 7634 1,466.63 082202 Y 1802.0 7635 350.53 090402 Y 1881.0 7636 413.31 090902 Y 1882.0 7637 1,188.27 090902 Y 1883.0 7638 775.36 091002 Y 1884.0 7639 4,000.23 091602 Y 1885.0 7640 2,671.24 091702 Y 1886.0 7641 193.49 091802 Y 1887.0 7643 466.16 091902 Y 1888.0 7645 3,723.32 082602 N 1903.0 7646 394.06 082602 N 1857 0 7647 637.98 082202 N 1856 0 7652 1,650.00 090402 N 1963.0 7653 1,327.87 090902 N 1964.0 7654 1,650.00 091702 N 1965.0 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 11/20/02 EST. NO.24 TIME 11:44 AM R.E. NAME: RICH FOLEY 04-013054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 7655 804.71 092002 N 1966.0 7657 523.74 082702 Y 1858 0 7659 740.92 092502 N 2006 0 030 0006 4,741.91 E.W. @ F.A.(+) 010902 N 1500 0 037 0001 47,951.39 E.W. @ L.S.(+) 102201 Y 1915 0 045 0609 28,211.96 E.W. @ L.S.(+) 102202 Y 1916 0 055 1521 68.47 E.W. @ F.A.(+) 100902 N 1955.0 059 1431 973.77 E.W. @ F.A.(+) 041602 N 1585 0 061 0005 214.50 E.W. @ F.A.(+) 071002 N 1818 0 0006 107.25 072402 N 1820 0 0007 107.25 071702 N 1819 0 067 9179 446.46 E.W. @ F.A.(+) 121601 N 0639 0 071 0001 9,992.11 A.C. @ L.S.(+) 102202 N 1917 0 072 1526 82.44 E.W. @ F.A.(+) 092402 N 1956.0 077 1403 2,527.78 E.W. @ F.A.(+) 082802 N 1860 0 078 0001 12,709.82 A.C. @ L.S.(+) 102202 N 1918 0 079 0028 166.50 E.W. @ U.P (+) 091402 N 1924 0 0029 125.50 092102 N 1923 0 0030 84.50 092802 N 1919 0 0031 84.50 101802 N 1922 0 0032 84.50 102102 N 1921 0 0033 84.50 101902 N 1920 0 080 9173 624.92 E.W. @ F.A.(+) 082202 N 1836 0 9174 147.08 082602 N 1890.0 9175 58.09 082902 N 1891.0 9177 4,661.44 082902 N 1905.0 9178 4,465.26 080102 N 1823 0 9179 4,339.94 092602 N 1971.0 086 7628 2,029.50 E.W. @ F.A.(+) 022602 N 1161.1 7629 2,156.00 022002 N 1185.1 088 0015 194.41 E.W. @ F.A.(+) 032802 N 1593 0 089 0006-1 -365.06 E.W. @ F.A.(+) 041002 N 1415 0 DAO CORRECTING ENTRY 0006-2 390.61 041002 N 1415 0 DAO CORRECTING ENTRY 0008-1 -365.06 041102 N 1416 0 DAO CORRECTING ENTRY 0008-2 390.61 041102 N 1416 0 DAO CORRECTING ENTRY 0009-1 -365.06 041202 N 1417 0 DAO CORRECTING ENTRY 0009-2 390.61 041202 N 1417 0 DAO CORRECTING ENTRY 0010-1 -365.06 041502 N 1418 0 DAO CORRECTING ENTRY 0010-2 390.61 041502 N 1418 0 DAO CORRECTING ENTRY 0011-1 -365.06 041602 N 1419 0 DAO CORRECTING ENTRY 0011-2 390.61 041602 N 1419 0 DAO CORRECTING ENTRY 0012-1 -365.06 041702 N 1420 0 DAO CORRECTING ENTRY 0012-2 390.61 041702 N 1420 0 DAO CORRECTING ENTRY 0013-1 -365.06 041802 N 1421 0 DAO CORRECTING ENTRY 0013-2 390.61 041802 N 1421 0 DAO CORRECTING ENTRY 0014-1 -527.78 042202 N 1422 0 DAO CORRECTING ENTRY 0014-2 564.72 042202 N 1422 0 DAO CORRECTING ENTRY 0015-1 -527.78 042302 N 1423 0 DAO CORRECTING ENTRY 0015-2 564.72 042302 N 1423 0 DAO CORRECTING ENTRY 9074-1 -365.06 050102 N 1443 0 DAO CORRECTING ENTRY 9074-2 390.61 050102 N 1443 0 DAO CORRECTING ENTRY 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 11/20/02 EST. NO.24 TIME 11:44 AM R.E. NAME: RICH FOLEY 04-013054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 9075-1 -527.78 043002 N 1442 0 DAO CORRECTING ENTRY 9075-2 564.72 043002 N 1442 0 DAO CORRECTING ENTRY 9078-1 -365.06 050202 Y 1444 0 DAO CORRECTING ENTRY 9078-2 390.61 050202 Y 1444 0 DAO CORRECTING ENTRY 9079-1 -365.06 050302 Y 1445 0 DAO CORRECTING ENTRY 9079-2 390.61 050302 Y 1445 0 DAO CORRECTING ENTRY 9103 214.38 053002 Y 1609.0 9119 120.68 040902 Y 1327.1 9190 828.63 040802 N 1559 0 9192 1,098.49 041002 Y 1328.0 9194 463.64 051702 N 1571 0 090 0015 547.03 E.W. @ F.A.(+) 030802 Y 1357.0 091 0019 24,933.76 A.C. @ L.S.(+) 102202 Y 1925 0 100 4824 2,740.64 E.W. @ F.A.