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 09/23/03 EST. NO.27 TIME 08:23 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- 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 0416 385.68 E.W. @ F.A.(+) 080803 N 1722 0 0417 385.68 081103 N 1732 0 0418 149.20 081103 N 1731 0 0419 385.68 081203 N 1741 0 0420 108.48 081303 N 1745 0 0421 24.87 081403 N 1751 0 0422 448.55 081403 N 1754 0 0423 385.68 081503 N 1768 0 0424 226.89 081703 N 1803 0 0425 317.17 081803 N 1786 0 0426 144.12 081803 N 1805 0 0427 98.70 081903 N 1807 0 0428 337.46 081903 N 1794 0 0429 120.53 082003 N 1811 0 0430 385.68 082103 N 1812 0 0431 385.68 082203 N 1828 0 0432 89.78 082203 N 1827 0 0433 89.78 082203 N 1833 0 0434 103.75 081903 N 1790 0 0435 168.73 082503 N 1836 0 0436 376.67 082503 N 1837 0 0437 417.12 082703 N 1849 0 0438 511.43 082803 N 1855 0 0439 654.06 061503 N 60 0 0440 617.82 061603 N 61 0 0441 581.59 061703 N 62 0 0442 784.54 072703 N 76 0 0443 645.52 072803 N 77 0 0444 729.05 072903 N 78 0 0445 784.54 073003 N 79 0 0446 486.03 080403 N 82 0 0447 205.95 080403 N 81 0 0448 449.05 080503 N 83 0 0449 617.45 080603 N 84 0 0450 511.43 090203 N 1869 0 0451 254.56 060803 N GR55 0 0452 236.45 060903 N GR56 0 0453 254.56 061003 N GR57 0 0454 509.12 061103 N GR58 0 0455 509.12 061203 N GR59 0 0456 81.88 062203 N GR63 0 0457 109.16 062303 N GR64 0 0458 163.75 062403 N GR65 0 0459 481.83 062503 N GR66 0 0460 449.05 062603 N GR67 0 0461 392.93 062903 N GR68 0 0462 261.52 063003 N GR69 0 0463 453.51 071303 N GR70 0 0464 793.45 072003 N GR71 0 0465 682.50 072103 N GR72 0 0466 793.45 072203 N GR73 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 09/23/03 EST. NO.27 TIME 08:23 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0467 919.75 072303 N GR74 0 0468 980.98 072403 N GR75 0 0469 385.68 082903 N 1861 0 0470 385.68 090303 N 1870 0 0471 246.27 090903 N 1927 0 0472 108.76 091003 N 1928 0 0473 313.36 091003 N 1931 0 0474 262.07 091103 N 1932 0 003 0019 89.60 E.W. @ U.P (+) 081303 N 1876 0 0020 42.40 090503 N 1875 0 0021 589.60 080103 N 1910 0 008 0009-1 -2,196.98 E.W. @ F.A.(+) 051903 N GR46 0 DAO CORRECTING ENTRY 0009-2 2,494.71 051903 N GR46 0 DAO CORRECTING ENTRY 011 0257 7,263.52 E.W. @ F.A.(+) 021403 N R155 0 0258 46,748.45 090501 N WB1 0 0259 1,620.22 012703 N R133 0 0260 324.03 012803 N R134 0 0261 1,134.16 012903 N R135 0 0262 2,268.31 020703 N R136 0 0263 324.03 021203 N R137 0 0264 134.04 042103 N R145 0 016 0139 78.17 E.W. @ F.A.(+) 081503 N 1772 0 0140 680.88 082103 N 1816 0 0141 595.36 082203 N 1826 0 0142 608.71 082503 N 1835 0 0143 1,039.77 082603 N 1845 0 0144 504.40 082703 N 1850 0 0145 301.12 090403 N 1921 0 0146 373.26 090503 N 1925 0 026 0012 36.00 E.W. @ F.A.(+) 081903 N 1797 0 028 0045 9,446.17 A.C. @ L.S.(+) 092003 N H28.45 032 0007 2,138.00 A.C. @ U.P.(+) 092003 N GR32.7 034 0013 107.25 E.W. @ U.P (+) 081203 N 1776 0 0014 357.50 081603 N 1847 0 037 0009 145.41 E.W. @ F.A.(+) 082603 N 1844 0 046 0053-1 -244.80 E.W. @ F.A.