PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/25/01 EST. NO.25 TIME 09:29 AM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- 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 0493-1 -258.85 E.W. @ F.A.(+) 111300 N 1137 0 DAO CORRECTING ENTRY 0493-2 258.08 111300 N 1137 0 DAO CORRECTING ENTRY 0573-1 -159.13 031601 N 1443 0 DAO CORRECTING ENTRY 0573-2 215.99 031601 N 1443 0 DAO CORRECTING ENTRY 0624 448.03 041201 N 1535.0 0626-1 -226.51 040601 N 1528 0 DAO CORRECTING ENTRY 0626-2 169.80 040601 N 1528 0 DAO CORRECTING ENTRY 0645 254.86 043001 N 1581.0 0646 421.70 050201 N 1578.0 0647 646.44 041601 N 1533.0 0648 421.70 050101 N 1579.0 0649 253.31 050301 N 1576.0 0650 136.44 050101 N 1580.0 0651 102.61 050901 N 1685.0 0652 21.23 050801 N 1684.0 0653 67.33 011701 N 1721.0 0658 190.55 053101 N 1735.0 0659 179.56 053101 N 1736.0 0660 140.09 053001 N 1733.0 0661 153.91 053001 N 1734.0 0662 295.96 052401 N 1725.0 0663 41.98 050701 N 1577.0 0665 171.31 051001 N 1688.0 0666 56.86 100300 N 992.00 0667 311.49 051601 N 1660.0 0669 1,054.47 011801 N 1423 0 002 0048 137.40 E.W. @ F.A.(+) 052101 N 1710.0 0049 37.99 052101 N 1709.0 004 0083-1 -437.14 E.W. @ F.A.(+) 091800 N 943 0 DAO CORRECTING ENTRY 0083-2 433.28 091800 N 943 0 DAO CORRECTING ENTRY 0096 174.52 022101 N 1543.0 0097 822.99 012401 N 1345.0 0098 755.21 012301 N 1344.0 0099 469.94 043001 N 1586.0 0100 164.33 050201 N 1588.0 0101 436.06 050801 N 1591.0 0102 431.63 050701 N 1590.0 0103 398.82 050401 N 1589.0 0105 770.71 050201 N 1584.0 008 0030 162.28 E.W. @ F.A.(+) 050301 N 1595.0 0031 195.14 050201 N 1594.0 0032 63.74 080599 N 1596.0 0033 1,760.00 042601 N 1656.0 014 0048 237.00 E.W. @ F.A.(+) 040601 N 1536.0 025 0014 1,012.70 E.W. @ F.A.(+) 091300 N 1639.0 0015 394.16 082500 N 998.00 0016 468.03 052300 N 487.00 0017 469.07 031201 N 1635.0 0018 54.40 031401 N 1456.0 037 0039 362.07 E.W. @ F.A.(+) 050101 N 1601.0 042 0020-1 -570.09 E.W. @ F.A.(+) 041801 N 1559.0 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. 2 DATE 06/25/01 EST. NO.25 TIME 09:29 AM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0020-2 430.88 041801 N 1559.0 DAO CORRECTING ENTRY 043 0006 3,220.00 E.W. @ F.A.(+) 081500 N 852.00 053 0008 2,881.31 E.W. @ F.A.(+) 011001 N 1484 0 0009 1,790.37 050801 N 1604.0 0010 3,273.90 050401 N 1605.0 079 0007 -16,552.18 A.C. @ U.P.(-) 061901 N NA 0 091 0001-3 -3,552.10 E.W. @ F.A.(+) 070600 N 729 0 DAO CORRECTING ENTRY 0001-4 3,643.19 070600 N 729 0 DAO CORRECTING ENTRY 0002-3 -5,446.32 070700 N 743 0 DAO CORRECTING ENTRY 0002-4 6,352.25 070700 N 743 0 DAO CORRECTING ENTRY 0053 236.76 081800 N 1004.0 0054 1,553.42 071800 N 1643.0 0055 609.43 071700 N 1645.0 0056 276.51 080800 N 1646.0 0057 1,215.69 071200 N 1644.0 092 0031 929.67 E.W. @ F.A.(+) 021401 N 1765.0 097 0001-1 -254.42 E.W. @ F.A.(+) 042701 N 1563.0 DAO CORRECTING ENTRY 0001-2 244.07 042701 N 1563.0 DAO CORRECTING ENTRY 0002-1 -520.86 042501 N 1564.0 DAO CORRECTING ENTRY 0002-2 455.92 042501 N 1564.0 DAO CORRECTING ENTRY 0002-3 -455.92 042501 N 1564.0 DAO CORRECTING ENTRY 0002-4 445.57 042501 N 1564.0 DAO CORRECTING ENTRY 0003-1 -280.15 042601 N 1565.0 DAO CORRECTING ENTRY 0003-2 273.92 042601 N 1565.0 DAO CORRECTING ENTRY 0003-3 -273.92 042601 N 1565.0 DAO CORRECTING ENTRY 0003-4 263.57 042601 N 1565.0 DAO CORRECTING ENTRY 0004-1 -984.34 042301 N 1610.0 DAO CORRECTING ENTRY 0004-2 922.24 042301 N 1610.0 DAO CORRECTING ENTRY 0006 771.61 051101 N 1678.0 0007 294.40 051601 N 1751.0 0008 879.33 051001 N 1682.0 0009 588.36 051401 N 1670.0 0010 1,108.68 050101 N 1606.0 0011 716.74 052201 N 1700.0 0012 36.15 052201 N 1702.0 0013 213.95 052201 N 1701.0 0014 528.74 A.C. @ L.S.