(+) 091302 N 1839 0 4825 2,870.30 091502 N 1840 0 4826 313.01 092002 N 1893.0 4827 700.44 091602 N 1907 0 4828 1,439.82 081602 N 1862 0 4829 361.63 082102 N 1861 0 9229 147.49 081702 N 1835 0 9230 365.83 092302 N 1957.0 9231 1,019.14 092602 N 1987 0 9232 706.68 093002 N 1988 0 9233 939.82 100302 N 1989 0 9234 1,892.85 101702 N 1990 0 9235 1,471.71 101802 N 1991 0 9236 1,278.95 102302 N 2014 0 9237 1,278.95 102402 N 2015 0 9238 3,424.57 102602 N 2016 0 9239 2,151.79 100202 N 2003 0 9240 6,384.37 092502 N 2002 0 9241 6,656.64 091402 N 2001 0 107 0001 57,690.56 A.C. @ L.S.(+) 102202 N 1926 0 111 0011 410.43 E.W. @ F.A.(+) 080102 N 1848 0 0012 175.51 080202 N 1849 0 0015 337.94 080602 N 1852 0 0018 1,000.66 081802 N 1997 0 0019 185.30 081702 N 1995 0 0020 215.41 081702 N 1996 0 114 0004 220.83 E.W. @ F.A.(+) 090402 Y 1894.0 0005 647.39 090502 Y 1895.0 0006 435.10 091102 Y 1896.0 0007 1,167.75 091602 Y 1897.0 0008 316.13 091602 Y 1898.0 0009 1,202.42 091702 Y 1899.0 0010 1,202.42 091802 Y 1900.0 9211 209.68 040902 Y 1315.0 117 0002 1,328.92 E.W. @ F.A.(+) 090602 N 1864 0 120 0001 79,189.01 E.W. @ L.S.(+) 102702 Y 1927 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 11/20/02 EST. NO.24 TIME 11:44 AM R.E. NAME: RICH FOLEY 04-013054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 456,932.46 TOTAL THIS ESTIMATE 3,354,520.51 TOTAL PREVIOUS ESTIMATE 3,811,452.97 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 11/20/02 EST. NO.24 TIME 11:44 AM R.E. NAME: RICH FOLEY 04-013054 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FORCE ACCOUNT ADJUST -5,114.25 06 FORCE ACCOUNT ADJUST 5,114.25 09 SAND EQUIT FOR AGGRA -635.47 11 750 CIDH PILES VIAB4 -132.00 11 750 CIDH B4 VIADUCT -187.20 24 -187.20 -954.67 TOTAL DEDUCTIONS -187.20 -954.67 PROGRAM CAS145 PAGE 1 DATE 11/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 11:44 AM ESTIMATE NO. 24 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: RICH FOLEY DATE OF THIS ESTIMATE 11/20/02 LOCATION PROGRESS ESTIMATE 04-CC-80-12.7/13.8 ----------------- 04-SOL-80-0.3/2.2 C C MYERS, INC. IN CONTRA COSTA AND SOLANO COUNTIES P.O. BOX 2948 IN CROCKETT AND VALLEJO FROM OLEUM RANCHO CORDOVA, CA 95741-2948 REFINERY ROAD UNDERCROSSING TO CARQUINEZ BRIDGE TOLL PLAZA FED. AID NO. N O N E SEISMIC AND WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 002 ELECTRONIC MOBILE DAILY DAIRY LS 10,000.0000 10,000.00 0.036 360.00 0.396 3,960.00 COMPUTER SYSTEM DATA DELIVERY 003 TIME-RELATED OVERHEAD LS 3500,000.0000 3,500,000.00 0.035 122,500.00 0.788 2,758,000.00 004 PROGRESS SCHEDULE (CRITICAL PATH) LS 8,000.0000 8,000.00 0.026 208.00 0.772 6,176.00 005 NON-STORM WATER DISCHARGE LS 1250,000.0000 1,250,000.00 0.066 82,500.00 0.960 1,200,000.00 006 PREPARE STORM WATER POLLUTION LS 8,000.0000 8,000.00 0.750 6,000.00 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.040 2,000.00 0.784 39,200.00 008 TEMPORARY SILT FENCE M 5.0000 3,100.00 5.000 25.00 2,622.470 13,112.35 009 TEMPORARY COVER M2 5.0000 5,000.00 5,254.000 26,270.00 010 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 21,900.00 9.000 2,700.00 77.000 23,100.00 011 TEMPORARY EROSION CONTROL M2 0.5000 13,450.00 7,513.000 3,756.50 85,896.000 42,948.00 012 TEMPORARY CONCRETE WASHOUT EA 1,000.0000 10,000.00 10.000 10,000.00 013 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 014 TEMPORARY ROCK BAG BARRIER M 50.0000 8,000.00 92.000 4,600.00 015 TEMPORARY ENTRANCE/EXIT LS 25,000.0000 25,000.00 0.047 1,175.00 0.615 15,375.00 016 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.749 11,235.00 (S) 017 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.035 4,375.00 0.798 99,750.00 (S) 018 TYPE III BARRICADE EA 55.0000 1,100.00 39.000 2,145.00 (S) 019 TEMPORARY PAVEMENT MARKING (PAINT) M2 7.0000 245.00 18.510 129.57 020 