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 03/25/04 EST. NO.28 TIME 11:06 AM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- 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 0486 534.59 E.W. @ F.A.(+) 111703 N 1886.0 002 0022 375.00 E.W. @ F.A.(+) 120303 N 2070.0 0023 2,262.50 011304 N 2081.0 006 0831 346.23 E.W. @ F.A.(+) 122203 N 1940.0 0833 286.15 010504 N 2019.0 0834 173.11 010604 N 2020.0 0835 173.11 010704 N 2022.0 0836 173.11 010804 N 2024.0 0837 173.11 010904 N 2027.0 0838 173.11 123003 N 2015.0 0839 259.67 112503 N 1904.0 0840 150.07 112603 N 1909.0 0841 346.23 120103 N 1920.0 0842 346.23 120203 N 1921.0 0843 346.23 120303 N 1925.0 0844 346.23 120403 N 1926.0 0845 173.11 120403 N 1927.0 0846 173.11 112503 N 1903.0 0847 173.11 120503 N 1928.0 0848 346.23 120503 N 1929.0 0849 150.07 120103 N 1934.0 0850 173.11 122403 N 1936.0 0851 173.11 122403 N 1937.0 0852 173.11 122303 N 1945.0 0853 323.18 100803 N 1952.0 0854 150.07 100703 N 1954.0 0855 323.18 100903 N 1957.0 0856 173.11 121203 N 1964.0 0857 362.10 121203 N 1965.0 0858 173.11 121003 N 1969.0 0859 173.11 121103 N 1971.0 0860 346.23 121003 N 1972.0 0861 173.11 120903 N 1974.0 0862 173.11 120903 N 1975.0 0863 173.11 120803 N 1977.0 0864 346.23 121903 N 1985.0 0865 346.23 121603 N 1990.0 0866 346.23 121503 N 1992.0 0867 448.50 121503 N 1994.0 0868 173.11 123103 N 2012.0 0869 346.23 100303 N 1727.0 0870 1,345.50 102503 N 1735.0 0871 173.11 090903 N 1832.0 0872 323.18 091503 N 1835.0 0873 323.18 092203 N 1838.0 0874 323.18 090803 N 1856.0 0875 323.18 091203 N 1859.0 0876 323.18 091803 N 1860.0 0877 323.18 091003 N 1862.0 0878 323.18 091103 N 1863.0 0879 323.18 091603 N 1867.0 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 03/25/04 EST. NO.28 TIME 11:06 AM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0880 323.18 091703 N 1870.0 0881 173.11 091903 N 1872.0 0882 150.07 091903 N 1875.0 0883 150.07 102803 N 1877.0 0884 150.07 102003 N 1878.0 0885 323.18 100603 N 1879.0 0886 150.07 102203 N 1880.0 0887 150.07 102103 N 1881.0 0888 150.07 102303 N 1883.0 0889 173.11 111703 N 1885.0 0890 346.23 111703 N 1888.0 0891 173.11 111803 N 1889.0 0892 346.23 111903 N 1892.0 0893 346.23 112003 N 1894.0 0894 173.11 112003 N 1895.0 0895 346.23 112103 N 1898.0 0896 173.11 100303 N 1726.0 0897 173.11 111903 N 1900.0 0898 173.11 112603 N 1901.0 0899 173.11 112603 N 1902.0 0900 173.11 101603 N 1511.0 0901 75.04 101703 N 1515.0 0902 346.23 101703 N 1518.0 0903 149.50 103003 N 1586.0 0904 346.23 111803 N 1652.0 0905 173.11 112103 N 1653.0 0906 429.31 102403 N 1663.0 0907 346.23 102303 N 1665.0 0908 519.34 102203 N 1669.0 0909 346.23 103003 N 1685.0 0910 75.04 102703 N 1687.0 0911 173.11 100903 N 1700.0 0912 113.04 100803 N 1706.0 0913 346.23 100803 N 1707.0 0914 173.11 100903 N 1708.0 0915 150.07 100103 N 1718.0 0916 346.23 100103 N 1719.0 0917 346.23 100203 N 1720.0 0918 158.09 100103 N 1722.0 0919 150.07 100203 N 1725.0 0920 173.11 010504 N 2018.0 0921 173.11 010604 N 2021.0 0922 173.11 010704 N 2023.0 0923 173.11 010804 N 2025.0 0924 346.23 010904 N 2026.0 0925 150.07 012904 N 2051.0 0926 346.23 012604 N 2053.0 0927 346.23 012704 N 2054.0 0928 173.11 012704 N 2055.0 0929 173.11 012904 N 2059.0 0930 173.11 012604 N 2060.0 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 03/25/04 EST. NO.28 TIME 11:06 AM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0931 173.11 013004 N 2061.0 0932 173.11 013004 N 2062.0 0933 519.34 012904 N 2063.0 0934 346.23 011604 N 2065.0 0935 173.11 011604 N 2066.0 0936 519.34 012804 N 2073.0 0937 173.11 012804 N 2074.0 0938 346.23 123003 N 2014.0 0939 299.00 120503 N 1916.0 0940 150.07 120203 N 1917.0 0941 173.11 120203 N 1922.0 0942 173.11 120303 N 1924.0 0943 150.07 120303 N 1931.0 0944 173.11 122303 N 1938.0 0945 173.11 122203 N 1939.0 0946 129.83 121803 N 1987.0 0947 346.23 121803 N 1988.0 0948 112.55 121603 N 1991.0 008 0029 198.93 E.W. @ F.A.