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 08/09/01 EST. NO.27 TIME 10:46 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 0668 1,670.33 E.W. @ F.A.(+) 011701 N 1719.1 0668-1 -1,670.33 011701 N 1719.1 DAO CORRECTING ENTRY 0668-2 1,670.33 011701 N 1719.1 DAO CORRECTING ENTRY 0691 222.96 060801 N 1773.0 0691-1 -222.96 060801 N 1773.0 DAO CORRECTING ENTRY 0691-2 222.96 060801 N 1773.0 DAO CORRECTING ENTRY 0692 190.80 060701 N 1771.0 0692-1 -190.80 060701 N 1771.0 DAO CORRECTING ENTRY 0692-2 190.80 060701 N 1771.0 DAO CORRECTING ENTRY 0693 179.56 060601 N 1782.0 0693-1 -179.56 060601 N 1782.0 DAO CORRECTING ENTRY 0693-2 179.56 060601 N 1782.0 DAO CORRECTING ENTRY 0694 173.61 060601 N 1781.0 0694-1 -173.61 060601 N 1781.0 DAO CORRECTING ENTRY 0694-2 173.61 060601 N 1781.0 DAO CORRECTING ENTRY 0695 204.97 060601 N 1776.0 0695-1 -204.97 060601 N 1776.0 DAO CORRECTING ENTRY 0695-2 204.97 060601 N 1776.0 DAO CORRECTING ENTRY 0696 160.81 060501 N 1783.0 0696-1 -160.81 060501 N 1783.0 DAO CORRECTING ENTRY 0696-2 160.81 060501 N 1783.0 DAO CORRECTING ENTRY 0697 179.56 060501 N 1784.0 0697-1 -179.56 060501 N 1784.0 DAO CORRECTING ENTRY 0697-2 179.56 060501 N 1784.0 DAO CORRECTING ENTRY 0699 190.55 060401 N 1777.0 0699-1 -190.55 060401 N 1777.0 DAO CORRECTING ENTRY 0699-2 190.55 060401 N 1777.0 DAO CORRECTING ENTRY 0700 179.56 060401 N 1778.0 0700-1 -179.56 060401 N 1778.0 DAO CORRECTING ENTRY 0700-2 179.56 060401 N 1778.0 DAO CORRECTING ENTRY 0701 608.42 060401 N 1728.0 0701-1 -608.42 060401 N 1728.0 DAO CORRECTING ENTRY 0701-2 608.42 060401 N 1728.0 DAO CORRECTING ENTRY 0702 179.56 060101 N 1731.0 0702-1 -179.56 060101 N 1731.0 DAO CORRECTING ENTRY 0702-2 179.56 060101 N 1731.0 DAO CORRECTING ENTRY 0703 175.40 060101 N 1730.0 0703-1 -175.40 060101 N 1730.0 DAO CORRECTING ENTRY 0703-2 175.40 060101 N 1730.0 DAO CORRECTING ENTRY 0704 183.98 052401 N 1800.0 0704-1 -183.98 052401 N 1800.0 DAO CORRECTING ENTRY 0704-2 183.98 052401 N 1800.0 DAO CORRECTING ENTRY 0705 149.94 052201 N 1737.0 0705-1 -149.94 052201 N 1737.0 DAO CORRECTING ENTRY 0705-2 149.94 052201 N 1737.0 DAO CORRECTING ENTRY 0706 239.60 052201 N 1707.0 0706-1 -239.60 052201 N 1707.0 DAO CORRECTING ENTRY 0706-2 239.60 052201 N 1707.0 DAO CORRECTING ENTRY 0707 270.53 052101 N 1712.0 0707-1 -270.53 052101 N 1712.0 DAO CORRECTING ENTRY 0707-2 270.53 052101 N 1712.0 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 08/09/01 EST. NO.27 TIME 10:46 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 --------------------------------------------------------------------------- 0708 272.89 050801 N 1686.0 0708-1 -272.89 050801 N 1686.0 DAO CORRECTING ENTRY 0708-2 272.89 050801 N 1686.0 DAO CORRECTING ENTRY 0709 145.69 022301 N 1422.0 0709-1 -145.69 022301 N 1422.0 DAO CORRECTING ENTRY 0709-2 145.69 022301 N 1422.0 DAO CORRECTING ENTRY 0710 172.19 022301 N 1421.0 0710-1 -172.19 022301 N 1421.0 DAO CORRECTING ENTRY 0710-2 172.19 022301 N 1421.0 DAO CORRECTING ENTRY 0711 145.69 022201 N 1416.0 0711-1 -145.69 022201 N 1416.0 DAO CORRECTING ENTRY 0711-2 145.69 022201 N 1416.0 DAO CORRECTING ENTRY 0712 158.99 022201 N 1415.0 0712-1 -158.99 022201 N 1415.0 DAO CORRECTING ENTRY 0712-2 158.99 022201 N 1415.0 DAO CORRECTING ENTRY 0715 126.26 111400 N 1148.0 0715-1 -126.26 111400 N 1148.0 DAO CORRECTING ENTRY 0715-2 126.26 111400 N 1148.0 DAO CORRECTING ENTRY 0716 191.96 062901 N 1887.0 0716-1 -191.96 062901 N 1887.0 DAO CORRECTING ENTRY 0716-2 191.96 062901 N 1887.0 DAO CORRECTING ENTRY 0717 187.51 062601 N 1892.0 0717-1 -187.51 062601 N 1892.0 DAO CORRECTING ENTRY 0717-2 187.51 062601 