(+) 071903 N 1696 0 DAO CORRECTING ENTRY 0053-2 107.25 071903 N 1696 0 DAO CORRECTING ENTRY 0057-1 -9,113.48 051903 N GR48 0 DAO CORRECTING ENTRY 0057-2 9,783.38 051903 N GR48 0 DAO CORRECTING ENTRY 0059-1 -15,635.63 060303 N GR49 0 DAO CORRECTING ENTRY 0059-2 16,884.63 060303 N GR49 0 DAO CORRECTING ENTRY 0060 15,149.15 060403 N GR51 0 0060-1 -15,149.15 060403 N GR51 0 DAO CORRECTING ENTRY 0060-2 16,514.25 060403 N GR51 0 DAO CORRECTING ENTRY 0062 19,880.69 060603 N GR53 0 0062-1 -19,880.69 060603 N GR53 0 DAO CORRECTING ENTRY 0062-2 20,997.19 060603 N GR53 0 DAO CORRECTING ENTRY 0065 361.88 071003 N 1764 0 0066 253.65 071403 N 1549.1 0067 378.48 081903 N 1799 0 0068 250.25 071403 N 1544 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 09/23/03 EST. NO.27 TIME 08:23 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 051 0002 212.36 E.W. @ F.A.(+) 081903 N 1793.1 0003 1,145.89 063003 N 1474 0 0004 77.33 070103 N 1481 0 0005 2,084.20 071003 N 1529 0 0006 3,222.67 071103 N 1535 0 0007 44.00 071103 N 1570 0 0008 2,635.39 071403 N 1653 0 0009 2,562.94 071403 N 1548 0 0010 500.50 071403 N 1573 0 0011 97.46 071403 N 268 0 0012 2,075.06 082003 N 1809 0 0013 178.75 081803 N 1775.1 0014 2,192.64 081903 N 1793 0 0015 196.66 082103 N 1821 0 0016 644.14 082903 N 1859 0 0017 1,823.63 081903 N 01 0 0018 1,231.99 082003 N 02 0 0019 1,055.65 082103 N 03 0 0020 1,715.28 082203 N 04 0 0021 1,583.59 082703 N 05 0 0022 541.24 090303 N 1914 0 067 0035 566.91 E.W. @ F.A.(+) 080903 N 1726 0 0036 299.72 081103 N 1736 0 0037 648.54 081303 N 1744 0 0038 2,204.09 081403 N 1769 0 0039 2,035.77 081503 N 1798 0 0040 692.46 081803 N 1788 0 0041 1,016.37 082003 N 1808 0 0042 365.60 082103 N 1819 0 0043 59.85 081503 N 1771 0 0044 1,180.55 081603 N 1773 0 0045 259.55 081903 N 1796 0 0046 1,462.28 082803 N 1853 0 0047 442.01 082803 N 1852 0 0048 450.57 082903 N 1863 0 068 0005 7,521.97 E.W. @ F.A.(+) 070803 N 1877 0 0006 1,238.12 070803 N 1877.1 069 0001 200.00 E.W. @ L.S.(+) 091503 N 69.1 0 071 0022 572.00 E.W. @ F.A.(+) 080103 N 1778 0 0023 1,098.25 080803 N 1724 0 0024 82.50 072803 N 1784 0 0025 321.75 080603 N 1692.1 0026 286.00 072303 N 1592.1 0027 203.31 080403 N 1663 0 072 0001 1,312.65 E.W. @ F.A.(+) 072303 N 1590 0 0002 72.32 072403 N 1600 0 0003 192.83 072503 N 1599 0 0004 314.63 072503 N 1615 0 0005 445.77 072903 N 1654 0 0006 1,136.04 073003 N 1640 0 0007 706.44 073103 N 1646 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 09/23/03 EST. NO.27 TIME 08:23 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0009 528.06 080103 N 1650 0 0010 1,099.59 080603 N 1683 0 0011 215.60 070703 N 1767 0 0012 418.96 080703 N 1685 0 076 0001 2,037.75 E.W. @ F.A.(+) 070103 N 1502 0 0002 2,162.88 070303 N 1703 0 0003 473.97 070303 N 1499 0 0004 217.60 070303 N 1495 0 0005 321.75 070303 N 1489 0 0006 2,076.17 070303 N 1498 0 0007 40,382.05 070303 N 1519 0 0008 2,659.84 070803 N 1514 0 0008-1 -2,659.84 070803 N 1514 0 DAO CORRECTING ENTRY 0008-2 1,864.05 070803 N 1514 0 DAO CORRECTING ENTRY 0008-3 -1,864.05 070803 N 1514 0 DAO CORRECTING ENTRY 0009 143.00 070803 N 1540 0 0010 1,592.45 070803 N 1510 0 0010-1 -1,592.45 070803 N 1510 0 DAO CORRECTING ENTRY 0011 1,251.25 070803 N 1706 0 0012 1,322.75 070803 N 1521 0 0013 5,153.50 070903 N 1702 0 0014 321.75 070903 N 1543 0 0015 4,598.20 070903 N 1523 0 0015-1 -4,598.20 070903 N 1523 0 DAO CORRECTING ENTRY 0016 3,626.22 071003 N 1530 0 0016-1 -3,626.22 071003 N 1530 0 DAO CORRECTING ENTRY 0017 321.75 071603 N 1700 0 0018 2,261.92 071603 N 1557 0 0019 178.75 071603 N 1574 0 0020 2,976.69 072803 N 1632 0 0021 3,440.06 073003 N 1657 0 0021-1 -3,440.06 073003 N 1657 0 DAO CORRECTING ENTRY 0022 3,174.71 080603 N 1682 0 0022-1 -3,174.71 080603 N 1682 0 DAO CORRECTING ENTRY 0023 3,664.58 