(+) 021504 N 2044 0 0030 420.20 111703 N 2045 0 014 0006 9,000.00 E.W. @ U.P (+) 032204 N 0006 0 016 0001 4,329.11 E.W. @ L.S.(+) 030204 N 0001 0 019 0022 7,319.83 E.W. @ F.A.(+) 123003 N 2040.0 020 0059 250.00 E.W. @ U.P (+) 012804 N 2039.0 045 0006 1,392.00 E.W. @ U.P (+) 031604 N 0006 0 0007 20,550.00 020404 N 0007 0 072 0002 2,700.44 E.W. @ F.A.(+) 102303 N 1481.0 0003 158.07 103003 N 1519.0 0004 3,537.97 102303 N 1664.0 0005 4,291.87 102203 N 1667.0 0006 2,913.92 102303 N 1671.0 0007 322.45 102203 N 1679.0 0008 1,485.70 102403 N 1680.0 0009 1,276.21 103103 N 1681.0 0010 424.79 103103 N 1684.0 0011 1,485.70 102803 N 1690.0 0012 557.18 103003 N 1696.0 0013 3,019.90 111303 N 1743.0 0014 929.20 110603 N 1744.0 0015 1,829.94 103103 N 1827.0 0016 365.87 102803 N 1908.0 074 0001 3,702.76 E.W. @ F.A.(+) 013004 N 2049.0 0002 2,566.64 012904 N 2052.0 107,638.75 TOTAL THIS ESTIMATE 2,477,505.30 TOTAL PREVIOUS ESTIMATE 2,585,144.05 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 03/25/04 EST. NO.28 TIME 11:06 AM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE A/C OUT OF SPEC -592.31 02 SWPPP NON-COMPLIANCE -584,111.92 06 ITEM NO. 113 -1,200.00 07 SWPPP NON-COMPLIANCE 584,111.92 07 REQUEST FOR STAKING -22,500.00 11 SWPPP NON-COMPLIANCE -1,150,558.00 11 TEST STRIP DENSITY -3,530.90 11 SWPPP NON COMPLIANCE 1,150,558.00 12 INADEQUATE LCB -965.25 15 OUT OF STATE INSPECT -5,000.00 15 PCCP DEFICIENCIES -19,886.23 18 SURVEY RESTAKING -3,600.00 18 SWPPP -1,377,603.50 18 PCCP DEFICIENCIES -3,867.84 19 ASPHALT GRADING -1,150.50 21 SWPPP 1,377,603.50 22 AB OUT OF COMPLIANCE -1,200.00 23 PCCP THICKNESS DEFIC -11,793.87 23 SWPPP VIOLATION -624,757.57 23 SWPPP VIOLATION 624,757.57 24 0.00 -75,286.90 LABOR COMPLIANCE VIOLATION PAYROLL DISCREPANCY -10,000.00 08 PAYROLL DISCREPANCY 10,000.00 09 MISSING DOCUMENTS -10,000.00 19 MISSING PAYROLLS -10,000.00 21 MISSING DOCUMENTS 20,000.00 23 MISSING DOCUMENTS -10,000.00 25 MISSING DOCUMENTS 10,000.00 26 MISSING DOCUMENTS -4,000.00 27 MISSING DOCUMENTS -10,000.00 28 MISSING DOC. EST 27 3,000.00 28 -7,000.00 -11,000.00 TOTAL DEDUCTIONS -7,000.00 -86,286.90 PROGRAM CAS145 PAGE 1 DATE 03/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:06 AM ESTIMATE NO. 28 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 03/25/04 LOCATION PROGRESS ESTIMATE 08-SBD-15-41.9/70.6 ----------------- E L YEAGER CONSTRUCTION IN SAN BERNARDINO COUNTY IN AND COMPANY INC NEAR VICTORVILLE, APPLE VALLEY AND P O BOX 87 BARSTOW AT VARIOUS LOCATIONS RIVERSIDE CA 925020087 FED. AID NO. ACIM-015 -1(215)145,ACNH-015 -1(215)N ,I-015 -1(215)N WIDEN ROADWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 22,500.0000 22,500.00 0.750 16,875.00 02 TEMPORARY TORTOISE FENCE M 8.5000 5,100.00 5,468.500 46,482.25 03 TEMPORARY FENCE (TYPE CL-1.8) M 24.0000 53,520.00 1,172.300 28,135.20 04 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.570 71,250.00 06 CONSTRUCTION AREA SIGN (1-POST) EA 185.0000 79,550.00 6.270 1,159.95 549.770 101,707.45 S) 07 CONSTRUCTION AREA SIGN (2-POST) EA 575.0000 57,500.00 0.320 184.00 51.780 29,773.50 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.040 16,000.00 0.660 264,000.00 S) 09 TYPE III BARRICADE EA 75.0000 24,000.00 236.000 17,700.