N 1892.0 DAO CORRECTING ENTRY 0718 146.95 062501 N 1902.0 0718-1 -146.95 062501 N 1902.0 DAO CORRECTING ENTRY 0718-2 146.95 062501 N 1902.0 DAO CORRECTING ENTRY 0719 160.81 062501 N 1901.0 0719-1 -160.81 062501 N 1901.0 DAO CORRECTING ENTRY 0719-2 160.81 062501 N 1901.0 DAO CORRECTING ENTRY 0720 205.22 062501 N 1894.0 0720-1 -205.22 062501 N 1894.0 DAO CORRECTING ENTRY 0720-2 205.22 062501 N 1894.0 DAO CORRECTING ENTRY 0721 62.98 061101 N 1804.0 0721-1 -62.98 061101 N 1804.0 DAO CORRECTING ENTRY 0721-2 62.98 061101 N 1804.0 DAO CORRECTING ENTRY 0722 160.81 061101 N 1814.0 0722-1 -160.81 061101 N 1814.0 DAO CORRECTING ENTRY 0722-2 160.81 061101 N 1814.0 DAO CORRECTING ENTRY 0723 179.56 061101 N 1815.0 0723-1 -179.56 061101 N 1815.0 DAO CORRECTING ENTRY 0723-2 179.56 061101 N 1815.0 DAO CORRECTING ENTRY 0725 373.15 051101 N 1680.0 0725-1 -373.15 051101 N 1680.0 DAO CORRECTING ENTRY 0725-2 373.15 051101 N 1680.0 DAO CORRECTING ENTRY 0726 125.95 051001 N 1689.0 0726-1 -125.95 051001 N 1689.0 DAO CORRECTING ENTRY 0726-2 125.95 051001 N 1689.0 DAO CORRECTING ENTRY 0727 169.80 042501 N 1550.0 0727-1 -169.80 042501 N 1550.0 DAO CORRECTING ENTRY 0727-2 169.80 042501 N 1550.0 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. 3 DATE 08/09/01 EST. NO.27 TIME 10:46 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 --------------------------------------------------------------------------- 0728 253.77 042301 N 1552.0 0728-1 -253.77 042301 N 1552.0 DAO CORRECTING ENTRY 0728-2 253.77 042301 N 1552.0 DAO CORRECTING ENTRY 0729 421.70 041801 N 1523.0 0729-1 -421.70 041801 N 1523.0 DAO CORRECTING ENTRY 0729-2 421.70 041801 N 1523.0 DAO CORRECTING ENTRY 0730 360.34 121499 N 771.00 0730-1 -360.34 121499 N 771.00 DAO CORRECTING ENTRY 0730-2 360.34 121499 N 771.00 DAO CORRECTING ENTRY 0731 205.22 060701 N 1772.0 0731-1 -205.22 060701 N 1772.0 DAO CORRECTING ENTRY 0731-2 205.22 060701 N 1772.0 DAO CORRECTING ENTRY 0732 224.83 052901 N 1732.0 0732-1 -224.83 052901 N 1732.0 DAO CORRECTING ENTRY 0732-2 224.83 052901 N 1732.0 DAO CORRECTING ENTRY 0733 559.00 052501 N 1724.0 0733-1 -559.00 052501 N 1724.0 DAO CORRECTING ENTRY 0733-2 559.00 052501 N 1724.0 DAO CORRECTING ENTRY 0734 661.89 052301 N 1727.0 0734-1 -661.89 052301 N 1727.0 DAO CORRECTING ENTRY 0734-2 661.89 052301 N 1727.0 DAO CORRECTING ENTRY 0735 196.01 052101 N 1708.0 0735-1 -196.01 052101 N 1708.0 DAO CORRECTING ENTRY 0735-2 196.01 052101 N 1708.0 DAO CORRECTING ENTRY 0736 82.57 051801 N 1662.0 0736-1 -82.57 051801 N 1662.0 DAO CORRECTING ENTRY 0736-2 82.57 051801 N 1662.0 DAO CORRECTING ENTRY 0737 207.54 051601 N 1677.0 0737-1 -207.54 051601 N 1677.0 DAO CORRECTING ENTRY 0737-2 207.54 051601 N 1677.0 DAO CORRECTING ENTRY 0738 233.22 051501 N 1666.0 0738-1 -233.22 051501 N 1666.0 DAO CORRECTING ENTRY 0738-2 233.22 051501 N 1666.0 DAO CORRECTING ENTRY 0739 645.66 051501 N 1674.0 0739-1 -645.66 051501 N 1674.0 DAO CORRECTING ENTRY 0739-2 645.66 051501 N 1674.0 DAO CORRECTING ENTRY 0740 726.72 051401 N 1668.0 0740-1 -726.72 051401 N 1668.0 DAO CORRECTING ENTRY 0740-2 726.72 051401 N 1668.0 DAO CORRECTING ENTRY 0741 111.53 050801 N 1687.0 0741-1 -111.53 050801 N 1687.0 DAO CORRECTING ENTRY 0741-2 111.53 050801 N 1687.0 DAO CORRECTING ENTRY 0742 563.92 060101 N 1729.0 0742-1 -563.92 060101 N 1729.0 DAO CORRECTING ENTRY 0742-2 563.92 060101 N 1729.0 DAO CORRECTING ENTRY 0743 289.87 042301 N 1726.0 0743-1 -289.87 042301 N 1726.0 DAO CORRECTING ENTRY 0743-2 289.87 042301 N 1726.0 DAO CORRECTING ENTRY 0744 146.95 062601 N 1891.0 0744-1 -146.95 062601 N 1891.0 DAO CORRECTING ENTRY 0744-2 146.95 