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 09/27/05 EST. NO.22 TIME 11:42 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 0198-1 -374.40 E.W. @ F.A.(+) 102104 Y 0852.0 DAO CORRECTING ENTRY 0198-2 222.38 102104 Y 0852.0 DAO CORRECTING ENTRY 0382 295.57 071405 Y 1535.0 0417 59.30 080205 Y 1659.0 0424 182.58 081105 Y 1731.0 0425 399.16 081205 Y 1734.0 0427 205.24 080505 Y 1723.0 0428 181.05 080905 Y 1727.0 0429 64.36 080805 Y 1728.0 0430 404.52 020805 Y 1763.0 0431 117.33 110504 Y 1764.0 0432 387.05 021005 Y 1765.0 0433 608.89 110504 Y 1766.0 0434 855.27 112304 Y 1769.0 0435 412.66 051805 Y 1770.0 0436 343.88 052505 Y 1772.0 0438 253.26 052005 Y 1776.0 0441 281.80 060905 Y 1782.0 0442 338.45 061705 Y 1783.0 0443 69.16 020305 Y 1762.0 0445 267.66 102504 Y 1745.0 0446 353.53 122104 Y 1747.0 0448 441.64 122204 Y 1749.0 0449 485.65 122204 Y 1750.0 0450 171.21 011205 Y 1754.0 0451 203.65 011305 Y 1755.0 0452 258.57 011405 Y 1756.0 0453 258.67 011805 Y 1757.0 0454 183.10 012005 Y 1758.0 0455 121.35 012005 Y 1759.0 0456 297.90 012105 Y 1760.0 0457 169.30 012405 Y 1761.0 0459 371.81 081505 Y 1806.0 0460 357.11 081605 Y 1809.0 0461 189.94 081605 Y 1810.0 0462 121.77 081605 Y 1812.0 0464 261.12 090105 Y 1895.0 0465 484.26 090605 Y 1897.0 0466 334.48 062305 Y 1883.0 0467 246.82 090205 Y 1929.0 002 0065 2,735.38 E.W. @ F.A.(+) 071205 Y 1709.0 0066 6,775.98 080305 Y 1937.0 003 0007 2,761.54 E.W. @ F.A.(+) 070705 Y 1702.0 004 0020 3,400.00 E.W. @ F.A.(+) 070505 Y 1704.0 0020-1 -3,400.00 070505 Y 1704.0 DAO CORRECTING ENTRY 0020-2 1,700.00 070505 Y 1704.0 DAO CORRECTING ENTRY 0021 1,750.00 042805 Y 1701.0 0022 600.00 081005 Y 1855.0 0023 1,450.00 071805 Y 1854.0 0024 2,550.00 061805 Y 1936.0 005 0009 5,327.94 A.C. @ U.P.(+) 092104 N 0009 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 09/27/05 EST. NO.22 TIME 11:42 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 --------------------------------------------------------------------------- 006 0290 70.62 E.W. @ F.A.(+) 080905 Y 1735.0 0291 141.23 081005 Y 1730.0 0292 1,073.17 080805 Y 1710.0 0293 153.05 080805 Y 1711.0 0294 1,353.67 081005 Y 1712.0 0295 144.66 080905 Y 1713.0 0296 1,134.62 080905 Y 1714.0 0298 35.13 080905 Y 1784.0 0300 196.86 091604 Y 1836.0 0301 1,127.43 052005 Y 1848.0 0302 104.66 081705 Y 1815.0 0303 1,461.97 083105 Y 1892.0 0304 61.33 090605 Y 1896.0 0305 616.94 090705 Y 1901.0 0306 578.43 090605 Y 1902.0 0307 144.51 090605 Y 1903.0 0308 215.85 090205 Y 1904.0 0309 381.02 083005 Y 1905.0 0310 579.61 090105 Y 1906.0 0311 967.75 090105 Y 1907.0 0312 652.30 090205 Y 1908.0 0313 391.16 090205 Y 1909.0 0314 62.12 083105 Y 1910.0 0315 540.79 083105 Y 1911.0 0316 886.20 090605 Y 1912.0 009 0123 3,845.32 E.W. @ F.A.(+) 072605 N 1691 0 0124 2,491.83 080805 N 1692 0 0125 2,632.38 080905 N 1694 0 0126 907.62 080905 N 1695 0 0127 1,757.29 081005 N 1696 0 0128 3,377.40 080805 N 1693 0 0131 625.05 081605 N 1859 0 0132 1,585.76 081705 N 1860 0 011 0072 1,016.40 E.W. @ F.A.(+) 081205 Y 1706.0 0073 1,031.20 081905 Y 1743.0 0074 1,143.20 082605 Y 1857.0 0075 944.80 090905 Y 1933.0 0076 996.40 090205 Y 1934.0 013 0035 403.34 E.W. @ F.A.(+) 081005 Y 1729.0 0036 556.30 080405 N 1793.0 0037 556.30 080305 N 1794.0 0038 973.73 081105 N 1796.0 0039 985.50 081205 N 1797.0 0040 834.46 080505 N 1792.0 0041 973.73 081005 N 1791.0 0042 1,213.51 082505 Y 1832.0 0043 347.69 082605 Y 1834.0 0044 663.08 081705 Y 1817.0 0045 1,046.37 081805 Y 1819.0 0049 498.91 090105 N 1938.0 0050 84.94 083105 Y 1893.1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 09/27/05 EST. NO.22 TIME 11:42 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 --------------------------------------------------------------------------- 014 0106 1,391.79 E.W. @ F.A.(+) 070805 N 1690.0 0107 125.66 060305 N 1675.0 0108 854.38 060605 N 1676.0 0109 1,037.85 060805 N 1677.0 0110 310.56 061005 N 1678.0 0111 1,545.83 061305 N 1679.0 0112 979.90 061405 N 1680.0 0113 1,005.32 061605 N 1681.0 0114 784.05 060905 N 1682.0 0115 1,840.38 070505 N 1683.0 0116 419.53 062005 N 1684.0 0117 550.40 062205 N 1686.0 0120 1,108.81 070705 N 1689.0 0121 539.16 061505 N 1785.0 0122 1,348.16 062705 N 1786.0 0124 995.47 072505 N 1788.0 0125 139.23 072805 N 1789.0 0126 961.96 072905 N 1790.0 0127 997.84 090205 N 1939.0 019 0020 71.07 E.W. @ F.A.