(+) 062001 N --- 0 101 0006-1 -372.06 E.W. @ F.A.(+) 081800 N 858 0 DAO CORRECTING ENTRY 0006-2 370.52 081800 N 858 0 DAO CORRECTING ENTRY 112 0009 257.41 E.W. @ F.A.(+) 011701 N 1633.0 0010 223.46 011601 N 1634.0 119 0001 131.32 E.W. @ F.A.(+) 110900 N 1122.0 0002 424.04 032201 N 1476.0 0003 410.43 050901 N 1691.0 0004 376.66 051801 N 0005 0 0005 1,982.36 050701 N 1713.0 0006 2,354.31 110200 N 1132.0 0007 2,463.23 103100 N 1133.0 0008 1,067.29 051101 N 1672.0 0009 983.18 050801 N 4 0 0010 1,322.87 051501 N 1642.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 06/25/01 EST. NO.25 TIME 09:29 AM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0011 1,045.40 042601 N 1567.0 130 0002 2,338.81 E.W. @ L.S.(+) 062001 N NA1 0 141 0003 111.13 E.W. @ F.A.(+) 011601 N 1304.0 0017 1,572.30 050201 N 1624 0 0018 1,634.25 050701 N 1623.0 0019 333.41 050801 N 1695.0 0020 2,533.57 050401 N 1763.0 0021 361.05 012501 N 1792.0 0022 1,879.41 051601 N 1664.0 0023 654.40 051501 N 1675.0 153 0002 1,363.99 E.W. @ F.A.(+) 052401 N 1757.0 0003 206.12 052401 N 1758.0 0004 206.12 052201 N 1704.0 0005 2,613.89 052201 N 1703.0 0006 1,025.60 051801 N 1657.0 0007 276.13 051701 N 1659.0 0008 68.70 051401 N 1697.0 0009 2,661.49 051401 N 1696.0 0010 1,901.21 051701 N 1658.0 158 0001 224.11 E.W. @ F.A.(+) 041601 N 1545.0 0002 123.33 041701 N 1544.0 55,539.31 TOTAL THIS ESTIMATE 1,233,908.88 TOTAL PREVIOUS ESTIMATE 1,289,448.19 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/25/01 EST. NO.25 TIME 09:29 AM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-SPEC CONCRETE -352.30 04 OUT-OF-SPEC CONCRETE -259.55 04 OUT-OF-SPEC CONCRETE -1,800.00 06 OUT-OF-SPEC CONCRETE -1,340.06 07 0.00 -3,751.91 LABOR COMPLIANCE VIOLATION O/S PRS SEPT -10,000.00 04 O/S PRS OCT -10,000.00 05 PRTL PRS RECD SEPT 9,000.00 05 PRS RECD SEPT 1,000.00 07 PRS RECD OCT 10,000.00 07 O/S PRS JAN -10,000.00 08 O/S PRS FEB -10,000.00 09 PRS RECD JAN 10,000.00 09 O/S PRS MARCH -10,000.00 10 PRS RECD FEB 10,000.00 11 PRTL PRS RECD MARCH 5,000.00 11 O/S PRS MAY -10,000.00 12 O/S PRS JUNE -10,000.00 13 PRTL PRS RECD MARCH 4,000.00 13 O/S PRS JULY -10,000.00 14 PRS RECD MARCH 1,000.00 14 O/S PRS AUGUST -10,000.00 15 O/S PRS SEPT -10,000.00 16 PRS RECD MAY 10,000.00 16 PRS RECD JUNE 10,000.00 16 O/S PRS OCT -10,000.00 17 PRS RECD JULY 10,000.00 17 O/S PRS NOV -10,000.00 19 PRS RECD AUG 10,000.00 19 PRS RECD SEPT 10,000.00 19 O/S PRS DEC -10,000.00 20 PRTL PRS RECD OCT 5,000.00 20 PRTL PRS RECD NOV 5,000.00 20 O/S PRS JAN -10,000.00 21 PRS RECD NOV 5,000.00 21 PRS RECD JAN 10,000.00 22 PRS RECD DEC 10,000.00 23 O/S PRS APRIL -10,000.00 24 O/S PRS MAY -10,000.00 25 PRS RECD OCT 5,000.00 25 PRS RECD APRIL 10,000.00 25 5,000.00 -10,000.00 TOTAL DEDUCTIONS 5,000.00 -13,751.91 PROGRAM CAS145 PAGE 1 DATE 06/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:29 AM ESTIMATE NO. 25 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 06/25/01 LOCATION RERUN PROGRESS ESTIMATE 11-SD-125-13.7/L14.0 ----------------------- FCI CONSTRUCTORS IN SAN DIEGO COUNTY IN AND NR LEMON 12707 HIGH BLUFF DR, STE 135 GROVE AND LA MESA ON RTE 125 FROM SAN DIEGO,CA 92130 TROY ST TO 0.3 KM E OF PANORAMA DR UC AND ON RTE 94 FROM 0.2 KM W