080703 N 1687 0 0023-1 -3,664.58 080703 N 1687 0 DAO CORRECTING ENTRY 0024 1,637.80 080703 N 1688 0 0025 1,544.76 070803 N 1510A0 0026 2,612.14 070803 N 1514A0 0027 4,532.62 070903 N 1523A0 0028 3,578.52 071003 N 1530A0 0029 3,398.33 073003 N 1657A0 0030 3,121.05 080603 N 1682A0 0031 3,599.00 080703 N 1687A0 0032 143.00 073003 N 1657.1 0033 1,007.09 080603 N 1679 0 0034 143.00 080803 N 1780 0 0035 2,762.65 080603 N 1783 0 0036 888.46 081803 N 1787 0 0037 1,099.22 081903 N 1795 0 0038 266.62 082103 N 1822 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 09/23/03 EST. NO.27 TIME 08:23 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0039 324.22 082303 N 1829 0 0040 589.88 080603 N 1682.1 0041 286.00 080703 N 1687.1 0042 13,803.64 080703 N 1839 0 0043 1,072.50 081803 N 1787.1 0044 786.50 082603 N 1842 0 0045 3,515.96 082603 N 1843 0 0046 1,280.47 082803 N 1858 0 0047 3,657.77 080803 N 1721 0 313,656.03 TOTAL THIS ESTIMATE 3,420,526.52 TOTAL PREVIOUS ESTIMATE 3,734,182.55 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 09/23/03 EST. NO.27 TIME 08:23 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEFICIENT AB THICKNS -306.90 13 ITEM 85 CIDH ANOMALY -328.13 17 OUT OF SPEC AB -3,600.00 21 ITEM 85 CIDH ANOMALY -3,218.50 23 OUT OF SPEC AB PVCUL -104.85 23 RESTAKE DS 64 -300.00 26 0.00 -7,858.38 LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 02 MISSING PYRLS -10,000.00 03 MISSING PYRLS RECD 20,000.00 04 0.00 0.00 TOTAL DEDUCTIONS 0.00 -7,858.38 PROGRAM CAS145 PAGE 1 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:23 AM ESTIMATE NO. 27 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 09/23/03 LOCATION PROGRESS ESTIMATE 10-TUO-108-R1.8/4.6 ----------------- GOODFELLOW HARRIS JOINT IN TUOLUMNE COUNTY NEAR SONORA FROM VENTURE 0.3 KM WEST OF SANGUINETTI OVERHEAD P O BOX 598 TO 0.5 KM EAST OF STANDARD ROAD WENATCHEE WA 98807 FED. AID NO. ACST-P108(37)E ,P-P108(37)E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 20,000.0000 20,000.00 0.600 12,000.00 02 TIME-RELATED OVERHEAD WDAY 1,700.0000 816,000.00 20.000 34,000.00 307.000 521,900.00 03 TEMPORARY ENVIRONMENTAL FENCE M 20.0000 6,400.00 6,855.320 137,106.40 04 TEMPORARY CULVERT M 200.0000 14,800.00 0.000 0.00 05 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 150,000.0000 150,000.00 0.050 7,500.00 0.870 130,500.00 07 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.010 250.00 0.460 11,500.00 S) 08 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.030 4,500.00 0.730 109,500.00 S) 09 TYPE III BARRICADE EA 200.0000 15,600.00 5.000 1,000.00 134.000 26,800.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.0000 180,800.00 1,179.580 9,436.64 31,595.930 252,767.44 S) 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 145.0000 14,065.00 3.780 548.10 406.150 58,891.75 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,500.00 91.000 3,185.00 S) 13 TEMPORARY PAVEMENT MARKER EA 5.0000 6,800.00 123.000 615.00 2,164.000 10,820.00 S) 14 TEMPORARY SIGNAL SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.030 1,500.00 0.730 36,500.00 S) 16 TEMPORARY RAILING (TYPE K) M 50.0000 145,500.00 195.200 9,760.00 2,694.900 134,745.00 17 TEMPORARY CRASH CUSHION MODULE EA 430.0000 77,400.00 11.000 4,730.00 303.000 130,290.00 S) 18 ABANDON CULVERT EA 2,500.0000 45,000.00 -1.000 -2,500.00 40.000 100,000.00 19 ABANDON BOX CULVERT EA 7,000.0000 