(+) 080105 Y 1703.0 0021 71.07 090105 Y 1935.0 022 0056 245.73 E.W. @ F.A.(+) 060205 Y 1780.0 0057 61.61 082405 Y 1825.0 025 0018 24,581.14 E.W. @ F.A.(+) 040105 Y 1452.1 027 0064 322.12 E.W. @ F.A.(+) 110504 Y 1767.0 0066 2,562.10 081905 Y 1844.0 0067 266.65 082605 Y 1888.0 0068 487.95 090705 Y 1899.0 031 0073 306.50 E.W. @ F.A.(+) 080505 Y 1715.0 0074 982.96 082605 Y 1849.0 0075 632.41 081505 Y 1850.0 0076 668.68 081605 Y 1851.0 0077 321.23 081805 Y 1852.0 0078 723.91 082405 Y 1853.0 032 0075 871.39 E.W. @ F.A.(+) 061705 Y 1840.0 0076 516.62 082305 Y 1845.0 0077 796.89 090605 Y 1931.0 034 0031 127.98 E.W. @ F.A.(+) 081105 Y 1733.0 0032 191.99 081605 Y 1811.0 0033 542.21 081705 Y 1814.0 0034 192.75 081805 Y 1818.0 0035 180.93 081905 Y 1821.0 040 0009 855.22 E.W. @ F.A.(+) 032905 Y 1718.0 0013 41,918.11 E.W. @ U.P (+) 091905 N 0013 0 0014 6,332.50 091905 N 0014 0 046 0128 394.80 E.W. @ F.A.(+) 080405 Y 1716.0 0129 176.86 041405 Y 1719.0 0130 528.81 080205 Y 1720.0 0131 460.72 080405 Y 1721.0 0134 552.97 051405 Y 1775.0 0135 1,606.50 122204 Y 1751.0 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 09/27/05 EST. NO.22 TIME 11:42 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 --------------------------------------------------------------------------- 0136 1,804.81 091604 Y 1835.0 0137 1,792.45 110504 Y 1837.0 0138 5,858.52 052005 Y 1838.0 0139 796.89 081705 Y 1843.0 0140 196.23 082605 Y 1846.0 0141 973.42 081605 Y 1808.0 0142 1,593.78 082305 Y 1824.0 0143 1,620.93 041805 Y 1079.1 0144 19.89 062905 Y 1455.1 0145 288.44 072805 Y 1669.1 0146 58.55 082905 Y 1889.0 0147 1,207.09 083105 Y 1894.0 0148 793.92 090705 Y 1900.0 0149 750.41 082405 Y 1922.0 0150 1,604.54 083005 Y 1926.0 059 0009 2,403.69 E.W. @ F.A.(+) 012005 Y 1736.0 078 0029 9,900.00 E.W. @ F.A.(+) 072205 Y 1856.0 079 0014 2,214.22 E.W. @ F.A.(+) 081705 Y 1816.0 0015 1,196.96 081805 Y 1820.0 0016 1,571.58 081905 Y 1822.0 0017 86.60 082405 Y 1828.0 082 0016 211.84 E.W. @ F.A.(+) 080805 Y 1724.0 0017 353.07 080905 Y 1725.0 0018 495.80 011205 Y 1752.0 0019 207.87 082405 Y 1831.0 0020 502.30 082205 Y 1823.0 0021 899.73 082405 Y 1826.0 090 0008 2,005.28 E.W. @ F.A.(+) 011305 Y 1847.0 100 0001 242,608.80 A.C. @ U.P.(+) 092005 N 0001 0 0002 232,162.00 A.C. @ L.S.(+) 092005 N 0002 0 107 0001 1,825.95 E.W. @ F.A.(+) 082005 Y 1887.0 0002 176.57 081905 Y 1920.0 114 0001 1,389.51 E.W. @ F.A.(+) 032905 Y 1740.0 121 0001 2,962.79 E.W. @ F.A.(+) 081205 Y 1737.0 0002 272.77 081105 Y 1738.0 0003 109.16 081005 Y 1739.0 0004 985.57 081105 N 1841.0 0005 1,760.75 081605 Y 1842.0 0006 1,814.62 081505 Y 1807.0 0007 455.25 081205 Y 1805.0 129 0012 510.76 E.W. @ F.A.(+) 052705 Y 1774.0 0013 2,738.65 060105 Y 1839.0 130 0017 650.79 E.W. @ F.A.(+) 061505 Y 1379.0 0018 113.74 081105 Y 1732.0 0019 113.74 080905 Y 1726.0 0020 202.50 082405 Y 1830.0 0021 134.48 082905 Y 1890.0 138 0002 1,403.44 E.W. @ F.A.(+) 062405 Y 1884.0 149 0001 4,048.31 E.W. @ F.A.(+) 081705 Y 1813.0 154 0001 70.25 E.W. @ F.A.(+) 072505 Y 1870.0 0002 315.47 072605 Y 1871.0 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 09/27/05 EST. NO.22 TIME 11:42 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 --------------------------------------------------------------------------- 0008 1,304.67 072205 Y 1878.0 0009 4,423.01 072205 Y 1879.0 730,556.50 TOTAL THIS ESTIMATE 7,494,486.44 TOTAL PREVIOUS ESTIMATE 8,225,042.94 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 09/27/05 EST. NO.22 TIME 11:42 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 -13,938.97 -262,322.82 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 10,000.00 0.00 TOTAL DEDUCTIONS -3,938.97 -262,322.82 PROGRAM CAS145 PAGE 1 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 LOCATION RERUN PROGRESS ESTIMATE 08-RIV-215-R37.7/43.9 ----------------------- 08-RIV-91-20.3/21.6 WASHINGTON/OBAYASHI IN RIVERSIDE COUNTY IN RIVERSIDE 08-RIV-60-11.5/13.7 P.O. BOX 600 AND MORENO VALLEY AT VARIOUS HIGHLAND, CA 92346 LOCATIONS FED. AID NO. ACNH-215 -1(219)92N,I-215 -1(219)92N,ACNH-X065(80)N WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CHANGEABLE MESSAGE SIGN SYSTEM LS 110,000.0000 110,000.00 0.000 0.00 02 COMMUNICATIONS HUB ASSEMBLY LS 255,000.0000 255,000.00 0.000 0.00 03 MICROWAVE WIRELESS DETECTION SENSOR EA 15,000.0000 90,000.00 0.000 0.00 SYSTEM 04 COMMUNICATION HUB STRUCTURE LS 30,000.0000 30,000.00 0.000 0.00 05 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.018 14,400.00 0.118 94,400.