OF GROVE ST OC TO 0.2 E CAMPO RD UC FED. AID NO. ACNH-X073(43)E CONSTRUCT FREEWAY AND INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.750 11,250.00 002 TEMPORARY FENCE (TYPE CL-1.8) M 16.0000 5,440.00 564.291 9,028.66 (S) 003 4.9 TEMPORARY GATE (TYPE CL-1.8) EA 500.0000 2,500.00 1.000 500.00 (S) 004 PREPARE STORM WATER POLLUTION PREVENTION LS 500.0000 500.00 0.750 375.00 PLAN 005 WATER POLLUTION CONTROL LS 285,000.0000 285,000.00 0.010 2,850.00 0.700 199,500.00 006 CONSTRUCTION AREA SIGNS LS 36,300.0000 36,300.00 0.010 363.00 0.724 26,281.20 007 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.021 3,360.00 0.638 102,080.00 008 TYPE III BARRICADE EA 100.0000 8,900.00 55.000 5,500.00 009 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 480.00 168.900 3,378.00 (S) 010 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 14,400.00 25,538.000 15,322.80 (S) 011 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 300.00 81.000 2,430.00 (LEFT IN PLACE) 012 TRAFFIC PLASTIC DRUM EA 60.0000 13,200.00 84.000 5,040.00 013 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 15,000.00 3.000 3,000.00 014 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 100,000.00 5.000 100,000.00 015 TEMPORARY RAILING (TYPE K) M 20.0000 224,000.00 6,615.100 132,302.00 016 TEMPORARY CRASH CUSHION MODULE EA 250.0000 40,000.00 130.000 32,500.00 017 ABANDON CULVERT EA 21,000.0000 21,000.00 2.000 42,000.00 018 ABANDON MANHOLE EA 650.0000 28,600.00 35.000 22,750.00 019 ABANDON PIPELINE EA 300.0000 27,900.00 68.000 20,400.00 020 REMOVE CHAIN LINK FENCE M 18.0000 52,920.00 99.012 1,782.22 3,754.942 67,588.96 021 REMOVE BARRICADE EA 10.0000 410.00 0.000 0.00 022 REMOVE METAL BEAM GUARD RAILING M 16.0000 21,120.00 947.450 15,159.20 PROGRAM CAS145 PAGE 2 DATE 06/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:29 AM ESTIMATE NO. 25 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 06/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE TRAFFIC STRIPE M 2.0000 23,000.00 2,756.700 5,513.40 024 REMOVE CHANNELIZERS EA 20.0000 2,200.00 0.000 0.00 025 REMOVE ROADSIDE SIGN EA 21.0000 2,310.00 20.000 420.00 026 REMOVE SIGN STRUCTURE EA 3,000.0000 30,000.00 3.000 9,000.00 027 REMOVE CURB M 13.0000 4,680.00 0.000 0.00 028 REMOVE RETAINING WALL LS 6,000.0000 6,000.00 1.000 6,000.00 029 REMOVE SHED LS 3,000.0000 3,000.00 1.000 3,000.00 030 REMOVE CONCRETE PAVEMENT M3 35.0000 8,050.00 0.000 0.00 031 REMOVE BASE AND SURFACING M3 7.0000 51,800.00 2,020.130 14,140.91 032 RECONSTRUCT FENCE (PORTION) LS 6,000.0000 6,000.00 0.000 0.00 033 RECONSTRUCT SIGN STRUCTURE EA 3,000.0000 3,000.00 0.000 0.00 034 RELOCATE HYDRANT EA 300.0000 2,100.00 2.000 600.00 (S) 035 SALVAGE FIRE HYDRANT ASSEMBLY EA 90.0000 450.00 3.000 270.00 (S) 036 RELOCATE ROADSIDE SIGN EA 280.0000 3,080.00 2.000 560.00 037 ADJUST MANHOLE TO GRADE EA 400.0000 400.00 1.000 400.00 038 REMODEL MANHOLE EA 800.0000 4,000.00 3.000 2,400.00 (S) 039 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 49,400.00 117.800 235.60 (S) (45 MM MAXIMUM) 040 REMOVE CONCRETE BARRIER M 7.0000 2,380.00 251.000 1,757.00 041 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 2,100.00 0.000 0.00 042 REMOVE CONCRETE BARRIER (TYPE 50) M 40.0000 23,200.00 436.000 17,440.00 043 PLUG CULVERT EA 250.0000 1,000.00 3.000 750.00 044 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 045 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.810 24,300.00 046 