21,000.00 1.000 7,000.00 3.000 21,000.00 20 REMOVE FENCE M 4.5000 46,800.00 11,275.540 50,739.93 21 REMOVE TRAFFIC STRIPE M 2.5000 14,725.00 4,573.750 11,434.38 S) 22 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 5,720.00 252.700 5,559.40 S) PROGRAM CAS145 PAGE 2 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:23 AM ESTIMATE NO. 27 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 5.0000 455.00 1,501.000 7,505.00 S) 24 REMOVE ROADSIDE SIGN EA 150.0000 7,650.00 21.000 3,150.00 25 REMOVE ROADSIDE SIGN PANEL EA 150.0000 300.00 2.000 300.00 26 REMOVE ASPHALT CONCRETE DIKE M 15.0000 16,800.00 65.500 982.50 939.720 14,095.80 27 REMOVE DRAINAGE FACILITY EA 500.0000 6,500.00 11.000 5,500.00 14.000 7,000.00 28 REMOVE INLET EA 500.0000 2,500.00 1.000 500.00 8.000 4,000.00 29 REMOVE DOWNDRAIN EA 500.0000 6,500.00 7.000 3,500.00 15.000 7,500.00 30 RECONSTRUCT METAL BEAM GUARD RAILING M 70.0000 50,400.00 87.680 6,137.60 152.680 10,687.60 31 RESET ROADSIDE SIGN EA 100.0000 1,600.00 5.000 500.00 32 RELOCATE MAILBOX EA 150.0000 1,350.00 18.000 2,700.00 33 RELOCATE ROADSIDE SIGN EA 125.0000 625.00 4.500 562.50 34 ADJUST LOOP DETECTOR HANDHOLE TO GRADE EA 300.0000 2,100.00 0.000 0.00 35 MODIFY INLET EA 1,700.0000 1,700.00 1.000 1,700.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 32.0000 173,440.00 7,602.890 243,292.48 S) 37 REMOVE CONCRETE M3 100.0000 2,300.00 11.240 1,124.00 20.800 2,080.00 38 CLEAN BRIDGE DECK M2 4.0000 3,388.00 1,460.000 5,840.00 39 BRIDGE REMOVAL (PORTION) LS 25,000.0000 25,000.00 1.000 25,000.00 40 CLEARING AND GRUBBING LS 360,000.0000 360,000.00 1.000 360,000.00 41 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.010 450.00 0.872 39,240.00 42 ROADWAY EXCAVATION M3 6.1000 7,869,000.00 34,000.000 207,400.00 1,179,736.000 7,196,389.60 43 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 79,800.00 494.000 14,820.00 2,660.000 79,800.00 F) 44 STRUCTURE EXCAVATION (TYPE D) M3 250.0000 410,000.00 1,640.000 410,000.00 F) 45 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 6,750.00 457.000 6,855.00 46 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 157,625.00 1,779.200 115,648.00 F) 47 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 48,600.00 810.000 48,600.00 48 PERVIOUS BACKFILL MATERIAL (RETAINING M3 80.0000 5,840.00 145.300 11,624.00 WALL) 49 DITCH EXCAVATION M3 7.5000 153,750.00 119.700 897.75 11,517.100 86,378.25 PROGRAM CAS145 PAGE 3 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:23 AM ESTIMATE NO. 27 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED BORROW M3 12.0000 2,664,000.00 0.000 0.00 51 IMPORTED MATERIAL (SHOULDER BACKING) TONN 75.0000 11,250.00 177.120 13,284.00 177.120 13,284.00 52 HIGHWAY PLANTING LS 175,000.0000 175,000.00 0.028 4,900.00 S) 53 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.100 1,000.00 54 DUFF HA 4,000.0000 220,000.00 0.691 2,764.00 S) 55 STRAW (EROSION CONTROL) TONN 385.0000 53,900.00 101.700 39,154.50 S) 56 FIBER (EROSION CONTROL) KG 0.4000 7,480.00 21,255.090 8,502.04 S) 57 COMPOST (EROSION CONTROL) KG 0.3000 18,090.00 106,283.700 31,885.11 S) 58 ROCK COLORIZATION M2 8.0000 212,800.00 0.000 0.00 S) 59 PURE LIVE SEED (EROSION CONTROL) KG 71.0000 28,400.00 739.242 52,486.18 S) 60 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 2,660.00 8,919.820 6,243.87 S) 61 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 