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.600 12,000.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 20.000 138,000.00 364.000 2,511,600.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 8.000 200.00 4,520.100 113,002.50 09 TEMPORARY FENCE (TYPE ESA) M 75.0000 132,000.00 0.000 0.00 10 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 500,000.0000 500,000.00 0.028 14,000.00 0.504 252,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.635 63,500.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.010 10,000.00 0.680 680,000.00 S) 14 TYPE II BARRICADE EA 35.0000 3,255.00 40.000 1,400.00 S) 15 TYPE III BARRICADE EA 65.0000 3,705.00 86.000 5,590.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 216.530 6,495.90 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 1,447.000 940.55 86,825.750 56,436.74 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 7.000 196.00 726.000 20,328.00 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 140,700.00 692.000 2,422.00 26,056.000 91,196.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 66,000.00 6.200 37,200.00 S) 22 TEMPORARY RAILING (TYPE K) M 24.0000 1,660,800.00 522.400 12,537.60 31,066.280 745,590.72 S) PROGRAM CAS145 PAGE 2 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 32.000 4,480.00 861.000 120,540.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 469.500 1,267.65 21,028.260 56,776.30 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 5.000 5,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 120.000 3,480.00 774.330 22,455.57 27 OBLITERATE SURFACING M2 1.3000 176,800.00 13,166.440 17,116.37 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 8,548.050 145,316.85 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 5,632.060 123,905.32 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 1,257.980 1,886.97 40,500.790 60,751.19 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 860.000 1,720.00 14,539.700 29,079.40 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 16,485.510 24,728.27 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 235.230 7,056.90 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 785.000 785.00 22,218.000 22,218.00 36 REMOVE ROADSIDE SIGN EA 100.0000 39,000.00 36.000 3,600.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 4.000 12,000.00 34.500 103,500.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 0.000 0.00 39 REMOVE PIPE M 70.0000 243,600.00 69.440 4,860.80 1,016.800 71,176.00 40 REMOVE INLET EA 540.0000 64,800.00 2.000 1,080.00 30.000 16,200.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 2.000 1,080.00 31.000 16,740.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 15.000 10,500.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 311.800 7,171.40 1,175.000 27,025.00 44 REMOVE CONCRETE DECK SURFACE M2 25.0000 2,125.00 0.000 0.00 45 REMOVE DELINEATOR EA 15.0000 1,500.00 0.000 0.00 46 SALVAGE FENCE (CHAIN LINK) M 20.0000 128,000.00 530.000 10,600.00 47 SALVAGE METAL BEAM GUARD RAILING M 25.0000 22,250.00 388.320 9,708.00 48 RECONSTRUCT CHAIN LINK FENCE M 40.0000 6,800.00 0.000 0.00 49 RESET MARKER EA 40.0000 560.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 450.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 18.500 4,625.00 52 ADJUST PIPE INLET TO GRADE EA 1,000.0000 2,000.00 0.000 0.00 53 MODIFY INLET EA 1,000.0000 3,000.00 0.000 0.00 54 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 119,200.00 11,399.170 18,238.67 S) (45 MM MAXIMUM) 55 REMOVE CONCRETE (CHANNEL) M3 75.0000 84,000.00 11.980 898.50 607.050 45,528.75 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 14.000 490.00 1,578.800 55,258.00 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 7.430 371.50 1,285.820 64,291.00 61 REMOVE SOUND WALL M2 20.0000 78,200.00 2,208.010 44,160.20 62 CAP INLET EA 500.0000 22,500.00 2.000 1,000.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 9.000 1,350.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.388 252,200.