ROADWAY EXCAVATION M3 8.0000 3032,000.00 47,507.000 380,056.00 368,288.700 2,946,309.60 047 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 341,875.00 71.760 1,794.00 12,661.560 316,539.00 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 227,050.00 332.000 8,300.00 7,016.700 175,417.50 (F) 049 STRUCTURE BACKFILL (BRIDGE) M3 55.0000 487,300.00 825.500 45,402.50 5,606.660 308,366.30 (F) PROGRAM CAS145 PAGE 3 DATE 06/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:29 AM ESTIMATE NO. 25 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 06/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 512,160.00 6,362.260 349,924.30 (F) 051 SAND BACKFILL M3 75.0000 4,500.00 76.320 5,724.00 052 DITCH EXCAVATION M3 40.0000 39,600.00 0.000 0.00 053 EARTH RETAINING STRUCTURE M2 450.0000 875,250.00 871.090 391,990.50 (SF) 054 IMPORTED BORROW M3 0.0100 1,690.00 24,180.000 241.80 055 HIGHWAY PLANTING LS 750,000.0000 750,000.00 0.007 5,250.00 0.007 5,250.00 (S) 056 IMPORTED TOPSOIL M3 80.0000 3,120.00 0.000 0.00 057 TOPSOIL M3 20.0000 40,200.00 840.000 16,800.00 1,657.900 33,158.00 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 059 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.000 0.00 (S) 060 IRRIGATION SYSTEM LS 715,000.0000 715,000.00 0.003 2,145.00 0.011 7,865.00 (S) 061 WATER METER EA 1,800.0000 10,800.00 3.870 6,966.00 3.870 6,966.00 (S) 062 250 MM CORRUGATED HIGH DENSITY M 160.0000 88,000.00 177.900 28,464.00 241.700 38,672.00 (S) POLYETHYLENE PIPE CONDUIT 063 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.050 1,000.00 064 CLASS 2 AGGREGATE BASE M3 25.0000 1245,000.00 2,231.390 55,784.75 15,076.000 376,900.00 065 ASPHALT TREATED PERMEABLE BASE M3 40.0000 86,000.00 0.000 0.00 066 SLURRY SEAL TONN 1,000.0000 1,000.00 0.000 0.00 067 ASPHALT CONCRETE TONN 41.0000 1558,000.00 42.380 1,737.58 7,472.046 306,353.89 068 ASPHALT CONCRETE BASE (TYPE A) TONN 53.0000 70,490.00 0.000 0.00 069 PLACE ASPHALT CONCRETE DIKE M 6.0000 34,500.00 268.500 1,611.00 1,241.500 7,449.00 070 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.0000 33,600.00 52.400 838.40 371.160 5,938.56 AREA) 071 ASPHALTIC EMULSION TONN 350.0000 3,150.00 0.380 133.00 (FOG SEAL COAT AND PAINT BINDER) 072 CONCRETE PAVEMENT M3 140.0000 819,000.00 0.000 0.00 073 SEAL PAVEMENT JOINT M 6.0000 29,820.00 0.000 0.00 074 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 181,100.00 1,027.150 102,715.00 (S) PILING 075 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 90.0000 232,110.00 2,578.475 232,062.75 (S) PILING 076 2.80 M CAST-IN-DRILLED-HOLE CONCRETE M 2,360.0000 77,880.00 32.900 77,644.00 (S) PILING PROGRAM CAS145 PAGE 4 DATE 06/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:29 AM ESTIMATE NO. 25 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 06/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 3.05 M CAST-IN-DRILLED-HOLE CONCRETE M 3,200.0000 262,400.00 82.000 262,400.00 (S) PILING 078 3.40 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 2055,900.00 622.800 2,055,240.00 (S) PILING 079 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2100,000.0000 2100,000.00 0.028 58,800.00 0.473 993,300.00 (S) 080 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 1135,800.00 655.860 196,758.00 3,506.810 1,052,043.00 (F) 081 STRUCTURAL CONCRETE, BRIDGE M3 399.0000 16881,690.00 1,727.240 689,168.76 24,413.670 9,741,054.33 (F) 082 PRECAST ELEMENT RETAINING WALL M2 500.0000 