3,000.00 3,268.920 3,268.92 S) 62 PLANT ESTABLISHMENT WORK LS 150,000.0000 150,000.00 0.000 0.00 S) 63 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 0.134 53,600.00 0.193 77,200.00 S) 64 WATER METER (LOCATION A) EA 32,500.0000 32,500.00 1.000 32,500.00 S) 65 WATER METER (LOCATION B) EA 16,500.0000 16,500.00 1.000 16,500.00 S) 66 WATER METER (LOCATION C) EA 32,500.0000 32,500.00 1.000 32,500.00 S) 67 WATER METER (LOCATION D) EA 16,500.0000 16,500.00 1.000 16,500.00 S) 68 WATER METER (LOCATION E) EA 16,500.0000 16,500.00 1.000 16,500.00 S) 69 WATER METER (LOCATION F) EA 16,500.0000 16,500.00 1.000 16,500.00 S) 70 WATER METER (AT BOOSTER PUMP) EA 6,500.0000 6,500.00 1.000 6,500.00 S) 71 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.000 0.00 72 CLASS 2 AGGREGATE BASE M3 55.0000 2,354,000.00 8,458.790 465,233.45 34,915.560 1,920,355.80 73 ASPHALT TREATED PERMEABLE BASE M3 97.0000 439,410.00 1,854.190 179,856.43 2,402.630 233,055.11 74 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 39,000.00 521.200 156,360.00 75 ASPHALT CONCRETE TONN 65.0000 3,666,000.00 5,352.930 347,940.45 39,296.083 2,554,245.40 76 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 87.0000 1,052,700.00 12,011.770 1,045,023.99 PROGRAM CAS145 PAGE 4 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:23 AM ESTIMATE NO. 27 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 42,750.00 139.720 3,493.00 397.159 9,928.98 AREA) 78 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 7,520.00 1,235.200 4,940.80 3,146.600 12,586.40 79 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 2,200.00 41.450 165.80 163.650 654.60 80 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 35,520.00 1,332.810 5,331.24 4,199.510 16,798.04 81 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 3,920.00 247.500 990.00 613.000 2,452.00 82 ASPHALTIC EMULSION (PAINT BINDER) TONN 310.0000 37,200.00 2.150 666.50 56.632 17,555.92 83 FURNISH STEEL PILING (HP 250 X 85) M 55.0000 21,285.00 379.600 20,878.00 84 DRIVE STEEL PILE (HP 250 X 85) EA 1,800.0000 75,600.00 42.000 75,600.00 S) 85 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 314.0000 669,134.00 1,879.331 590,109.93 S) PILING 86 PRESTRESSING CAST-IN-PLACE CONCRETE LS 320,000.0000 320,000.00 0.103 32,960.00 0.387 123,840.00 S) 87 TIEDOWN ANCHOR EA 3,200.0000 51,200.00 16.000 51,200.00 S) 88 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 399,300.00 98.700 29,610.00 1,331.000 399,300.00 F) 89 STRUCTURAL CONCRETE, BRIDGE M3 570.0000 3,638,310.00 3,201.050 1,824,598.50 F) 90 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 148,050.00 329.000 148,050.00 F) 91 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 8,000.00 10.000 8,000.00 F) (TYPE EQ) 92 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 243,200.00 143.000 114,400.00 F) (TYPE N) 93 CLASS 4 CONCRETE (BACKFILL) M3 225.0000 3,150.00 110.340 24,826.50 F) 94 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 1,200.0000 190,800.00 91.500 109,800.00 F) 95 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 100,800.00 18.782 22,538.40 71.840 86,208.00 F) 96 DRILL AND BOND DOWEL M 150.0000 1,050.00 7.000 1,050.00 97 CLEAN EXPANSION JOINT M 100.0000 4,700.00 46.560 4,656.00 46.560 4,656.00 98 PTFE BEARING EA 4,500.0000 27,000.00 6.000 27,000.00 S) 99 JOINT SEAL (TYPE AL) M 150.0000 1,350.00 8.700 1,305.00 