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 1,580.00 116.650 2,333.00 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 157,500.00 80,527.000 281,844.50 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 148,000.00 3,208.000 1,604.00 423,628.000 211,814.00 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 117,000.00 147.000 3,822.00 4,411.000 114,686.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 20,800.00 0.000 0.00 S) (LEFT IN PLACE) 15 FLASHING BEACON (PORTABLE) EA 1,000.0000 7,000.00 0.050 50.00 4.610 4,610.00 S) 16 TEMPORARY PAVEMENT MARKER EA 2.5000 173,000.00 443.000 1,107.50 79,076.000 197,690.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 135,000.00 0.400 6,000.00 6.600 99,000.00 S) 18 TEMPORARY RAILING (TYPE K) M 15.0000 2,010,000.00 500.000 7,500.00 124,852.062 1,872,780.93 S) 19 TEMPORARY CRASH CUSHION MODULE EA 200.0000 90,000.00 14.000 2,800.00 624.000 124,800.00 S) 20 TEMPORARY TRAFFIC SCREEN M 5.0000 845,000.00 148,592.000 742,960.00 S) 21 ABANDON CULVERT M 14.0000 22,820.00 319.300 4,470.20 22 OBLITERATE SURFACING M2 2.0000 614,000.00 5,955.000 11,910.00 PROGRAM CAS145 PAGE 2 DATE 03/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:06 AM ESTIMATE NO. 28 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 03/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE (TYPE BW AND TYPE WM) M 1.7500 79,100.00 67,969.000 118,945.75 24 REMOVE CHAIN LINK FENCE M 3.0000 3,030.00 1,128.400 3,385.20 25 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7000 121,210.00 370.000 629.00 18,402.000 31,283.40 26 REMOVE YELLOW PAINTED PAVEMENT MARKING M2 20.0000 2,000.00 0.000 0.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.7000 36,040.00 977.000 1,660.90 9,743.000 16,563.10 STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 1.1500 124,200.00 2,178.000 2,504.70 82,538.000 94,918.70 29 REMOVE PAINTED PAVEMENT MARKING M2 12.0000 6,000.00 182.700 2,192.40 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 15.0000 3,000.00 16.800 252.00 16.800 252.00 31 REMOVE PAVEMENT MARKER EA 0.5000 22,050.00 32,052.000 16,026.00 32 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 4,700.00 17.000 1,700.00 33 REMOVE SIGN STRUCTURE EA 3,000.0000 12,000.00 3.000 9,000.00 34 REMOVE ASPHALT CONCRETE DIKE M 5.0000 1,350.00 520.000 2,600.00 1,076.000 5,380.00 35 REMOVE CULVERT M 20.0000 162,800.00 802.700 16,054.00 5,927.200 118,544.00 36 REMOVE INLET EA 400.0000 48,000.00 2.000 800.00 77.300 30,920.00 37 REMOVE HEADWALL EA 600.0000 162,000.00 1.000 600.00 211.000 126,600.00 38 REMOVE CONCRETE PAVEMENT M3 18.0000 153,720.00 8,383.000 150,894.00 39 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 22,650.00 3,435.360 17,176.80 40 REMOVE CONCRETE DECK SURFACE M2 30.0000 60,000.00 1,887.250 56,617.50 41 SALVAGE METAL BEAM GUARD RAILING M 17.0000 7,310.00 7.620 129.54 297.180 5,052.06 42 RECONSTRUCT WOOD FENCE M 60.0000 8,400.00 112.500 6,750.00 43 RECONSTRUCT FENCE (TYPE BW) M 4.5000 108,450.00 0.000 0.00 44 RECONSTRUCT FENCE (TYPE WM) M 6.5000 10,270.00 0.000 0.00 45 RECONSTRUCT CHAIN LINK FENCE M 34.0000 17,340.00 25.000 850.00 46 RESET MILEPOST MARKER EA 20.0000 5,200.00 0.000 0.00 47 RESET OBJECT MARKER EA 20.0000 1,800.00 0.000 0.00 48 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 7,800.00 65.000 9,750.00 49 RESET ROADSIDE SIGN (TWO POST) EA 500.0000 22,000.00 25.000 12,500.00 PROGRAM CAS145 PAGE 3 DATE 03/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:06 AM