952,500.00 128.340 64,170.00 239.940 119,970.00 (F) 083 STRUCTURAL CONCRETE, APPROACH SLAB M3 465.0000 233,430.00 109.750 51,033.75 (F) (TYPE N) 084 CLASS 1 CONCRETE (RETAINING WALL) M3 360.0000 1008,720.00 52.870 19,033.20 2,120.970 763,549.20 (F) 085 MINOR CONCRETE (CONCRETE STEPS) M3 2,500.0000 2,500.00 0.000 0.00 (F) 086 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 395,000.00 7.398 7,398.00 259.509 259,509.00 (F) 087 MINOR CONCRETE (BACKFILL) M3 100.0000 3,700.00 33.790 3,379.00 088 ARCHITECTURAL TREATMENT M2 75.0000 204,150.00 1,084.300 81,322.50 (F) 089 PORTLAND CEMENT PLASTER M2 19.0000 34,713.00 1,400.000 26,600.00 (SF) 090 APPLY ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 106,070.00 0.000 0.00 (F) 091 FRACTURED RIB TEXTURE M2 100.0000 34,000.00 206.000 20,600.00 (F) 092 DRY STACK TEXTURE M2 100.0000 1,500.00 0.000 0.00 (F) 093 DRILL AND BOND DOWEL M 18.0000 846.00 135.600 2,440.80 094 RETAINING WALL (MASONRY WALL) M2 160.0000 6,560.00 0.000 0.00 (F) 095 CORE GROUTED MASONRY (125 MM) M 50.0000 700.00 1.600 80.00 (S) 096 SOUND WALL (MASONRY BLOCK) M2 180.0000 898,380.00 2,558.360 460,504.80 (SF) 097 SOUND WALL (TRANSPARENT PANEL) M2 300.0000 119,100.00 327.800 98,340.00 (SF) 098 PTFE BEARING EA 4,000.0000 272,000.00 33.000 132,000.00 (S) 099 JOINT SEAL (TYPE B - MR 50 MM) M 200.0000 8,000.00 0.000 0.00 (S) 100 JOINT SEAL ASSEMBLY (MR 80 MM) M 340.0000 13,260.00 0.000 0.00 (S) 101 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,300.0000 172,900.00 0.000 0.00 (S) 102 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,700.0000 147,900.00 0.000 0.00 (S) 103 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,200.0000 85,800.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 06/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:29 AM ESTIMATE NO. 25 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 06/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 3,100.0000 58,900.00 0.000 0.00 (S) 105 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 7549,700.00 308,063.000 308,063.00 5,138,667.000 5,138,667.00 (SF) 106 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 229,320.00 2,942.000 3,530.40 145,426.100 174,511.32 (SF) 107 ISOLATION CASING KG 9.0000 90,720.00 9,878.000 88,902.00 (SF) 108 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 4.2500 21,845.00 0.000 0.00 (F) 109 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.7000 3,598.00 0.000 0.00 (SF) 110 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 435,400.00 0.000 0.00 (F) 111 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 54,425.00 0.000 0.00 (SF) 112 760 MM CAST-IN-DRILLED-HOLE M 900.0000 89,100.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 113 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 29,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 114 METAL (RAIL MOUNTED SIGN) KG 17.0000 17,340.00 0.000 0.00 (F) 115 ROADSIDE SIGN - ONE POST EA 225.0000 11,025.00 8.000 1,800.00 11.000 2,475.00 116 ROADSIDE SIGN - TWO POST EA 835.0000 9,185.00 0.000 0.00 117 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 1,445.00 0.000 0.00 METHOD) 118 INSTALL SIGN OVERLAY M2 30.0000 480.00 0.000 0.00 119 INSTALL ROADSIDE SIGN EA 1,560.0000 6,240.00 0.000 0.00 (LAMINATED WOOD BOX POST) 120 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 800.00 0.000 0.00 121 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 584,000.00 67.500 13,500.00 