S) 00 JOINT SEAL (MR 30 MM) M 105.0000 1,470.00 14.000 1,470.00 S) 01 JOINT SEAL (MR 15 MM) M 110.0000 5,170.00 49.760 5,473.60 49.760 5,473.60 S) 02 JOINT SEAL ASSEMBLY (MR 70 MM) M 650.0000 28,600.00 0.000 0.00 S) 03 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 40,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:23 AM ESTIMATE NO. 27 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL (MR 40 MM) M 170.0000 2,890.00 17.000 2,890.00 S) 05 JOINT SEAL (MR 50 MM) M 220.0000 6,160.00 28.000 6,160.00 S) 06 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 1,430,632.00 94,194.000 131,871.60 738,019.000 1,033,226.60 SF) 07 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 29,102.00 14,551.000 29,102.00 SF) 08 TREAT BRIDGE DECK M2 4.0000 3,388.00 1,467.000 5,868.00 F) 09 FURNISH BRIDGE DECK TREATMENT MATERIAL L 40.0000 13,560.00 608.000 24,320.00 10 ROADSIDE SIGN - ONE POST EA 190.0000 26,600.00 44.000 8,360.00 11 ROADSIDE SIGN - TWO POST EA 250.0000 4,000.00 4.000 1,000.00 12 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 250.00 0.000 0.00 METHOD) 13 INSTALL ROADSIDE SIGN PANEL ON EA 50.0000 100.00 0.000 0.00 EXISTING POST 14 INSTALL ROADSIDE SIGN EA 1,600.0000 12,800.00 0.000 0.00 (LAMINATED WOOD BOX POST) 15 2250 MM ALTERNATIVE PIPE CULVERT M 1,800.0000 16,200.00 9.100 16,380.00 S) 16 200 MM ALTERNATIVE PIPE CULVERT M 150.0000 9,450.00 0.000 0.00 17 300 MM ALTERNATIVE PIPE CULVERT M 210.0000 16,380.00 165.400 34,734.00 18 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 256,800.00 192.900 46,296.00 1,226.560 294,374.40 19 600 MM ALTERNATIVE PIPE CULVERT M 280.0000 364,000.00 6.100 1,708.00 1,370.800 383,824.00 20 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 23,700.00 102.900 30,870.00 21 900 MM ALTERNATIVE PIPE CULVERT M 330.0000 115,500.00 358.100 118,173.00 22 1050 MM ALTERNATIVE PIPE CULVERT M 750.0000 11,250.00 14.930 11,197.50 23 1200 MM ALTERNATIVE PIPE CULVERT M 800.0000 69,600.00 128.260 102,608.00 24 1350 MM ALTERNATIVE PIPE CULVERT M 900.0000 29,700.00 39.000 35,100.00 25 1800 MM ALTERNATIVE PIPE CULVERT M 1,350.0000 202,500.00 150.700 203,445.00 (TYPE A) 26 1800 MM ALTERNATIVE PIPE CULVERT M 900.0000 27,900.00 0.000 0.00 (TYPE B) 27 2100 MM ALTERNATIVE PIPE CULVERT M 950.0000 180,500.00 200.000 190,000.00 28 2400 MM ALTERNATIVE PIPE CULVERT M 1,500.0000 84,000.00 0.000 0.00 29 200 MM CORRUGATED STEEL PIPE M 150.0000 78,000.00 67.200 10,080.00 449.262 67,389.30 (1.63 MM THICK) 30 300 MM SLOTTED CORRUGATED STEEL PIPE M 225.0000 4,500.00 0.000 0.00 (1.63 MM THICK) PROGRAM CAS145 PAGE 6 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:23 AM ESTIMATE NO. 27 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 150 MM NON-PERFORMATED STEEL PIPE M 120.0000 2,160.00 24.000 2,880.00 UNDERDRAIN 32 100 MM NON-PERFORATED PLASTIC PIPE M 105.0000 2,625.00 0.000 0.00 UNDERDRAIN 33 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 174,800.00 2,708.100 54,162.00 4,365.700 87,314.00 34 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 38.0000 79,420.00 490.900 18,654.20 931.810 35,408.78 35 ROCK DRAIN EA 5,300.0000 5,300.00 1.000 5,300.00 36 300 MM ALTERNATIVE PIPE UNDERDRAIN M 150.0000 67,500.00 691.400 103,710.00 37 300 MM ALTERNATIVE PIPE DOWNDRAIN M 180.0000 151,200.00 141.400 25,452.00 708.300 127,494.00 38 450 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 