ESTIMATE NO. 28 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 03/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RESET OVERHEAD SIGN PANEL EA 500.0000 1,500.00 3.000 1,500.00 51 RESET SURVEY MONUMENT EA 175.0000 22,750.00 0.000 0.00 52 RELOCATE CONCRETE BARRIER (TYPE K) M 8.0000 328,800.00 34,506.000 276,048.00 53 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 9,900.00 44.000 6,600.00 54 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 5,500.00 7.000 3,500.00 55 RELOCATED OVERHEAD SIGN PANEL EA 1,500.0000 1,500.00 1.000 1,500.00 56 RELOCATE SIGN STRUCTURE EA 3,000.0000 12,000.00 3.000 9,000.00 57 MODIFY INLET EA 2,000.0000 50,000.00 2.000 4,000.00 58 MODIFY DROP STRUCTURE LS 3,600.0000 3,600.00 1.000 3,600.00 59 COLD PLAN ASPHALT CONCRETE PAVEMENT M2 1.7500 572,250.00 337,424.720 590,493.26 S) (100 MM, MAXIMUM) 60 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 112,000.00 213,711.080 213,711.08 S) (60 MM MAXIMUM) 61 COLD PLAN LEAN CONCRETE BASE M2 1.0000 26,200.00 0.000 0.00 S) (30 MM, MAXIMUM) 62 SAWCUT ASPHALT CONCRETE M 0.1000 6,400.00 22,050.000 2,205.00 59,337.000 5,933.70 (300 MM DEEP) 63 SAWCUT ASPHALT CONCRETE M 0.1000 370.00 3,385.000 338.50 (340 MM DEPTH) 64 REPLACE CONCRETE BARRIER (TYPE K) M 70.0000 151,900.00 0.000 0.00 65 REMOVE CONCRETE M3 80.0000 68,000.00 4.220 337.60 286.953 22,956.24 66 REMOVE CONCRETE (CURB AND GUTTER) M 17.0000 850.00 36.000 612.00 67 REMOVE CONCRETE CURB AND SIDEWALK M3 60.0000 6,000.00 0.000 0.00 68 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 4,000.00 98.800 1,976.00 69 REMOVE SOUND WALL M2 250.0000 500.00 2.000 500.00 70 REMOVE BRIDGE APPROACH RAILING EA 600.0000 9,600.00 9.000 5,400.00 9.000 5,400.00 71 RAILROAD TRACK REMOVAL M 8.0000 11,120.00 1,200.000 9,600.00 72 GRADE CROSSING REMOVAL M 75.0000 12,000.00 160.000 12,000.00 73 BRIDGE REMOVAL LS 76,000.0000 76,000.00 0.850 64,600.00 74 BRIDGE REMOVAL (PORTION), LOCATION A LS 24,000.0000 24,000.00 1.000 24,000.00 75 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 1.000 30,000.00 76 BRIDGE REMOVAL (PORTION), LOCATION C LS 48,000.0000 48,000.00 1.000 48,000.00 PROGRAM CAS145 PAGE 4 DATE 03/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:06 AM ESTIMATE NO. 28 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 03/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BRIDGE REMOVAL (PORTION), LOCATION D LS 17,000.0000 17,000.00 1.000 17,000.00 78 BRIDGE REMOVAL (PORTION), LOCATION E LS 13,000.0000 13,000.00 0.900 11,700.00 79 600 MM PLASTIC PIPELINER M 150.0000 36,000.00 0.000 0.00 80 900 MM PLASTIC PIPELINER M 200.0000 80,000.00 0.000 0.00 81 1200 MM PLASTIC PIPELINER M 300.0000 150,000.00 0.000 0.00 82 CLEARING AND GRUBBING LS 180,000.0000 180,000.00 0.910 163,800.00 83 DEVELOP WATER SUPPLY LS 315,000.0000 315,000.00 1.000 315,000.00 84 ROADWAY EXCAVATION M3 6.5000 8,515,000.00 35,616.000 231,504.00 1,078,235.800 7,008,532.70 85 ROADWAY EXCAVATION (TYPE Y) M3 7.0000 1,638,000.00 4,553.000 31,871.00 233,931.000 1,637,517.00 (AERIALLY DEPOSITED LEAD) 86 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000.00 87 SHOULDER BACKING M3 2.0000 110,000.00 13,483.960 26,967.92 88 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 214,200.00 7,140.000 214,200.00 F) 89 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 115,200.00 12,215.860 97,726.88 90 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 200,700.00 295.000 13,275.00 4,151.000 186,795.00 F) 91 STRUCTURE BACKFILL (RETAINING WALL) M3 12.0000 128,400.00 8,110.330 97,323.96 