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 10,244.00 9,930.950 6,455.12 021 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,625.00 138.000 4,830.00 022 TEMPORARY PAVEMENT MARKER EA 3.5000 26,355.00 3,268.000 11,438.00 PROGRAM CAS145 PAGE 2 DATE 11/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 11:44 AM ESTIMATE NO. 24 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: RICH FOLEY DATE OF THIS ESTIMATE 11/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 120,000.00 8.000 120,000.00 (S) 024 TEMPORARY RAILING (TYPE K) M 23.0000 253,920.00 4,939.500 113,608.50 025 TEMPORARY CRASH CUSHION MODULE EA 200.0000 26,000.00 14.000 2,800.00 026 ABANDON CULVERT EA 350.0000 7,000.00 1.000 350.00 16.000 5,600.00 027 REMOVE FENCE M 10.0000 2,600.00 279.870 2,798.70 028 REMOVE METAL BEAM GUARD RAILING M 16.0000 480.00 91.500 1,464.00 029 REMOVE DOUBLE METAL BEAM BARRIER M 20.0000 9,800.00 490.000 9,800.00 030 REMOVE PAINTED TRAFFIC STRIPE M 1.6500 15,015.00 2,903.800 4,791.27 031 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7000 5,389.00 3,658.800 6,219.96 032 REMOVE PAINTED PAVEMENT MARKING M2 22.0000 770.00 0.000 0.00 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.2500 3,542.50 271.000 880.75 034 REMOVE YELLOW THERMOPLASTIC M 3.3000 528.00 0.000 0.00 TRAFFIC STRIPE 035 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 21.0000 189.00 0.000 0.00 036 REMOVE PAVEMENT MARKER EA 1.5000 14,580.00 3,466.000 5,199.00 037 REMOVE ROADSIDE SIGN (WOOD POST) EA 80.0000 1,600.00 19.000 1,520.00 038 REMOVE ROADSIDE SIGN EA 30.0000 600.00 11.000 330.00 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE SIGN STRUCTURE EA 2,500.0000 7,500.00 3.000 7,500.00 040 REMOVE CULVERT M 33.0000 3,795.00 173.000 5,709.00 041 REMOVE INLET EA 500.0000 11,000.00 19.000 9,500.00 042 REMOVE RETAINING WALL M3 100.0000 20,000.00 93.350 9,335.00 043 REMOVE CONCRETE PAVEMENT M3 35.0000 110,950.00 0.000 0.00 044 REMOVE ASPHALT CONCRETE SURFACING M3 20.0000 22,400.00 0.000 0.00 045 REMOVE BASE AND SURFACING M3 32.0000 206,080.00 435.000 13,920.00 046 REMOVE CONCRETE DECK SURFACE M2 50.0000 2,200.00 0.000 0.00 047 SALVAGE FENCE M 20.0000 4,300.00 0.000 0.00 048 SALVAGE METAL BEAM GUARD RAILING M 13.0000 1,040.00 79.050 1,027.65 049 SALVAGE ROADSIDE SIGN EA 60.0000 420.00 7.000 420.00 PROGRAM CAS145 PAGE 3 DATE 11/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 11:44 AM ESTIMATE NO. 24 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: RICH FOLEY DATE OF THIS ESTIMATE 11/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE ROADSIDE SIGN EA 200.0000 1,800.00 4.000 800.00 051 RELOCATE SIGN STRUCTURE EA 4,000.0000 8,000.00 1.000 4,000.00 052 ADJUST MONUMENT TO GRADE EA 500.0000 500.00 0.000 0.00 053 ADJUST MANHOLE TO GRADE EA 350.0000 350.00 0.000 0.00 054 ADJUST PIPE INLET TO GRADE EA 1,000.0000 4,000.00 1.000 1,000.00 055 MODIFY INLET TO MANHOLE EA 2,000.0000 2,000.00 0.000 0.00 056 PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 21,700.00 1,701.000 5,953.50 (S) (45 MM MAX) 057 PLANE ASPHALT CONCRETE PAVEMENT M2 4.2500 43,775.00 0.000 0.00 (S) (75 MM MAX) 058 REMOVE CONCRETE M3 80.0000 45,600.00 405.650 32,452.00 059 REMOVE CONCRETE BARRIER (TYPE K) M 3.0000 2,100.00 0.000 0.00 060 CAP INLET EA 750.0000 3,750.00 0.000 0.00 061 BRIDGE REMOVAL, LOCATION A LS 650,000.0000 650,000.00 1.000 650,000.00 062 BRIDGE REMOVAL, LOCATION B LS 550,000.0000 550,000.00 0.975 536,250.00 063 BRIDGE REMOVAL, LOCATION C LS 650,000.0000 650,000.00 1.000 650,000.00 064 BRIDGE REMOVAL (PORTION), LOCATION D LS 45,000.0000 45,000.00 0.000 0.00 065 BRIDGE REMOVAL (PORTION), LOCATION E LS 375,000.0000 375,000.00 0.000 0.00 066 SALVAGE CRASH CUSHION EA 750.0000 1,500.00 