17,400.00 14.000 2,800.00 165.400 33,080.00 39 300 MM CORRUGATED STEEL PIPE RISER M 375.0000 6,000.00 14.100 5,287.50 (2.01 MM THICK) 40 2100 MM ALTERNATIVE FLARED END SECTION EA 3,000.0000 3,000.00 1.000 3,000.00 41 300 MM ALTERNATIVE FLARED END SECTION EA 280.0000 14,840.00 13.000 3,640.00 52.000 14,560.00 42 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 10,200.00 2.000 600.00 44.000 13,200.00 43 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 10,850.00 29.000 10,150.00 44 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 3,000.00 1.000 500.00 4.000 2,000.00 45 900 MM ALTERNATIVE FLARED END SECTION EA 600.0000 4,800.00 13.000 7,800.00 46 1050 MM ALTERNATIVE FLARED END SECTION EA 900.0000 3,600.00 2.000 1,800.00 47 1200 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000.00 48 1350 MM ALTERNATIVE FLARED END SECTION EA 1,350.0000 2,700.00 2.000 2,700.00 49 1800 MM ALTERNATIVE FLARED END SECTION EA 2,200.0000 2,200.00 1.000 2,200.00 50 900 MM ALTERNATIVE PIPE INLET M 1,800.0000 106,200.00 2.250 4,050.00 58.070 104,526.00 51 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 30.0000 231,900.00 497.200 14,916.00 4,576.430 137,292.90 52 SLOPE PAVING (CONCRETE) M3 550.0000 49,500.00 0.000 0.00 F) 53 ROCK SLOPE PROTECTION FABRIC M2 2.0000 49,200.00 2,727.400 5,454.80 17,036.730 34,073.46 54 MINOR CONCRETE (CURB AND SIDEWALK) M3 800.0000 46,400.00 18.070 14,456.00 55 MINOR CONCRETE (GUTTER) M3 300.0000 2,100.00 6.600 1,980.00 56 MISCELLANEOUS IRON AND STEEL KG 2.0000 36,336.00 638.000 1,276.00 8,079.000 16,158.00 SF) 57 MISCELLANEOUS METAL (BRIDGE) KG 9.0000 38,430.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 7 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:23 AM ESTIMATE NO. 27 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 WELL DEVELOPMENT LS 3,500.0000 3,500.00 1.000 3,500.00 59 TESTING WELL HR 330.0000 2,640.00 30.000 9,900.00 60 DRILLING AND ENCASING WELL M 400.0000 18,400.00 137.200 54,880.00 61 WELL PUMP SYSTEM LS 5,700.0000 5,700.00 1.000 5,700.00 62 FENCE (TYPE WM, METAL POST) M 16.0000 83,520.00 2,420.000 38,720.00 S) 63 FENCE TYPE WM (DEER FENCE) M 28.0000 79,240.00 1,793.000 50,204.00 S) 64 CHAIN LINK FENCE (TYPE CL-1.2) M 35.0000 3,045.00 83.000 2,905.00 S) 65 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 39,550.00 0.000 0.00 S) 66 ONE WAY DEER GATE EA 2,800.0000 11,200.00 0.000 0.00 S) 67 DELINEATOR (CLASS 1) EA 30.0000 14,100.00 57.000 1,710.00 68 METAL BEAM GUARD RAILING M 48.0000 111,840.00 1,152.760 55,332.48 S) 69 CONCRETE BARRIER (TYPE 25) M 140.0000 157,640.00 304.000 42,560.00 F) 70 CONCRETE BARRIER (TYPE 25B MODIFIED) M 300.0000 7,500.00 25.000 7,500.00 F) 71 CONCRETE BARRIER (TYPE 25R) M 1,000.0000 2,000.00 2.000 2,000.00 F) 72 TERMINAL SYSTEM (TYPE ET) EA 3,700.0000 3,700.00 1.000 3,700.00 4.000 14,800.00 S) 73 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 100,000.00 3.000 6,000.00 22.000 44,000.00 S) 74 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 525.0000 5,775.00 1.000 525.00 4.000 2,100.00 S) 75 QUADGUARD CRASH CUSHION EA 18,000.0000 18,000.00 0.000 0.00 S) 76 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 67,500.00 262.580 13,129.00 674.680 33,734.00 S) 77 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 38,100.00 325.700 195.42 29,766.100 17,859.66 S) (SPRAYABLE) 78 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,080.00 