1,227.500 245,500.00 122 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 102,900.00 210.000 44,100.00 123 1050 MM ALTERNATIVE PIPE CULVERT M 270.0000 24,300.00 91.000 24,570.00 124 1200 MM ALTERNATIVE PIPE CULVERT M 420.0000 151,200.00 358.000 150,360.00 125 600 MM REINFORCED CONCRETE PIPE M 330.0000 217,800.00 8.700 2,871.00 744.700 245,751.00 126 750 MM REINFORCED CONCRETE PIPE M 460.0000 299,000.00 603.000 277,380.00 127 375 MM REINFORCED CONCRETE PIPE M 300.0000 9,300.00 0.000 0.00 CASING (CLASS III) 128 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,650.0000 87,450.00 54.000 89,100.00 (S) (CLASS V) 129 JACKED 1200 MM REINFORCED CONCRETE PIPE M 3,100.0000 310,000.00 101.000 313,100.00 (S) (CLASS V) 130 720 MM X 460 MM REINFORCED CONCRETE M 310.0000 34,100.00 0.000 0.00 ARCH PROGRAM CAS145 PAGE 6 DATE 06/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:29 AM ESTIMATE NO. 25 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 06/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 1200 MM BITUMINOUS COATED CORRUGATED M 400.0000 14,000.00 32.000 12,800.00 STEEL PIPE (2.77 MM THICK) 132 450 MM BITUMINOUS COATED SLOTTED M 270.0000 45,900.00 54.000 14,580.00 CORRUGATED STEEL PIPE (1.63 MM THICK) 133 80 MM PLASTIC PIPE (EDGE DRAIN) M 27.0000 44,550.00 230.000 6,210.00 134 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 60.0000 7,200.00 36.000 2,160.00 135 900 MM BITUMINOUS COATED CORRUGATED M 430.0000 18,920.00 3.800 1,634.00 27.700 11,911.00 STEEL PIPE INLET (2.77 MM THICK) 136 600 MM BITUMINOUS COATED CORRUGATED M 320.0000 8,000.00 0.000 0.00 STEEL PIPE RISER (2.77 MM THICK) 137 500 MM WELDED STEEL PIPE CASING M 520.0000 62,400.00 60.630 31,527.60 (S) (TRENCHED) 138 500 MM WELDED STEEL PIPE CASING M 2,200.0000 193,600.00 69.370 152,614.00 (S) (JACKED-BORED) 139 500 MM WELDED STEEL PIPE CASING M 2,100.0000 170,100.00 0.000 0.00 (S) (JACKED) 140 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 300.00 0.000 0.00 141 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 5,600.00 3.000 1,200.00 142 1050 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 2,000.00 1.000 1,000.00 143 1200 MM ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 0.000 0.00 144 150 MM GATE VALVE EA 650.0000 3,900.00 6.000 3,900.00 (S) 145 200 MM GATE VALVE EA 800.0000 7,200.00 11.000 8,800.00 (S) 146 250 MM GATE VALVE EA 1,100.0000 5,500.00 4.000 4,400.00 (S) 147 300 MM GATE VALVE EA 1,200.0000 7,200.00 5.000 6,000.00 (S) 148 900 MM REINFORCED CONCRETE PIPE RISER M 230.0000 8,280.00 2.600 598.00 54.500 12,535.00 149 CONNECTIONS TO EXISTING WATER SYSTEM EA 2,000.0000 22,000.00 2.000 4,000.00 9.000 18,000.00 (S) 150 50 MM BLOW-OFF ASSEMBLY EA 1,200.0000 4,800.00 2.000 2,400.00 (S) 151 150 MM POLYVINYL CHLORIDE WATER MAIN M 170.0000 35,700.00 179.020 30,433.40 (S) 152 150 MM DUCTILE IRON PIPE M 200.0000 6,200.00 0.000 0.00 (S) (IN REINFORCED CONCRETE PIPE CASING) 153 150 MM DUCTILE IRON WATER PIPE M 510.0000 3,570.00 0.000 0.00 (S) 154 200 MM POLYVINYL CHLORIDE WATER M 100.0000 61,000.00 916.370 91,637.00 (S) MAIN 155 200 MM DUCTILE IRON WATER PIPE M 260.0000 4,160.00 5.600 1,456.00 (S) 156 250 MM POLYVINYL CHLORIDE WATER M 110.0000 61,600.00 554.350 60,978.50 (S) MAIN 157 250 MM DUCTILE IRON WATER PIPE M 250.0000 13,750.00 34.900 8,725.00 (S) PROGRAM CAS145 PAGE 7 DATE 06/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:29 AM ESTIMATE NO. 25 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 