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.062 6,200.00 0.248 24,800.00 66 PUMP STATION REMOVAL LS 18,000.0000 18,000.00 0.500 9,000.00 67 CLEARING AND GRUBBING LS 170,000.0000 170,000.00 1.000 170,000.00 68 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.010 1,000.00 0.824 82,400.00 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 9,586.440 115,900.06 239,096.540 2,890,677.17 71 LEAD COMPLIANCE PLAN LS 30,000.0000 30,000.00 0.750 22,500.00 72 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 2,392,500.00 17,629.000 1,322,175.00 F) 73 STRUCTURE EXCAVATION (TYPE D) M3 15.0000 9,750.00 0.000 0.00 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 22,400.00 504.000 20,160.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 2,268,090.00 1,853.100 55,593.00 39,263.400 1,177,902.00 F) PROGRAM CAS145 PAGE 4 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,108.000 255,400.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 1,894.000 66,290.00 18,544.800 649,068.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 129.300 4,525.50 145.300 5,085.50 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 34.000 2,380.00 251.630 17,614.10 81 DITCH EXCAVATION M3 20.0000 50,000.00 234.650 4,693.00 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 1,054.000 279,310.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 13,717.000 630,982.00 F) 84 IMPORTED BORROW M3 0.0100 2,650.00 2,568.100 25.68 85 HIGHWAY PLANTING LS 220,000.0000 220,000.00 0.107 23,540.00 S) 86 ROCK BLANKET (TYPE 1) M2 56.0000 1,568,000.00 0.000 0.00 S) 87 INTERLOCKING PAVERS M2 75.0000 40,500.00 0.000 0.00 S) 88 EROSION CONTROL (BLANKET) M2 4.0000 20,800.00 0.000 0.00 89 STRAW (EROSION CONTROL) TONN 370.0000 118,400.00 0.000 0.00 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 0.000 0.00 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 0.000 0.00 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 0.000 0.00 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 0.000 0.00 S) 94 TRANSPLANT PALM TREE EA 1,850.0000 33,300.00 0.000 0.00 95 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.051 9,690.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 236.430 35,464.50 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 16.460 1,399.10 332.250 28,241.25 S) (1.63 MM THICK) 99 300 MM WELDED STEEL PIPE CONDUIT M 155.0000 24,800.00 0.000 0.00 S) (6.35 MM THICK) 00 EXTEND 300 MM CONDUIT M 220.0000 7,700.00 0.000 0.00 S) 01 MAINTENANCE VEHICLE PULLOUT EA 3,500.0000 112,000.00 0.000 0.00 02 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 03 CLASS 1 AGGREGATE SUBBASE M3 32.0000 2,892,800.00 1,492.470 47,759.04 9,307.710 297,846.72 PROGRAM CAS145 PAGE 5 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,927.170 77,086.80 15,366.010 614,640.40 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 0.000 0.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 861.580 115,451.72 3,320.090 444,892.06 07 ASPHALT TREATED PERMEABLE BASE M3 105.0000 57,750.00 629.330 66,079.65 08 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 375.0000 4,125.00 0.000 0.00 09 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 75.0000 96,000.00 0.000 0.00 10 ASPHALT CONCRETE (TYPE B) TONN 50.0000 20,000.00 18.620 931.00 11 ASPHALT CONCRETE (TYPE A) TONN 44.5000 9,033,500.00 6,594.720 293,465.04 35,430.760 1,576,668.82 12 ASPHALT CONCRETE (OPEN GRADED) TONN 42.5000 1,075,250.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 512,600.00 288.440 6,345.68 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 955.000 3,820.00 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 0.000 0.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 2,133.560 403,242.84 2,712.000 512,568.00 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 70.300 13,357.00 70.300 13,357.00 18 REPLACE CONCRETE PAVEMENT M3 830.0000 1,369,500.