3.000 2,250.00 067 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 068 ROADWAY EXCAVATION M3 10.0000 1,375,000.00 4,795.000 47,950.00 129,717.000 1,297,170.00 069 ROADWAY EXCAVATION (TYPE A) M3 57.0000 526,680.00 10,899.000 621,243.00 070 SHOULDER BACKING STA 1,000.0000 2,000.00 0.000 0.00 071 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 28,480.00 712.000 28,480.00 (F) 072 STRUCTURE EXCAVATION (TYPE D) M3 35.0000 306,180.00 60.500 2,117.50 7,822.650 273,792.75 (F) 073 STRUCTURE EXCAVATION (TYPE DH) M3 360.0000 210,960.00 204.800 73,728.00 667.600 240,336.00 (F) 074 STRUCTURE EXCAVATION (TYPE H) M3 220.0000 44,660.00 177.737 39,102.14 (F) 075 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 40.0000 85,000.00 2,005.000 80,200.00 (F) 076 SAND BEDDING M3 60.0000 4,560.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 11/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 11:44 AM ESTIMATE NO. 24 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: RICH FOLEY DATE OF THIS ESTIMATE 11/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 212,030.00 44.300 1,550.50 2,233.843 78,184.51 (F) 078 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 35.0000 24,150.00 592.000 20,720.00 (F) 079 SAND BACKFILL M3 65.0000 64,675.00 41.500 2,697.50 424.670 27,603.55 080 LEAN CONCRETE BACKFILL M3 90.0000 96,480.00 1,072.000 96,480.00 (F) 081 CLASS 1 CONCRETE BACKFILL M3 125.0000 182,500.00 1,460.000 182,500.00 (F) 082 DITCH EXCAVATION M3 25.0000 175.00 0.000 0.00 083 EARTH RETAINING STRUCTURE M2 390.0000 411,840.00 264.000 102,960.00 (F) 084 IMPORTED MATERIAL (SHOULDER BACKING) M3 40.0000 1,080.00 31.400 1,256.00 085 GEOGRID M2 2.0000 39,600.00 0.000 0.00 086 HIGHWAY PLANTING LS 30,000.0000 30,000.00 0.000 0.00 (S) 087 IMPORTED TOPSOIL M3 30.0000 136,800.00 0.000 0.00 088 EROSION CONTROL (BLANKET) M2 50.0000 3,900.00 0.000 0.00 089 STRAW (EROSION CONTROL) TONN 550.0000 6,050.00 6.670 3,668.50 (S) 090 COMPOST (EROSION CONTROL) KG 2.0000 4,320.00 1,406.160 2,812.32 (S) 091 FIBER (EROSION CONTROL) KG 1.5000 1,380.00 657.720 986.58 (S) 092 FIBER ROLLS M 20.0000 82,200.00 1,325.810 26,516.20 (S) 093 PURE LIVE SEED (EROSION CONTROL) KG 35.0000 9,450.00 161.310 5,645.85 (S) 094 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 495.00 204.120 306.18 (S) 095 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,740.00 567.000 1,701.00 (S) 096 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 (S) 097 IRRIGATION SYSTEM LS 45,000.0000 45,000.00 0.000 0.00 (S) 098 NPS 1.5 SUPPLY LINE (BRIDGE) M 140.0000 19,600.00 0.000 0.00 099 NPS 4 SUPPLY LINE (BRIDGE) M 70.0000 9,800.00 0.000 0.00 100 MODIFY NPS 4 SUPPLY LINE (BRIDGE) M 275.0000 6,050.00 0.000 0.00 101 200 MM CORRUGATED HIGH DENSITY M 100.0000 4,100.00 13.350 1,335.00 POLYETHYLENE PIPE CONDUIT 102 CLASS 4 AGGREGATE SUBBASE M3 31.0000 287,990.00 135.000 4,185.00 2,877.000 89,187.00 103 CLASS 3 AGGREGATE BASE M3 44.0000 61,160.00 179.000 7,876.00 491.000 21,604.00 PROGRAM CAS145 PAGE 5 DATE 11/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 11:44 AM ESTIMATE NO. 24 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: RICH FOLEY DATE OF THIS ESTIMATE 11/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 LEAN CONCRETE BASE M3 120.0000 596,400.00 1,677.000 201,240.00 105 ASPHALT TREATED PERMEABLE BASE M3 140.0000 61,600.00 197.000 27,580.00 106 REPLACE ASPHALT CONCRETE SURFACING M3 175.0000 4,025.00 0.000 0.00 107 ASPHALT CONCRETE (TYPE A) TONN 50.0000 853,500.00 1,181.980 59,099.00 2,357.910 117,895.50 108 ASPHALT CONCRETE BASE (TYPE A) TONN 55.0000 77,550.00 1,201.940 66,106.70 109 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 10,500.00 218.120 5,453.00 