06/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 300 MM POLYVINYL CHLORIDE WATER MAIN M 270.0000 40,500.00 29.710 8,021.70 373.090 100,734.30 (S) 159 300 MM DUCTILE IRON WATER PIPE M 560.0000 27,440.00 8.900 4,984.00 (S) 160 300 MM DUCTILE IRON WATER PIPE M 180.0000 23,400.00 0.000 0.00 (S) (IN STEEL CASING) 161 WATER LATERAL EA 1,500.0000 30,000.00 4.000 6,000.00 22.000 33,000.00 (S) 162 100 MM VITRIFIED CLAY PIPE M 100.0000 1,500.00 0.000 0.00 (S) EXTRA STRENGTH 163 200 MM VITRIFIED CLAY PIPE M 160.0000 83,200.00 531.220 84,995.20 (S) EXTRA STRENGTH 164 200 MM PVC SDR 35 M 150.0000 226,500.00 1,434.295 215,144.25 (S) 165 250 MM PVC SDR 35 M 230.0000 211,600.00 790.192 181,744.16 (S) 166 SEWER TERMINAL CLEANOUT EA 350.0000 2,100.00 4.000 1,400.00 (S) 167 CONCRETE SEWER MANHOLE EA 3,200.0000 169,600.00 52.000 166,400.00 (S) 168 SEWER LATERAL EA 730.0000 31,390.00 19.000 13,870.00 (S) 169 CONCRETE CAP OVER SEWER M3 500.0000 20,000.00 40.000 20,000.00 (S) 170 MINOR CONCRETE (PIPE ENCASEMENT) M3 170.0000 40,800.00 90.370 15,362.90 (S) 171 TELEVISE SEWER LS 22,000.0000 22,000.00 0.250 5,500.00 (S) 172 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 22.0000 10,120.00 0.000 0.00 173 ROCK SLOPE PROTECTION M3 28.0000 896.00 0.000 0.00 (FACING, METHOD B) 174 CONCRETE (CHANNEL LINING) M3 400.0000 236,000.00 0.000 0.00 175 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,600.00 0.000 0.00 176 MINOR CONCRETE (MISCELLANEOUS M3 270.0000 251,100.00 183.500 49,545.00 753.270 203,382.90 CONSTRUCTION) 177 MINOR CONCRETE (GUTTER) M3 375.0000 27,000.00 36.900 13,837.50 (F) 178 MINOR CONCRETE (COLORED) M2 35.0000 48,300.00 0.000 0.00 179 MINOR CONCRETE (TEXTURED PAVING) M2 85.0000 24,650.00 0.000 0.00 180 MISCELLANEOUS IRON AND STEEL KG 2.0000 35,814.00 3,508.000 7,016.00 (F) 181 MISCELLANEOUS METAL KG 9.0000 138,060.00 845.000 7,605.00 6,420.000 57,780.00 (SF)(RESTRAINER - CABLE TYPE) 182 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 182,100.00 1,187.350 7,124.10 17,792.760 106,756.56 (SF) 183 CHAIN LINK FENCE (TYPE CL-1.2, M 45.0000 5,400.00 0.000 0.00 (S) VINYL-CLAD) 184 CHAIN LINK FENCE (TYPE CL-1.8) M 38.0000 261,820.00 778.040 29,565.52 1,303.240 49,523.12 (S) PROGRAM CAS145 PAGE 8 DATE 06/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:29 AM ESTIMATE NO. 25 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 06/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 3,000.00 0.000 0.00 (S) 186 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 6,300.00 0.000 0.00 (S) 187 DELINEATOR (CLASS 1) EA 40.0000 6,000.00 0.000 0.00 188 OBJECT MARKER EA 90.0000 990.00 0.000 0.00 189 METAL BEAM GUARD RAILING (WOOD POST) M 82.0000 60,680.00 211.860 17,372.52 (S) 190 PEDESTRIAN PROTECTIVE RAILING M 700.0000 2,100.00 0.000 0.00 (SF) 191 CONCRETE BARRIER (TYPE 25) M 110.0000 749,210.00 1,248.740 137,361.40 1,522.740 167,501.40 (F) 192 CONCRETE BARRIER (TYPE 25B) M 170.0000 487,900.00 0.000 0.00 193 CONCRETE BARRIER (TYPE 27B) M 170.0000 28,900.00 -23.000 -3,910.00 0.000 0.00 194 CONCRETE BARRIER (TYPE 50) M 145.0000 13,485.00 0.000 0.00 195 CONCRETE BARRIER (TYPE 50C) M 150.0000 45,000.00 0.000 0.00 196 CONCRETE BARRIER (TYPE 50D) M 100.0000 8,000.00 0.000 0.00 197 CONCRETE BARRIER (TYPE 50E) M 370.0000 99,900.00 0.000 0.00 198 CABLE RAILING M 25.0000 30,350.00 50.400 1,260.00 500.300 12,507.50 (SF) 199 REMOVABLE BARRIER POST EA 550.0000 1,100.00 0.000 0.00 (S) 200 CABLE ANCHOR ASSEMBLY EA 600.0000 600.00 0.000 0.00 (S) 201 CABLE ANCHOR ASSEMBLY EA 500.0000 9,000.