062601 N 1891.0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 08/09/01 EST. NO.27 TIME 10:46 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 --------------------------------------------------------------------------- 0745 173.61 062601 N 1890.0 0745-1 -173.61 062601 N 1890.0 DAO CORRECTING ENTRY 0745-2 173.61 062601 N 1890.0 DAO CORRECTING ENTRY 0746 169.80 061901 N 1799.0 0746-1 -169.80 061901 N 1799.0 DAO CORRECTING ENTRY 0746-2 169.80 061901 N 1799.0 DAO CORRECTING ENTRY 0747 169.80 061401 N 1798.0 0747-1 -169.80 061401 N 1798.0 DAO CORRECTING ENTRY 0747-2 169.80 061401 N 1798.0 DAO CORRECTING ENTRY 0748 169.80 062201 N 1898.0 0748-1 -169.80 062201 N 1898.0 DAO CORRECTING ENTRY 0748-2 169.80 062201 N 1898.0 DAO CORRECTING ENTRY 0749 379.72 062101 N 1903.0 008 0037 979.73 E.W. @ F.A.(+) 082399 N 1327.0 037 0062 5,266.30 E.W. @ L.S.(+) 021201 N 1367.0 0066 525.24 E.W. @ F.A.(+) 051101 N 1830.0 0067 327.89 051801 N 1929.0 047 0024 2,651.47 E.W. @ F.A.(+) 041301 N 1652.0 074 0013-1 -506.18 E.W. @ F.A.(+) 041901 N 1540.0 DAO CORRECTING ENTRY 0013-2 506.18 041901 N 1540.0 DAO CORRECTING ENTRY 091 0063 172.50 E.W. @ F.A.(+) 071300 N 1650.0 0064 1,828.50 080100 N 1647.0 097 0027-1 -434.17 E.W. @ F.A.(+) 052901 N 1748.0 DAO CORRECTING ENTRY 0027-2 431.93 052901 N 1748.0 DAO CORRECTING ENTRY 0032 1,484.98 050301 N 1607.0 0037 197.44 052201 N 1753.0 0040 380.34 042401 N 1718.0 119 0012 1,388.05 E.W. @ F.A.(+) 042701 N 1566.0 0026-1 -281.99 050901 N 3 0 DAO CORRECTING ENTRY 0026-2 281.99 050901 N 3 0 DAO CORRECTING ENTRY 0042 338.10 061901 N 9 0 128 0001 137.40 E.W. @ F.A.(+) 061901 N 1855.0 0002 137.40 061501 N 1853.0 0004 274.83 062101 N 1915.0 0005 137.40 061801 N 1913.0 0006 274.83 062901 N 1886.0 0007 2,888.27 062501 N 1917.0 0008 3,208.22 062901 N 1885.0 0009 3,009.14 061501 N 1908.0 0010 2,152.68 062701 N 1918.0 133 0001 583.64 E.W. @ F.A.(+) 061401 N 1857.0 0002 898.11 061301 N 1858.0 0004 379.57 062001 N 1859.0 136 0004 6,416.45 E.W. @ F.A.(+) 010501 N 1411.0 145 0004 779.10 E.W. @ F.A.(+) 012401 N 1360.0 148 0003 380.87 E.W. @ L.S.(+) 072301 N NA 0 153 0013 5,849.97 E.W. @ F.A.(+) 052101 N 1928.0 161 0001 686.55 E.W. @ F.A.(+) 051501 N 1673.0 0002 33.57 051401 N 1669.0 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 08/09/01 EST. NO.27 TIME 10:46 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 --------------------------------------------------------------------------- 58,866.32 TOTAL THIS ESTIMATE 1,476,358.38 TOTAL PREVIOUS ESTIMATE 1,535,224.70 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 08/09/01 EST. NO.27 TIME 10:46 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 O/S PRS JUNE -10,000.00 26 PRS RECD MAY 10,000.00 26 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -13,751.91 PROGRAM CAS145 PAGE 1 DATE 08/09/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 10:46 AM ESTIMATE NO. 27 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 07/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 08/09/01 LOCATION SUPPLEMENTAL 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 0.710 202,350.00 006 CONSTRUCTION AREA SIGNS LS 36,300.0000 36,300.00 0.734 26,644.20 007 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.658 105,280.00 008 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 6,664.380 133,287.60 016 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 44.000 28,600.00 019 ABANDON PIPELINE EA 300.0000 27,900.00 68.000 20,400.00 020 REMOVE CHAIN LINK FENCE M 18.0000 52,920.00 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 08/09/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 