92 PERVIOUS BACKFILL MATERIAL M3 120.0000 22,800.00 161.800 19,416.00 F) 93 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 40,800.00 508.510 30,510.60 WALL) 94 SAND BACKFILL M3 130.0000 137,800.00 173.850 22,600.50 95 HIGHWAY PLANTING LS 8,000.0000 8,000.00 0.069 552.00 0.108 864.00 S) 96 ROADSIDE CLEARING LS 9,000.0000 9,000.00 0.400 3,600.00 0.400 3,600.00 97 ROCK GRAVEL (TYPE 1) M2 8.0000 150,400.00 0.000 0.00 S) 98 DUFF HA 1,100.0000 143,000.00 35.390 38,929.00 113.420 124,762.00 S) 99 STRAW (EROSION CONTROL) TONN 225.0000 2,025.00 10.910 2,454.75 10.910 2,454.75 S) 00 FIBER (EROSION CONTROL) KG 0.8000 2,136.00 3,270.960 2,616.77 3,270.960 2,616.77 S) 01 COMPOST (EROSION CONTROL) KG 0.0200 200.00 12,266.110 245.32 12,266.110 245.32 S) 02 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 10,050.00 81.770 12,265.50 81.770 12,265.50 S) 03 STABILIZING EMULSION (EROSION CONTROL) KG 1.3000 1,742.00 1,635.480 2,126.12 1,635.480 2,126.12 S) PROGRAM CAS145 PAGE 5 DATE 03/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:06 AM ESTIMATE NO. 28 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 03/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JUTE MESH M2 1.2500 27,750.00 27,258.000 34,072.50 27,258.000 34,072.50 S) 05 TRANSPLANT JOSHUA TREE EA 300.0000 4,800.00 0.000 0.00 S) 06 TRANSPLANT YUCCA PLANT EA 100.0000 2,100.00 0.000 0.00 S) 07 MAINTAIN EXISTING PLANTS LS 6,500.0000 6,500.00 0.031 201.50 0.551 3,581.50 S) 08 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0.00 S) 09 IRRIGATION SYSTEM LS 133,000.0000 133,000.00 0.397 52,801.00 0.781 103,873.00 S) 10 200 MM CORRUGATED STEEL PIPE CONDUIT M 235.0000 49,350.00 77.420 18,193.70 S) (1.63 MM THICK) 11 300 MM WELDED STEEL PIPE CONDUIT M 500.0000 30,000.00 0.000 0.00 S) (6.35 MM THICK) 12 CLASS 2 AGGREGATE SUBBASE M3 10.0000 1,640,000.00 1,669.270 16,692.70 91,804.400 918,044.00 13 CLASS 2 AGGREGATE BASE M3 24.0000 2,042,400.00 1,852.100 44,450.40 83,196.490 1,996,715.76 14 AGGREGATE BASE (APPROACH SLAB) M3 75.0000 4,275.00 0.000 0.00 15 LEAN CONCRETE BASE M3 62.0000 7,316,000.00 55,528.770 3,442,783.74 16 ASPHALT TREATED PERMEABLE BASE M3 80.0000 41,600.00 122.740 9,819.20 17 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 32.0000 2,009,600.00 19,092.100 610,947.20 18 ASPHALT CONCRETE (TYPE C) TONN 34.0000 1,305,600.00 26,510.020 901,340.68 19 ASPHALT CONCRETE TONN 32.0000 8,192,000.00 204,844.410 6,555,021.12 20 ASPHALT CONCRETE (OPEN GRADED) TONN 33.0000 419,100.00 833.120 27,492.96 21 PAVING ASPHALT (PAINT BINDER) TONN 300.0000 567,000.00 606.540 181,962.00 22 PAVEMENT REINFORCING FABRIC M2 2.0000 1,900.00 0.000 0.00 23 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 4.0000 164,000.00 208.000 832.00 AREA) 24 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.6000 338.00 103.000 267.80 25 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 1.6000 5,200.00 1,890.000 3,024.00 26 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.6000 5,888.00 0.000 0.00 27 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.6000 858.00 1,588.500 4,130.10 28 RUMBLE STRIP M 0.1000 6,690.00 897.000 89.70 29 CONCRETE PAVEMENT M3 74.5000 19,966,000.00 128,038.480 9,538,866.76 30 PLACE CONCRETE DIKE (TYPE C MODIFIED) M 5.0000 950.00 178.000 890.00 PROGRAM CAS145 PAGE 6 DATE 03/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:06 AM ESTIMATE NO. 28 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 03/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PLACE CONCRETE DIKE (TYPE D MODIFIED) M 