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) 202 TERMINAL SECTION (TYPE B) EA 100.0000 500.00 0.000 0.00 (S) 203 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 77,000.00 2.000 4,400.00 (S) 204 RETURN SECTION EA 110.0000 110.00 0.000 0.00 (S) 205 CRASH CUSHION, SAND FILLED EA 7,200.0000 7,200.00 0.000 0.00 (S) 206 CRASH CUSHION (QUADGUARD) EA 30,500.0000 152,500.00 0.000 0.00 (S) 207 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 10,260.00 0.000 0.00 (S) 208 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 13,280.00 0.000 0.00 (S) 209 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 4,064.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 210 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.5000 363.00 0.000 0.00 (S) (BROKEN 1.83 M - 0.31 M) 211 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 851.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 9 DATE 06/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:29 AM ESTIMATE NO. 25 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 06/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 12,920.00 1,534.000 613.60 (S) 213 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 13,680.00 2,292.000 2,750.40 (S) 214 PAVEMENT MARKER (REFLECTIVE) EA 3.4000 20,706.00 1,022.000 3,474.80 (S) 215 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.000 0.00 (S) 216 SIGNAL AND LIGHTING (LOCATION 2) LS 12,000.0000 12,000.00 0.000 0.00 (S) 217 LIGHTING AND SIGN ILLUMINATION LS 525,000.0000 525,000.00 0.030 15,750.00 0.160 84,000.00 (S) 218 IRRIGATION CONTROLLER ENCLOSURE EA 4,000.0000 12,000.00 0.000 0.00 (S) CABINET (SINGLE) 219 IRRIGATION CONTROLLER ENCLOSURE EA 6,000.0000 18,000.00 0.000 0.00 (S) CABINET (DOUBLE) 220 COMMUNICATION CONDUIT (BRIDGE) M 14.0000 20,720.00 319.000 4,466.00 831.100 11,635.40 (SF) 221 TRAFFIC MONITORING STATION LS 41,000.0000 41,000.00 0.020 820.00 0.060 2,460.00 (S) 222 RAMP METERING SYSTEM (LOCATION 1) LS 48,000.0000 48,000.00 0.000 0.00 (S) 223 RAMP METERING SYSTEM (LOCATION 2) LS 26,000.0000 26,000.00 0.000 0.00 (S) 224 RAMP METERING SYSTEM (LOCATION 3) LS 58,000.0000 58,000.00 0.000 0.00 (S) 225 RAMP METERING SYSTEM (LOCATION 4) LS 58,000.0000 58,000.00 0.000 0.00 (S) 226 REMOVE RAMP METERING SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 (S) (LOCATION 5) 227 150 MM FIRE HYDRANT ASSEMBLY EA 2,700.0000 29,700.00 1.000 2,700.00 9.000 24,300.00 (S) PROGRAM CAS145 PAGE 10 DATE 06/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:29 AM ESTIMATE NO. 25 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 06/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,201,137.53 31,668,289.64 ADJUSTMENT OF COMPENSATION -16,023.44 167,218.12 EXTRA WORK 71,562.75 1,122,230.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,256,676.84 32,957,737.83 228 MOBILIZATION LS 6000,000.0000 6000,000.00 1.000 6,000,000.00 ORIGINAL CONTRACT AMOUNT 62,309,296.00 TOTAL WORK COMPLETED 2,256,676.84 38,957,737.83 MATERIALS ON HAND ON SITE 1,629,693.32 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -13,751.91 TOTAL 2,261,676.84 40,573,679.24 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 06/25/99 1100 07/12/99 07/12/99 01/13/03 463 25 0 0 60% 54% PROGRESS IS SATISFACTORY MORGAN, BILL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/25/01