10:46 AM ESTIMATE NO. 27 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 07/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 08/09/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,940.030 34,580.21 032 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 3032,000.00 368,288.700 2,946,309.60 047 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 341,875.00 12,661.560 316,539.00 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 227,050.00 7,016.700 175,417.50 (F) 049 STRUCTURE BACKFILL (BRIDGE) M3 55.0000 487,300.00 5,606.660 308,366.30 (F) PROGRAM CAS145 PAGE 3 DATE 08/09/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 10:46 AM ESTIMATE NO. 27 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 07/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 08/09/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,553.260 360,429.30 (F) 051 SAND BACKFILL M3 75.0000 4,500.00 76.320 5,724.00 052 DITCH EXCAVATION M3 40.0000 39,600.00 555.600 22,224.00 053 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 (S) 056 IMPORTED TOPSOIL M3 80.0000 3,120.00 0.000 0.00 057 TOPSOIL M3 20.0000 40,200.00 1,681.410 33,628.20 058 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 0.025 17,875.00 (S) 061 WATER METER EA 1,800.0000 10,800.00 3.870 6,966.00 (S) 062 250 MM CORRUGATED HIGH DENSITY M 160.0000 88,000.00 288.300 46,128.00 (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 22,138.000 553,450.00 065 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 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 1,241.500 7,449.00 070 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.0000 33,600.00 371.160 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 08/09/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 10:46 AM ESTIMATE NO. 27 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 07/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 08/09/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.473 993,300.00 (S) 080 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 1135,800.00 3,506.810 1,052,043.00 (F) 081 STRUCTURAL CONCRETE, BRIDGE M3 399.0000 16881,690.00 25,553.160 195,710.84 (F) 082 PRECAST ELEMENT RETAINING WALL M2 500.0000 952,500.00 613.240 306,620.00 (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 2,164.500 779,220.00 (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 395,000.00 279.175 279,175.00 (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 1,102.400 82,680.00 (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 08/09/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 10:46 AM ESTIMATE NO. 27 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 07/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 08/09/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,227,823.200 5,227,823.20 (SF) 106 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 229,320.00 146,627.100 175,952.52 (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 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 1,292.890 258,578.00 122 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 102,900.00 226.800 47,628.00 123 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 217,800.00 744.700 245,751.00 126 750 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 08/09/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 10:46 AM ESTIMATE NO. 27 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 07/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 08/09/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 1.000 300.00 141 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 