5.0000 35,000.00 8,607.000 43,035.00 32 PLACE CONCRETE DIKE (TYPE F MODIFIED) M 5.0000 700.00 90.000 450.00 33 RUMBLE STRIP (PORTLAND CEMENT CONCRETE M 0.2500 17,950.00 33,997.000 8,499.25 S) PAVEMENT) (ROLLED-IN-INDICATATIONS) 34 SEAL PAVEMENT JOINT M 1.0000 364,000.00 205,107.990 205,107.99 35 FURNISH STEEL PILING (HP 250 X 62) M 25.0000 38,125.00 1,570.064 39,251.60 36 DRIVE STEEL PILE (HP 250 X 62) EA 900.0000 160,200.00 178.000 160,200.00 S) 37 FURNISH STEEL PILING (HP 250 X 85) M 40.0000 9,200.00 227.399 9,095.96 38 DRIVE STEEL PILE (HP 250 X 85) EA 700.0000 24,500.00 35.000 24,500.00 S) 39 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 295,630.00 3,488.670 296,536.95 S) PILING 40 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 19,550.00 228.000 19,380.00 S) PILING (SOUND WALL) 41 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 6,290.00 74.000 6,290.00 S) PILING (SOUND WALL) 42 PRESTRESSING CAST-IN-PLACE CONCRETE LS 16,000.0000 16,000.00 1.000 16,000.00 S) 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 426,250.00 1,613.570 443,731.75 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 495.0000 2,450,250.00 203.070 100,519.65 4,910.850 2,430,870.75 F) 45 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 46 STRUCTURAL CONCRETE, RETAINING WALL M3 225.0000 1,161,000.00 3,517.330 791,399.25 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 285,000.00 91.400 45,700.00 524.460 262,230.00 F) (TYPE N) 48 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 312,000.00 139.000 83,400.00 432.610 259,566.00 F) (TYPE R) 49 STRUCTURAL CONCRETE,APPROACH SLAB M3 675.0000 24,300.00 36.000 24,300.00 F) (TYPE EQ MODIFIED) 50 STRUCTURAL CONCRETE,APPROACH SLAB M3 550.0000 22,550.00 17.620 9,691.00 F) (TYPE R MODIFIED) 51 CLASS 2 CONCRETE (BOX CULVERT) M3 650.0000 546,000.00 586.920 381,498.00 52 CLASS 2 CONCRETE (CHANNEL LINING) M3 225.0000 99,000.00 127.270 28,635.75 53 CLASS 2 CONCRETE (HEADWALL) M3 700.0000 658,000.00 29.090 20,363.00 578.120 404,684.00 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 220,000.00 128.000 128,000.00 278.400 278,400.00 55 PAVING NOTCH EXTENSION M3 4,000.0000 60,000.00 2.150 8,600.00 11.960 47,840.00 56 CONCRETE SURFACE TEXTURE M2 100.0000 385,000.00 3,132.100 313,210.00 57 DRILL AND BOND DOWEL M 60.0000 166,200.00 1,754.710 105,282.60 PROGRAM CAS145 PAGE 7 DATE 03/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:06 AM ESTIMATE NO. 28 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 03/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 DRILLED HOLE (16 MM) M 30.0000 4,200.00 766.470 22,994.10 59 CLEAN EXPANSION JOINT M 30.0000 10,800.00 101.500 3,045.00 60 FURNISH POLYESTER CONCRETE OVERLAY M3 1,700.0000 18,700.00 7.520 12,784.00 61 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 15,000.00 98.800 7,410.00 62 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 125.0000 420,000.00 3,786.200 473,275.00 S) 63 SOUND WALL (MASONRY BLOCK) M2 125.0000 117,500.00 843.530 105,441.25 S) 64 PTFE SPHERICAL BEARING EA 8,000.0000 64,000.00 8.000 64,000.00 S) 65 JOINT SEAL (TYPE A - MR 30 MM) M 70.0000 43,400.00 245.170 17,161.90 S) 66 JOINT SEAL (MR 15 MM) M 70.0000 7,000.00 56.260 3,938.20 S) 67 JOINT SEAL (MR 40 MM) M 310.0000 2,790.00 0.000 0.00 S) 68 BAR REINFORCING STEEL KG 1.1500 202,400.00 16,431.000 18,895.65 128,170.600 147,396.19 S) 69 BAR REINFORCING STEEL (BRIDGE) KG 1.0400 1,046,864.00 33,014.000 34,334.56 1,006,600.000 1,046,864.00 SF) 70 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0500 306,600.00 