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 6.1000 305,000.00 0.000 0.00 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 0.000 0.00 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 80.000 800.00 S) PAVEMENT 22 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 310.0000 230,020.00 525.270 162,833.70 S) PILING 23 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 475.0000 539,125.00 1,185.800 563,255.00 S) PILING 24 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,440.0000 197,640.00 0.000 0.00 S) PILING 25 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 5,380,000.00 33.200 166,000.00 1,043.650 5,218,250.00 S) PILING 26 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,960.0000 425,320.00 0.000 0.00 S) PILING 27 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 207,200.00 0.000 0.00 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 109,494.00 204.420 12,878.46 (ALTERNATIVE X) PROGRAM CAS145 PAGE 6 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 67.000 100,500.00 79.000 118,500.00 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 85.000 127,500.00 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 3,048.595 335,345.45 S) PILING (SOUND WALL) 36 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 315.0000 66,150.00 0.000 0.00 S) PILING (TYPE 5 MODIFIED) 37 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2000,000.0000 2,000,000.00 0.133 266,000.00 S) 38 TIEBACK ANCHOR EA 2,600.0000 566,800.00 155.000 403,000.00 S) 39 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 175.0000 885,500.00 360.000 63,000.00 2,212.800 387,240.00 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 1,018.000 453,010.00 13,066.000 5,814,370.00 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 932.000 316,880.00 8,458.100 2,875,754.00 F) 42 STRUCTURE CONCRETE (PUMPING PLANT) M3 700.0000 140,000.00 194.000 135,800.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 300.0000 336,000.00 110.000 33,000.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 139.470 66,945.60 255.470 122,625.60 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 0.000 0.00 (TYPE R) 46 JACKING SUPERSTRUCTURE LS 20,000.0000 20,000.00 0.000 0.00 47 CLASS A CONCRETE (STRUCTURE) M3 380.0000 1,447,800.00 7.510 2,853.80 1,399.890 531,958.20 48 CLASS 3 CONCRETE (BACKFILL) M3 180.0000 72,000.00 0.000 0.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 1,341,000.00 20.170 18,153.00 380.244 342,219.60 F) 50 MINOR CONCRETE (STAIRWAY) M3 1,200.0000 55,200.00 30.000 36,000.00 35.000 42,000.00 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 0.000 0.00 F) 53 FRACTURED RIB TEXTURE M2 75.0000 790,500.00 183.000 13,725.00 3,058.000 229,350.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 0.000 0.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 315.000 23,625.00 2,379.000 178,425.00 F) 56 BEAR RELIEF TEXTURE M2 195.0000 90,675.00 0.000 0.00 F) 57 DRILL AND BOND DOWEL M 65.0000 39,000.00 19.200 1,248.00 67.200 4,368.00 PROGRAM CAS145 PAGE 7 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) GIRDER (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,600.0000 336,600.00 0.000 0.00 S) GIRDER (10 M - 15 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 494,000.00 0.000 0.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 0.000 0.00 S) GIRDER (20 M - 25 M) 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 66,500.00 0.000 0.00 S) GIRDER (25 M - 30 M) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 98,000.00 0.000 0.00 S) GIRDER (30 M - 35 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 337,400.00 0.000 0.00 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 1,564,420.00 875.000 113,750.00 4,098.000 532,740.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 385.000 44,275.00 385.000 44,275.00 SF) 70 PTFE SPHERICAL BEARING EA 5,500.0000 99,000.00 0.000 0.00 S) 71 MASONRY BLOCK WALL M2 125.0000 13,750.00 55.000 6,875.00 55.000 6,875.00 SF) 72 JOINT SEAL (MR 30 MM) M 125.0000 39,375.00 0.000 0.00 S) 73 JOINT SEAL ASSEMBLY (MR 70 MM) M 410.0000 5,740.00 0.000 0.00 S) 74 JOINT SEAL ASSEMBLY (MR 80 MM) M 435.0000 23,055.00 0.000 0.00 S) 75 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 94,500.00 0.000 0.00 S) 76 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,100.0000 29,400.00 0.000 0.00 S) 77 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,000.0000 330,000.00 0.000 0.00 S) 78 JOINT SEAL (MR 40 MM) M 155.0000 38,750.00 0.000 0.00 S) 79 JOINT SEAL (MR 50 MM) M 175.0000 107,625.00 0.000 0.00 S) 80 BAR REINFORCING STEEL KG 1.2000 326,730.00 22.000 26.40 157,005.410 188,406.49 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 214,294.000 282,868.08 4,181,171.580 5,519,146.49 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 