AREA) 110 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 5,775.00 1,065.000 3,727.50 111 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 1,260.00 52.000 182.00 112 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 1,225.00 463.000 1,620.50 113 ASPHALTIC EMULSION (PAINT BINDER) TONN 350.0000 66,500.00 20.000 7,000.00 114 CONCRETE PAVEMENT M3 100.0000 961,000.00 3,581.430 358,143.00 115 DRILLED HOLE (750 MM) M 150.0000 98,250.00 655.000 98,250.00 116 DRILLED HOLE (900 MM) M 250.0000 777,000.00 3,107.580 776,895.00 117 DRILLED HOLE (1000 MM) M 150.0000 48,750.00 325.000 48,750.00 118 FURNISH STEEL PILING (HP 250 X 62) M 35.0000 10,920.00 252.800 8,848.00 119 DRIVE STEEL PILE (HP 250 X 62) EA 1,100.0000 23,100.00 21.000 23,100.00 (S) 120 FURNISH STEEL PILING (HP 360 X 174) M 70.0000 252,910.00 1,130.500 79,135.00 1,767.300 123,711.00 121 DRIVE STEEL PILE (HP 360 X 174) EA 1,500.0000 180,000.00 67.000 100,500.00 120.000 180,000.00 (S) 122 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 280.0000 1,576,960.00 5,750.700 1,610,196.00 (S) PILING 123 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 320.0000 604,800.00 361.500 115,680.00 2,265.230 724,873.60 (S) PILING 124 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,500.0000 259,000.00 70.000 245,000.00 (S) PILING 125 STEEL SOLDIER PILE (W360 X 79) M 52.0000 52,000.00 1,000.000 52,000.00 (F) 126 STEEL SOLDIER PILE (W360 X 101) M 65.0000 300,560.00 4,623.580 300,532.70 (F) 127 STEEL SOLDIER PILE (W410 X 114) M 75.0000 31,200.00 416.000 31,200.00 (F) 128 STEEL SOLDIER PILE (W410 X 149) M 95.0000 60,420.00 636.000 60,420.00 (F) 129 STEEL SOLDIER PILE (W460 X 97) M 65.0000 11,375.00 175.000 11,375.00 (F) 130 STEEL SOLDIER PILE (W460 X 128) M 85.0000 9,180.00 108.000 9,180.00 (F) PROGRAM CAS145 PAGE 6 DATE 11/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 11:44 AM ESTIMATE NO. 24 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: RICH FOLEY DATE OF THIS ESTIMATE 11/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 STEEL SOLDIER PILE (W530 X 219) M 145.0000 53,650.00 370.000 53,650.00 (F) 132 STEEL SOLDIER PILE (W690 X 265) M 175.0000 46,375.00 265.000 46,375.00 (F) 133 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 175.0000 888,125.00 3,742.680 654,969.00 PILING (762 MM) 134 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 5,500.0000 1,067,000.00 158.000 869,000.00 (S) PILE (762 MM) 135 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 0.114 79,800.00 0.235 164,500.00 (S) 136 TIEBACK ANCHOR EA 4,000.0000 1,816,000.00 454.000 1,816,000.00 (S) 137 STRUCTURAL CONCRETE FACING M3 475.0000 230,375.00 0.000 0.00 (F) 138 ARCHITECTURAL SURFACE TREATMENT M2 125.0000 62,750.00 476.900 59,612.50 (F) 139 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 1,298,000.00 294.520 117,808.00 3,073.320 1,229,328.00 (F) 140 STRUCTURAL CONCRETE, BRIDGE M3 477.0000 68,993.00 334.700 159,651.90 8,920.321 4,254,993.12 (F) 141 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 90,250.00 0.000 0.00 (F) (TYPE N) 142 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 201,000.00 14.243 14,243.00 142.929 142,929.00 (F) 143 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 144 LIGHTWEIGHT CONCRETE (BRIDGE) M3 750.0000 1,296,750.00 0.000 0.00 (F) 145 FRACTURED RIB TEXTURE M2 75.0000 69,000.00 0.000 0.00 (F) 146 DRILL AND BOND DOWEL M 55.0000 3,850.00 40.000 2,200.00 147 CONCRETE CLOSURE WALL M2 320.0000 16,640.00 52.000 16,640.00 (F) 148 PTFE BEARING EA 2,000.0000 38,000.00 6.000 12,000.00 (S) 149 PTFE BEARING (SPHERICAL) EA 2,500.0000 120,000.00 3.000 7,500.00 (S) 150 JOINT SEAL ASSEMBLY (MR 90 MM) M 550.0000 4,400.00 0.000 0.00 (S) 151 JOINT SEAL