219,973.006 230,971.66 S) 71 WATERPROOFING AND COVER M2 85.0000 43,350.00 510.000 43,350.00 SF) 72 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.3000 1,197,610.00 520,700.000 1,197,610.00 F) 73 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6000 312,420.00 520,700.000 312,420.00 SF) 74 FURNISH CMS SIGN STRUCTURE KG 7.8000 122,460.00 15,780.000 123,084.00 75 INSTALL CMS SIGN STRUCTURE KG 0.7500 11,775.00 15,780.000 11,835.00 S) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 492,000.00 68,570.000 274,280.00 77 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 36,900.00 64,340.000 19,302.00 S) 78 760 MM CAST-IN-DRILLED-HOLE M 800.0000 51,200.00 8.000 6,400.00 S) CONCRETE PILE (SIGN FOUNDATION) 79 920 MM CAST-IN-DRILLED-HOLE M 900.0000 99,000.00 103.500 93,150.00 S) CONCRETE PILE (SIGN FOUNDATION) 80 1220 MM CAST-IN-DRILLED-HOLE M 1,000.0000 6,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 81 ROADSIDE SIGN - ONE POST EA 250.0000 16,500.00 8.000 2,000.00 82 ROADSIDE SIGN - TWO POST EA 700.0000 6,300.00 0.000 0.00 83 INSTALL SIGN OVERLAY M2 150.0000 300.00 18.100 2,715.00 84 CLEAN AND PAINT STRUCTURAL STEEL LS 250,000.0000 250,000.00 0.125 31,250.00 1.000 250,000.00 S) PROGRAM CAS145 PAGE 8 DATE 03/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:06 AM ESTIMATE NO. 28 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 03/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 RAILROAD BALLAST M3 40.0000 144,800.00 2,747.780 109,911.20 S) 86 RAILROAD SUBBALLAST M3 25.0000 125,000.00 4,021.490 100,537.25 S) 87 RAILROAD APPROACH RAILING (TYPE I) M 250.0000 15,500.00 62.000 15,500.00 88 RAILROAD APPROACH RAILING (TYPE II) M 640.0000 35,200.00 55.000 35,200.00 89 WOOD PLANK GRADE CROSSING M 350.0000 77,000.00 215.000 75,250.00 S) 90 RAILROAD TRACK M 250.0000 347,500.00 1,387.000 346,750.00 S) 91 375 MM ALTERNATIVE PIPE CULVERT M 140.0000 56,000.00 298.600 41,804.00 92 450 MM ALTERNATIVE PIPE CULVERT M 95.0000 73,150.00 35.300 3,353.50 836.510 79,468.45 93 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 124,000.00 186.500 37,300.00 1,156.200 231,240.00 94 750 MM ALTERNATIVE PIPE CULVERT M 175.0000 89,250.00 316.300 55,352.50 95 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 363,000.00 452.200 135,660.00 1,225.100 367,530.00 96 1050 MM ALTERNATIVE PIPE CULVERT M 400.0000 440,000.00 224.600 89,840.00 952.800 381,120.00 97 1200 MM ALTERNATIVE PIPE CULVERT M 250.0000 1,237,500.00 494.100 123,525.00 2,260.700 565,175.00 98 1350 MM ALTERNATIVE PIPE CULVERT M 500.0000 4,745,000.00 536.400 268,200.00 5,934.300 2,967,150.00 99 1650 MM ALTERNATIVE PIPE CULVERT M 700.0000 98,000.00 108.760 76,132.00 00 1950 MM ALTERNATIVE PIPE CULVERT M 700.0000 112,000.00 163.200 114,240.00 01 450 MM REINFORCED CONCRETE PIPE M 175.0000 16,625.00 33.500 5,862.50 101.800 17,815.00 02 600 MM REINFORCED CONCRETE PIPE M 180.0000 12,600.00 41.700 7,506.00 03 750 MM REINFORCED CONCRETE PIPE M 325.0000 19,500.00 18.700 6,077.50 62.700 20,377.50 04 900 MM REINFORCED CONCRETE PIPE M 450.0000 35,100.00 46.800 21,060.00 05 1050 MM REINFORCED CONCRETE PIPE M 400.0000 48,000.00 60.000 24,000.00 115.400 46,160.00 06 1200 MM REINFORCED CONCRETE PIPE M 500.0000 70,000.00 37.500 18,750.00 07 1350 MM REINFORCED CONCRETE PIPE M 350.0000 178,500.00 84.800 29,680.00 448.300 156,905.00 08 80 MM PLASTIC PIPE (EDGE DRAIN) M 18.0000 21,600.00 445.000 8,010.00 09 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 75.0000 27,000.00 67.000 5,025.00 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 