92,760.000 134,502.00 782,774.000 1,135,022.30 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 808,775.00 721.000 306,425.00 F) PROGRAM CAS145 PAGE 8 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ASPHALT MEMBRANE WATERPROOFING M2 80.0000 3,280.00 0.000 0.00 SF) 86 TREAT BRIDGE DECK M2 4.0000 43,020.00 0.000 0.00 F) 87 FURNISH BRIDGE DECK TREATMENT MATERIAL L 38.0000 166,326.00 0.000 0.00 (LOW ODOR) 88 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.5000 20,800.00 0.000 0.00 SF)WITH WALKWAY) 89 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.5000 11,200.00 0.000 0.00 SF)WITH WALKWAY) 90 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.6000 1,542,978.00 0.000 0.00 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 0.000 0.00 SF) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 323,498.00 0.000 0.00 SF) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 56,117.00 0.000 0.00 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 804,000.00 21.000 25,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 6.700 10,050.00 6.700 10,050.00 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 0.000 0.00 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 0.000 0.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 0.000 0.00 METHOD) 00 INSTALL SIGN PANEL ON EXISTING FRAME M2 90.0000 6,300.00 0.000 0.00 01 PREPARE AND PAINT CONCRETE M2 21.5000 213,688.50 0.000 0.00 F) 02 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 156,800.00 81.400 13,024.00 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 146.900 27,176.50 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 77.800 16,338.00 05 300 MM REINFORCED CONCRETE PIPE M 175.0000 19,250.00 55.430 9,700.25 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 32.900 4,112.50 1,986.229 248,278.63 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 122.380 20,804.60 711.950 121,031.50 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 523.470 99,459.30 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 666.500 159,960.00 10 1050 MM REINFORCED CONCRETE PIPE M 295.0000 76,700.00 27.400 8,083.00 122.490 36,134.55 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 270.330 91,912.20 PROGRAM CAS145 PAGE 9 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,800.00 196.290 82,441.80 13 1350 MM REINFORCED CONCRETE PIPE M 395.0000 35,550.00 31.600 12,482.00 14 1800 MM REINFORCED CONCRETE PIPE M 545.0000 109,000.00 144.990 79,019.55 15 2100 MM REINFORCED CONCRETE PIPE M 7,200.0000 1,008,000.00 0.000 0.00 (CLASS V SPECIAL) 16 JACKED 1050 MM REINFORCED CONCRETE PIPE M 3,500.0000 735,000.00 95.920 335,720.00 (CLASS III) 17 JACKED 1500 MM REINFORCED CONCRETE PIPE M 2,100.0000 294,000.00 141.260 296,646.00 (CLASS III) 18 300 MM CORRUGATED STEEL PIPE M 100.0000 7,200.00 1.340 134.00 4.460 446.00 (2.01 MM THICK) 19 450 MM CORRUGATED STEEL PIPE M 108.0000 23,760.00 23.650 2,554.20 (2.01 MM THICK) 20 600 MM CORRUGATED STEEL PIPE M 130.0000 16,900.00 0.000 0.00 (2.01 MM THICK) 21 750 MM CORRUGATED STEEL PIPE M 195.0000 3,900.00 42.670 8,320.65 (2.01 MM THICK) 22 900 MM CORRUGATED STEEL PIPE M 250.0000 7,500.00 27.280 6,820.00 (3.51 MM THICK) 23 1800 MM CORRUGATED STEEL PIPE M 420.0000 38,640.00 91.610 38,476.20 (3.51 MM THICK) 24 450 MM SLOTTED CORRUGATED STEEL PIPE M 280.0000 53,200.00 0.000 0.00 (2.01 MM THICK) 25 80 MM PLASTIC PIPE (EDGE DRAIN) M 120.0000 13,200.00 217.030 26,043.60 26 80 MM PLASTIC PIPE SLOTTED (EDGE DRAIN) M 35.0000 39,550.00 648.200 22,687.00 27 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 6,500.00 0.000 0.00 (1.63 MM THICK) 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 128.0000 19,200.00 0.000 0.00 (1.63 MM THICK) 29 200 MM ENTRANCE TAPER EA 675.0000 675.00 0.000 0.00 30 300 MM ENTRANCE TAPER EA 750.0000 5,250.00 0.000 0.00 31 200 MM DOWNDRAIN SLIP JOINT EA 240.0000 240.00 0.000 0.00 32 300 MM DOWNDRAIN SLIP JOINT EA 290.0000 870.00 0.000 0.00 33 200 MM ANCHOR ASSEMBLY EA 250.0000 250.00 0.000 0.00 34 300 MM ANCHOR ASSEMBLY EA 290.0000 1,160.00 0.000 0.00 35 GRATED LINE DRAIN M 190.0000 123,500.00 0.000 0.00 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 2.500 11,250.00 (2.01 MM THICK) 37 450 MM CORRUGATED STEEL PIPE RISER M 1,900.0000 5,700.00 0.000 0.00 (2.77 MM THICK) 38 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 36,400.00 8.570 11,141.