0.000 0.00 S) 79 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 22,360.00 1,765.000 7,060.00 2,616.000 10,464.00 S) 80 SIGNAL AND LIGHTING (LOCATION 1) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 81 SIGNAL AND LIGHTING (LOCATION 2) LS 70,000.0000 70,000.00 0.210 14,700.00 S) 82 SIGNAL AND LIGHTING (LOCATION 3) LS 70,000.0000 70,000.00 0.090 6,300.00 0.520 36,400.00 S) 83 SIGNAL AND LIGHTING (LOCATION 4) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 84 SIGNAL AND LIGHTING (LOCATION 5) LS 70,000.0000 70,000.00 1.000 70,000.00 S) PROGRAM CAS145 PAGE 8 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:23 AM ESTIMATE NO. 27 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 0.260 18,200.00 S) SERVICE (IRRIGATION) (LOCATION 6) 86 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 1.000 70,000.00 S) SERVICE (IRRIGATION) (LOCATION 7) 87 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 0.557 38,990.00 S) SERVICE (IRRIGATION) (LOCATION 8) 88 LIGHTING (LOCATION 9) LS 10,000.0000 10,000.00 0.000 0.00 S) 89 LIGHTING (LOCATION 10) LS 20,000.0000 20,000.00 0.600 12,000.00 S) 90 LIGHTING AND ELECTRICAL SERVICE LS 30,000.0000 30,000.00 0.733 21,990.00 S) (IRRIGATION) (LOCATION 11) 91 LIGHTING AND ELECTRICAL SERVICE LS 25,000.0000 25,000.00 0.440 11,000.00 S) (IRRIGATION) (LOCATION 12) 92 LIGHTING AND ELECTRICAL SERVICE LS 25,000.0000 25,000.00 0.000 0.00 S) (IRRIGATION) (LOCATION 13) 93 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,100.0000 33,600.00 2.000 4,200.00 2.000 4,200.00 S) 94 ELECTRICAL SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.700 3,500.00 0.700 3,500.00 S) (LOCATION 14) 95 ELECTRICAL SERVICE (IRRIGATION) LS 7,000.0000 7,000.00 0.000 0.00 S) (LOCATION 15) 96 ELECTRICAL SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.460 9,200.00 S) (LOCATION 16) 97 ELECTRICAL SERVICE (IRRIGATION) LS 6,000.0000 6,000.00 0.050 300.00 1.000 6,000.00 S) (LOCATION 17) 98 BOOSTER PUMP ELECTRICAL SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) 99 BOOSTER PUMP SYSTEM EA 21,000.0000 21,000.00 0.000 0.00 S) 00 TRAFFIC MONITORING STATION AND LS 30,000.0000 30,000.00 0.000 0.00 S) ELECTRICAL SERVICE (IRRIGATION) 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 SPECIAL CLEARING AND GRUBBING HA 20,000.0000 40,000.00 1.410 28,200.00 03 IMPORTED BORROW (SELECT MATERIAL) M3 30.0000 621,000.00 0.000 0.00 04 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 05 MOVE IN OR MOVE OUT (EROSION CONTROL) EA 700.0000 4,200.00 4.000 2,800.00 PROGRAM CAS145 PAGE 9 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:23 AM ESTIMATE NO. 27 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,856,761.28 24,701,599.50 ADJUSTMENT OF COMPENSATION 11,584.17 813,390.42 EXTRA WORK 302,071.86 2,920,792.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,170,417.31 28,435,782.05 06 MOBILIZATION LS 3900,000.0000 3,900,000.00 1.000 3,900,000.00 ORIGINAL CONTRACT AMOUNT 39,395,365.00 TOTAL WORK COMPLETED 2,170,417.31 32,335,782.05 MATERIALS ON HAND ON SITE 286,662.79 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,858.38 TOTAL 2,170,417.31 32,614,586.46 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 07/07/01 1230 07/20/01 07/20/01 07/25/07 307 231 35 0 78% 60% PROGRESS IS SATISFACTORY MARQUEZ, PAMELA J. RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 09/23/03