5,600.00 7.000 2,800.00 142 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 54.500 12,535.00 149 CONNECTIONS TO EXISTING WATER SYSTEM EA 2,000.0000 22,000.00 14.000 28,000.00 (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 61,000.00 925.870 92,587.00 (S) MAIN 155 200 MM DUCTILE IRON WATER PIPE M 260.0000 4,160.00 15.700 4,082.00 (S) 156 250 MM POLYVINYL CHLORIDE WATER M 110.0000 61,600.00 550.800 60,588.00 (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 08/09/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 10:46 AM ESTIMATE NO. 27 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 07/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 08/09/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 40,500.00 373.090 100,734.30 (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 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 1,450.705 217,605.75 (S) 165 250 MM PVC SDR 35 M 230.0000 211,600.00 719.802 165,554.46 (S) 166 SEWER TERMINAL CLEANOUT EA 350.0000 2,100.00 5.000 1,750.00 (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 25.000 18,250.00 (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 236,000.00 102.070 40,828.00 175 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,600.00 0.000 0.00 176 MINOR CONCRETE (MISCELLANEOUS M3 270.0000 251,100.00 753.270 203,382.90 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 6,420.000 57,780.00 (SF)(RESTRAINER - CABLE TYPE) 182 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 182,100.00 18,384.760 110,308.56 (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 1,303.240 49,523.12 (S) PROGRAM CAS145 PAGE 8 DATE 08/09/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 10:46 AM ESTIMATE NO. 27 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 07/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 08/09/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,538.540 169,239.40 (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 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 30,350.00 500.300 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 08/09/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 10:46 AM ESTIMATE NO. 27 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 07/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 08/09/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 131,250.00 (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 1,016.100 14,225.40 (SF) 221 TRAFFIC MONITORING STATION LS 41,000.0000 41,000.00 0.080 3,280.00 (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 0.040 2,320.00 (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 9.000 24,300.00 (S) PROGRAM CAS145 PAGE 10 DATE 08/09/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 10:46 AM ESTIMATE NO. 27 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 07/20/01 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 08/09/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 32,819,582.25 ADJUSTMENT OF COMPENSATION 0.00 203,157.34 EXTRA WORK 58,866.32 1,332,067.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 58,866.32 34,354,806.95 228 MOBILIZATION LS 6000,000.0000 6000,000.00 1.000 6,000,000.00 ORIGINAL CONTRACT AMOUNT 62,309,296.00 TOTAL WORK COMPLETED 58,866.32 40,354,806.95 MATERIALS ON HAND ON SITE 1,706,416.73 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -13,751.91 TOTAL 58,866.32 42,047,471.77 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 01/13/03 484 25 0 0 62% 57% PROGRESS IS SATISFACTORY MORGAN, BILL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/09/01