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 413 MM WELDED STEEL PIPE CASING (BRIDGE) M 350.0000 51,100.00 0.000 0.00 (NATURAL GAS) 40 508 MM WELDED STEEL PIPE CASING (BRIDGE) M 425.0000 44,625.00 0.000 0.00 (NATURAL GAS) 41 610 MM WELDED STEEL PIPE CASING (BRIDGE) M 240.0000 35,280.00 0.000 0.00 42 300 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 8,400.00 0.000 0.00 43 450 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 2,600.00 0.000 0.00 44 750 MM ALTERNATIVE FLARED END SECTION EA 1,400.0000 1,400.00 0.000 0.00 45 900 MM DEBRIS RACK CAGE (H = 1.8 M) EA 5,500.0000 11,000.00 0.000 0.00 46 900 MM PRECAST CONCRETE PIPE INLET EA 2,500.0000 47,500.00 6.860 17,150.00 47 900 MM PRECAST CONCRETE PIPE MANHOLE EA 4,200.0000 109,200.00 15.000 63,000.00 48 ROCK SLOPE PROTECTION (1T, METHOD A) M3 75.0000 123,000.00 0.000 0.00 49 ROCK SLOPE PROTECTION M3 245.0000 29,400.00 0.000 0.00 (FACING, METHOD B) 50 ROCK SLOPE PROTECTION M3 850.0000 19,550.00 10.880 9,248.00 (BACKING NO. 2, METHOD B) 51 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 125.0000 8,375.00 72.080 9,010.00 52 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 1,400.0000 5,600.00 0.000 0.00 53 CLASS 3 CONCRETE (CHANNEL LINING) M3 375.0000 236,250.00 137.900 51,712.50 137.900 51,712.50 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 0.000 0.00 F) 55 SLOPE PAVING (ROCK BLANKET) M2 150.0000 124,500.00 0.000 0.00 F) 56 ROCK SLOPE PROTECTION FABRIC M2 8.2500 10,725.00 152.300 1,256.48 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 83.790 27,818.28 1,579.938 524,539.42 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 0.000 0.00 F) 59 DRAINAGE PUMPING EQUIPMENT LS 125,000.0000 125,000.00 0.650 81,250.00 0.650 81,250.00 S) 60 PUMPING PLANT ELECTRICAL EQUIPMENT LS 10,000.0000 10,000.00 0.000 0.00 S) 61 MISCELLANEOUS IRON AND STEEL KG 2.2000 75,198.20 554.600 1,220.12 4,626.200 10,177.64 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 1.000 210.00 16.000 3,360.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 17,690.000 119,407.50 SF)(RESTRAINER - PIPE TYPE) 64 MISCELLANEOUS METAL KG 6.2500 71,562.50 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 11 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,867.000 55,418.75 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 0.000 0.00 SF) 67 PUMPING PLANT METAL WORK KG 13.0000 52,000.00 408.000 5,304.00 SF) 68 CHAIN LINK FENCE (TYPE CL-0.9) M 25.0000 41,500.00 0.000 0.00 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 85.300 2,729.60 1,110.250 35,528.00 S) 70 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 7,200.00 0.000 0.00 S) 71 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 69,600.00 3.000 3,600.00 S) 72 SURVEY MONUMENT EA 500.0000 30,000.00 0.000 0.00 73 DELINEATOR (CLASS 1) EA 40.0000 8,000.00 0.000 0.00 S) 74 OBJECT MARKER (TYPE L-1) EA 40.0000 640.00 0.000 0.00 S) 75 METAL BEAM GUARD RAILING M 44.0000 411,400.00 68.580 3,017.52 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 175.000 18,375.00 175.000 18,375.00 S) 77 CHAIN LINK RAILING (TYPE 7L) M 115.0000 26,450.00 0.000 0.00 SF) 78 TUBULAR HANDRAILING M 160.0000 85,120.00 0.000 0.00 SF) 79 TUBULAR HANDRAILING (STAIRWAY) M 160.0000 12,800.00 0.000 0.00 SF) 80 CONCRETE BARRIER (TYPE 25 MODIFIED) M 125.0000 32,000.00 0.000 0.00 F) 81 CONCRETE BARRIER (TYPE 26 MODIFIED) M 360.0000 412,560.00 399.000 143,640.00 399.000 143,640.00 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 0.000 0.00 SF) 84 TERMINAL CONNECTOR EA 320.0000 320.00 0.000 0.00 S) 85 TERMINAL SECTION (TYPE C) EA 125.0000 125.00 0.000 0.00 S) 86 END SECTION EA 155.0000 3,565.00 0.000 0.00 S) 87 TRANSITION RAILING (TYPE WB) EA 110.0000 7,370.00 0.000 0.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 0.000 0.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 3.000 6,900.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 3.000 1,800.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 RETURN SECTION EA 105.0000 105.00 0.000 0.00 S) 93 CRASH CUSHION (TYPE CAT) EA 5,700.0000 51,300.00 0.000 0.00 S) 94 CRASH CUSHION (TYPE CAT) BACKUP EA 525.0000 5,250.00 0.000 0.00 S) 95 CRASH CUSHION (ADIEM) EA 19,000.0000 19,000.00 0.000 0.00 S) 96 CONCRETE BARRIER (TYPE 60) M 105.0000 300,300.00 0.000 0.00 97 CONCRETE BARRIER (TYPE 60A) M 120.0000 5,160.