ASSEMBLY (MR 100 MM) M 550.0000 17,600.00 0.000 0.00 (S) 152 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 20,000.00 0.000 0.00 (S) 153 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,000.0000 104,000.00 0.000 0.00 (S) 154 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 3,000.0000 186,000.00 0.000 0.00 (S) 155 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 5,209,050.00 121,923.177 134,115.49 2,385,858.000 2,624,443.80 (SF) 156 WELDED HEADED BAR REINFORCEMENT EA 7.0000 329,175.00 2,304.000 16,128.00 20,160.000 141,120.00 (S) 157 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 87,400.00 9,583.000 9,583.00 (SF) PROGRAM CAS145 PAGE 7 DATE 11/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 11:44 AM ESTIMATE NO. 24 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: RICH FOLEY DATE OF THIS ESTIMATE 11/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 BAR REINFORCING STEEL (EPOXY COATED) KG 1.8500 717,800.00 0.000 0.00 (SF)(BRIDGE) 159 SHOTCRETE M3 600.0000 91,200.00 152.000 91,200.00 (F) 160 STRUCTURAL STEEL (BRIDGE) KG 8.0000 612,000.00 8,400.000 67,200.00 21,000.000 168,000.00 (SF) 161 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.5000 988,000.00 0.000 0.00 (SF) 162 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6000 237,120.00 0.000 0.00 (SF) 163 ISOLATION CASING KG 25.0000 312,800.00 4,433.300 110,832.50 7,100.000 177,500.00 (SF) 164 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 141,740.00 35,435.000 141,740.00 (SF) 165 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 24,804.50 35,435.000 24,804.50 (SF) 166 920 MM CAST-IN-DRILLED-HOLE M 825.0000 36,300.00 33.500 27,637.50 (S) CONCRETE PILE (SIGN FOUNDATION) 167 METAL (BARRIER MOUNTED SIGN) KG 20.0000 3,200.00 0.000 0.00 168 METAL (RAIL MOUNTED SIGN) KG 25.0000 10,000.00 0.000 0.00 169 ROADSIDE SIGN - ONE POST EA 150.0000 1,950.00 5.000 750.00 170 ROADSIDE SIGN - TWO POST EA 300.0000 3,900.00 2.000 600.00 171 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 840.00 3.000 180.00 METHOD) 172 INSTALL SIGN OVERLAY M2 125.0000 350.00 0.000 0.00 173 INSTALL SIGN PANEL ON EXISTING FRAME M2 75.0000 450.00 0.000 0.00 174 TIMBER LAGGING M3 650.0000 297,700.00 28.000 18,200.00 438.000 284,700.00 (F) 175 CLEAN AND PAINT SOLDIER PIPE LS 75,000.0000 75,000.00 0.000 0.00 176 CLEAN AND PAINT STRUCTURAL STEEL LS 95,000.0000 95,000.00 0.000 0.00 (S) 177 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 135.0000 351,000.00 6.000 810.00 60.000 8,100.00 (S) 178 WORK AREA MONITORING (LOCATION A) LS 15,000.0000 15,000.00 0.000 0.00 (S) 179 WORK AREA MONITORING (LOCATION B) LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000.00 (S) 180 150 MM ALTERNATIVE PIPE CULVERT M 400.0000 320.00 0.000 0.00 181 300 MM ALTERNATIVE PIPE CULVERT M 150.0000 300.00 9.600 1,440.00 182 450 MM ALTERNATIVE PIPE CULVERT M 145.0000 69,600.00 79.500 11,527.50 183 600 MM ALTERNATIVE PIPE CULVERT M 145.0000 20,300.00 144.500 20,952.50 184 900 MM ALTERNATIVE PIPE CULVERT M 200.0000 71,000.00 341.200 68,240.00 PROGRAM CAS145 PAGE 8 DATE 11/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 11:44 AM ESTIMATE NO. 24 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: RICH FOLEY DATE OF THIS ESTIMATE 11/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 450 MM REINFORCED CONCRETE PIPE M 100.0000 94,000.00 821.120 82,112.00 186 600 MM REINFORCED CONCRETE PIPE M 200.0000 78,000.00 385.000 77,000.00 385.000 77,000.00 187 900 MM REINFORCED CONCRETE PIPE M 410.0000 35,260.00 86.000 35,260.00 188 1200 MM REINFORCED CONCRETE PIPE M 500.0000 55,000.00 100.400 50,200.00 189 300 MM CORRUGATED STEEL PIPE M 700.0000 23,800.00 26.200 18,340.00 26.200 18,340.00 (1.63 MM THICK) 190 300 MM CORRUGATED STEEL PIPE M 400.0000 6,800.00 2.500 1,000.00 (2.01 MM THICK) 191 450 MM CORRUGATED STEEL PIPE M 325.0000 12,675.00 26.900 8,742.50 (1.63 MM THICK) 192 80 MM PLASTIC PIPE (EDGE DRAIN) M 50.0000 18,500.00 344.000 17,200.00 193 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 55.0000 398,750.00 1,787.100 98,290.50 194 200 MM ALTERNATIVE PIPE UNDERDRAIN M 45.0000 133,650.00 95.500 4,297.50 1,687.350 75,930.75 195 300 MM TRENCH DRAIN M 200.0000 378,000.00 1,085.770 217,154.00 196 400 MM TRENCH DRAIN M 300.0000 6,600.00 15.000 4,500.00 197 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 350.0000 1,155.00 2.250 787.50 198 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 1.000 250.00 1.000 250.00 199 ROCK SLOPE PROTECTION M3 100.0000 630.00 1.800 180.00 (FACING, METHOD B) 200 SACKED CONCRETE SLOPE PROTECTION M3 500.0000 800.00 0.000 0.00 201 ROCK SLOPE PROTECTION FABRIC M2 4.0000 84.00 6.000 24.00 202 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 240,000.00 21.300 8,520.00 152.540 61,016.00 CONSTRUCTION) 203 MINOR CONCRETE (GUTTER) M 125.0000 66,000.00 94.000 11,750.00 (F) 204 MISCELLANEOUS IRON AND STEEL KG 2.2000 24,376.00 316.000 695.20 5,002.000 11,004.40 (SF) 205 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 326,580.00 6,466.000 38,796.00 (SF) 206 BRIDGE DECK DRAINAGE SYSTEM KG 13.0000 470,080.00 16,556.000 215,228.00 (SF) 207 CHAIN LINK FENCE (TYPE CL-1.2, M 40.0000 12,000.00 0.000 0.00 (SF)VINYL-CLAD) 208 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 14,790.00 0.000 0.00 (S) 209 CHAIN LINK FENCE (TYPE CL-1.8, M 45.0000 10,440.00 96.000 4,320.00 (SF)VINYL-CLAD) 210 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 500.00 0.000 0.00 (S) 211 9.6 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 9 DATE 11/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 11:44 AM ESTIMATE NO. 24 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: RICH FOLEY DATE OF THIS ESTIMATE 11/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 4.8 M CHAIN GATE (TYPE CL-1.8) EA 700.0000 700.00 1.000 700.00 213 DELINEATOR (CLASS 1) EA 35.0000 5,250.00 0.000 0.00 214 CONCRETE BARRIER MARKER EA 15.0000 2,340.00 0.000 0.00 215 OBJECT MARKER (TYPE K-1) EA 70.0000 70.00 0.000 0.00 216 OBJECT MARKER (TYPE Q) EA 70.0000 420.00 0.000 0.00 217 METAL BEAM GUARD RAILING (STEEL POST) M 50.0000 36,000.00 499.550 24,977.50 (S) 218 CHAIN LINK RAILING (TYPE 7) M 200.0000 800.00 0.000 0.00 (SF) 219 CONCRETE BARRIER (TYPE 25) M 130.0000 424,710.00 94.000 12,220.00 (F) 220 CONCRETE BARRIER (TYPE 27B MODIFIED) M 330.0000 39,600.00 0.000 0.00 (F) 221 CONCRETE BARRIER (TYPE 27 MODIFIED) M 150.0000 70,650.00 0.000 0.00 (F) 222 CONCRETE BARRIER (TYPE 41) M 175.0000 98,875.00 0.000 0.00 (F) 223 BARRIER MOUNTED BRIDGE RAILING M 145.0000 85,695.00 0.000 0.00 (SF) 224 PEDESTRIAN RAILING M 185.0000 108,040.00 0.000 0.00 (SF) 225 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 0.000 0.00 (S) 226 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 33,000.00 7.000 15,400.00 (S) 227 CRASH CUSHION, SAND FILLED EA 5,500.0000 11,000.00 0.000 0.00 (S) 228 CONCRETE BARRIER (TYPE 60) M 120.0000 16,800.00 0.000 0.00 229 CONCRETE BARRIER (TYPE 60A) M 120.0000 145,800.00 0.000 0.00 230 CONCRETE BARRIER (TYPE 60D) M 200.0000 60,000.00 0.000 0.00 (F) 231 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 16,250.00 27.850 1,392.50 27.850 1,392.50 (S) 232 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 14,550.00 852.000 852.00 852.000 852.00 (S) 233 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 5,775.00 80.500 241.50 80.500 241.50 (S) 234 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 