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 60C) M 160.0000 235,200.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 0.000 0.00 F) 00 CONCRETE BARRIER (TYPE 60E) M 440.0000 4,400.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60G) M 210.0000 6,300.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60GA) M 210.0000 6,930.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE 60GC) M 160.0000 219,200.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 60S) M 105.0000 84,000.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 60SA) M 135.0000 5,400.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 60SC) M 115.0000 142,600.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60 E MODIFIED) M 750.0000 225,000.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60 GE MODIFIED) M 300.0000 51,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 900.0000 936,000.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 2,420.00 0.000 0.00 F) 11 CONCRETE BARRIER (TYPE 60 SE MODIFIED) M 420.0000 8,820.00 0.000 0.00 12 CONCRETE BARRIER (TYPE 60D MODIFIED) M 115.0000 62,560.00 0.000 0.00 F) 13 CONCRETE BARRIER (TYPE 732) M 125.0000 97,125.00 12.000 1,500.00 12.000 1,500.00 F) 14 CONCRETE BARRIER (TYPE 732A) M 135.0000 64,125.00 0.000 0.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 0.000 0.00 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 127.500 18,870.00 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 0.000 0.00 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 734.100 128,467.50 PROGRAM CAS145 PAGE 13 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 204,600.00 213.800 35,277.00 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 50.000 10,000.00 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 0.000 0.00 F) 24 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 67,710.00 0.000 0.00 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 0.000 0.00 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 1,461.700 730.85 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 24.400 561.20 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 32,550.00 64.000 96.00 S) 29 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 5.0000 6,700.00 0.000 0.00 S) TYPE H) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 82,240.00 188.000 601.60 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 0.013 9,165.00 0.026 18,330.00 S) 6,7) 33 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 6,000.00 0.000 0.00 S) 34 COMMUNICATION CONDUIT (BRIDGE) M 120.0000 48,000.00 0.000 0.00 S) 35 SPRINKLER CONTROL CONDUIT (BRIDGE) M 120.0000 78,840.00 0.460 55.20 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 0.117 24,336.00 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 0.048 1,440.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.004 1,640.00 0.018 7,380.00 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 0.003 1,230.00 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 0.052 78,000.00 S) 3,4,5,6,7,8,9,10,11,12) 43 MODIFY LIGHTING AND SIGN ILLUMINATION LS 2200,000.0000 2,200,000.00 0.015 33,000.00 0.148 325,600.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.269 20,175.00 0.517 38,775.00 S) 48 ENVIRONMENTAL RESTORATION LS 35,000.0000 35,000.00 0.000 0.00 S) 49 TIRE SHRED BACKFILL M3 22.0000 29,018.00 0.000 0.00 PROGRAM CAS145 PAGE 15 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:42 AM ESTIMATE NO. 22 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 09/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,717,774.55 47,863,384.36 ADJUSTMENT OF COMPENSATION 480,098.74 5,219,983.24 EXTRA WORK 250,457.76 3,005,059.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,448,331.05 56,088,427.30 47 MOBILIZATION LS 8343,064.9500 18,343,064.95 0.950 17,425,911.70 ORIGINAL CONTRACT AMOUNT 185,955,000.00 TOTAL WORK COMPLETED 4,448,331.05 73,514,339.00 MATERIALS ON HAND ON SITE 2,599,608.97 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,938.97 -262,322.82 TOTAL 4,444,392.08 75,851,625.15 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 05/18/07 355 30 41 7 36% 39% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 09/27/05