273.00 10.000 30.00 10.000 30.00 (S) (BROKEN 5.18 M - 2.14 M) 235 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 6,600.00 0.000 0.00 (S) 236 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 3,720.00 20.000 40.00 20.000 40.00 (S) 237 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 0.000 0.00 (S) 238 LIGHTING STAGE CONSTRUCTION - LOCATION 1 LS 10,000.0000 10,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 10 DATE 11/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 11:44 AM ESTIMATE NO. 24 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: RICH FOLEY DATE OF THIS ESTIMATE 11/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 LIGHTING STAGE CONSTRUCTION - LOCATION 2 LS 5,000.0000 5,000.00 0.000 0.00 (S) 240 LIGHTING AND SIGN ILLUMINATION AND LS 25,000.0000 25,000.00 0.000 0.00 (S) TRAFFIC OPERATIONS SYSTEM STAGE CONSTRUCTION - LOCATION 3 241 SIGNAL AND LIGHTING STAGE CONSTRUCTION - LS 25,000.0000 25,000.00 1.000 25,000.00 (S) LOCATION 4 242 LIGHTING (LOCATION 2) LS 475,000.0000 475,000.00 0.005 2,375.00 0.059 28,025.00 (S) 243 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.916 183,200.00 (S) (LOCATION 1) 244 CAMERA UNIT EA 10,000.0000 10,000.00 0.000 0.00 (S) 245 PAN/TILT UNIT EA 3,000.0000 3,000.00 0.000 0.00 (S) 246 CAMERA CONTROL UNIT EA 4,500.0000 4,500.00 0.000 0.00 (S) 247 VIDEO ENCODER UNIT EA 25,000.0000 25,000.00 0.000 0.00 (S) 248 INTERGRATED SERVICE DIGITAL NETWORK EA 1,500.0000 1,500.00 0.000 0.00 (S) TERMINAL ADAPTER 249 CLUSTER CONTROLLER FOR MICROWAVE VEHICLE EA 1,500.0000 1,500.00 0.000 0.00 (S) DETECTION SENSOR SYSTEM 250 ANALOG DATA STATION TERMINATION EA 1,000.0000 1,000.00 0.000 0.00 (S) 251 TRAFFIC OPERATIONS SYSTEM (LOCATION-1) LS 450,000.0000 450,000.00 0.263 118,350.00 (S) 252 TRAFFIC OPERATIONS SYSTEM (LOCATION-2) LS 15,000.0000 15,000.00 0.537 8,055.00 (S) 253 TRAFFIC OPERATIONS SYSTEM (LOCATION-3) LS 25,000.0000 25,000.00 0.012 300.00 0.062 1,550.00 (S) 254 CALLBOX SYSTEM LS 550,000.0000 550,000.00 0.000 0.00 (S) 255 SEISMIC MONITORING SYSTEM LS 350,000.0000 350,000.00 0.010 3,500.00 0.017 5,950.00 (S) 256 INSTALL SEISMIC MONITORING CASING M 450.0000 82,800.00 0.000 0.00 (S) 257 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 258 50 MM PERFORATED PLASTIC PIPE M 35.0000 54,985.00 480.000 16,800.00 1,121.000 39,235.00 259 50 MM PLASTIC PIPE M 5.0000 1,360.00 110.000 550.00 212.000 1,060.00 260 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 261 REMOVE CHAIN LINK GATE EA 200.0000 600.00 5.000 1,000.00 262 STRUCTURE BACKFILL M3 9.0000 203,400.00 2,050.000 18,450.00 263 STRUCTURE BACKFILL (TYPE E) M3 32.0000 656,000.00 16,177.000 517,664.00 264 150 MM ALTERNATIVE PIPE UNDERDRAIN M 30.0000 6,900.00 51.000 1,530.00 262.000 7,860.00 PROGRAM CAS145 PAGE 11 DATE 11/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 11:44 AM ESTIMATE NO. 24 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/02 R.E. NAME: RICH FOLEY DATE OF THIS ESTIMATE 11/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,570,470.59 30,204,477.02 ADJUSTMENT OF COMPENSATION 117,165.25 1,102,967.73 EXTRA WORK 339,767.21 2,708,485.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,027,403.05 34,015,929.99 265 MOBILIZATION LS 6100,000.0000 6,100,000.00 1.000 6,100,000.00 ORIGINAL CONTRACT AMOUNT 61,080,878.00 TOTAL WORK COMPLETED 2,027,403.05 40,115,929.99 MATERIALS ON HAND ON SITE 1,127,383.96 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -187.20 -954.67 TOTAL 2,027,215.85 41,242,359.28 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 12/19/00 885 12/12/00 12/12/00 10/28/03 708 2 126 5 60% 70% PROGRESS IS SATISFACTORY RICH FOLEY RESIDENT ENGINEER PROGRAM CAS145 DATE 11/20/02