GRATED LINE DRAIN M 350.0000 18,550.00 46.500 16,275.00 PROGRAM CAS145 PAGE 9 DATE 03/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:06 AM ESTIMATE NO. 28 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 03/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 300 MM CORRUGATED STEEL PIPE RISER M 500.0000 42,500.00 1.300 650.00 64.000 32,000.00 (1.63 MM THICK) 13 900 MM CORRUGATED STEEL PIPE RISER M 1,200.0000 216,000.00 165.450 198,540.00 (2.01 MM THICK) 14 375 MM STEEL FLARED END SECTION EA 300.0000 5,100.00 8.000 2,400.00 15 450 MM STEEL FLARED END SECTION EA 350.0000 8,750.00 12.000 4,200.00 16 600 MM STEEL FLARED END SECTION EA 350.0000 10,850.00 3.000 1,050.00 17 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 48,750.00 1,161.600 87,120.00 18 ROCK SLOPE PROTECTION M3 80.0000 103,200.00 996.100 79,688.00 (FACING, METHOD B) 19 ROCK SLOPE PROTECTION M3 150.0000 153,000.00 1,095.800 164,370.00 (BACKING NO. 1, METHOD B) 20 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 75.0000 133,500.00 2,446.200 183,465.00 21 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 75.0000 25,500.00 215.500 16,162.50 22 SLOPE PAVING (CONCRETE) M3 500.0000 23,500.00 109.699 54,849.50 23 ROCK SLOPE PROTECTION FABRIC M2 3.0000 33,300.00 9,596.500 28,789.50 24 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 50,000.00 45.090 22,545.00 CONSTRUCTION) 25 MINOR CONCRETE (GUTTER) M 75.0000 52,500.00 399.300 29,947.50 26 MISCELLANEOUS IRON AND STEEL KG 2.0000 60,000.00 14,232.000 28,464.00 S) 27 MISCELLANEOUS METAL KG 13.0000 18,720.00 1,440.000 18,720.00 SF)(RESTRAINER - PIPE TYPE) 28 MISCELLANEOUS METAL (BRIDGE) KG 13.0000 25,480.00 1,960.000 25,480.00 SF) 29 FENCE (TYPE BW, 5 STRAND, METAL POST) M 6.5000 264,550.00 61,162.300 397,554.95 S) 30 FENCE (TYPE WM, METAL POST) M 6.5000 33,800.00 4,266.000 27,729.00 S) 31 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 150,300.00 1,095.840 32,875.20 S) 32 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 800.00 0.000 0.00 S) 33 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 3,000.00 1.000 1,500.00 S) 34 DELINEATOR (CLASS 1) EA 45.0000 18,000.00 0.000 0.00 35 METAL BEAM GUARD RAILING (WOOD POST) M 54.0000 82,080.00 68.580 3,703.32 195.590 10,561.86 S) 36 CORRUGATED METAL GUARD RAILING M 200.0000 30,000.00 150.000 30,000.00 S) 37 CONCRETE BARRIER (TYPE K) M 75.0000 385,500.00 3,233.000 242,475.00 38 CONCRETE BARRIER (TYPE K MODIFIED) M 85.0000 7,310.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 03/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:06 AM ESTIMATE NO. 28 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 03/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CONCRETE BARRIER (TYPE 25) M 165.0000 12,870.00 0.000 0.00 F) 40 CONCRETE BARRIER (TYPE 27A) M 250.0000 5,000.00 0.000 0.00 41 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 54.0000 75,600.00 0.000 0.00 S) 42 CABLE RAILING M 24.0000 59,280.00 1,126.300 27,031.20 S) 43 TERMINAL SYSTEM (TYPE ET) EA 2,400.0000 12,000.00 1.000 2,400.00 S) 44 TERMINAL SYSTEM (TYPE SRT) EA 1,650.0000 128,700.00 9.000 14,850.00 18.000 29,700.00 S) 45 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 300.0000 13,800.00 8.000 2,400.00 S) 46 CONCRETE BARRIER (TYPE 60) M 132.0000 3,960.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60A) M 130.0000 14,950.00 100.540 13,070.20 F) 48 CONCRETE BARRIER (TYPE 60C) M 145.0000 78,300.00 427.000 61,915.00 49 CONCRETE BARRIER (TYPE 60D) M 100.0000 78,000.00 448.920 44,892.00 50 CONCRETE BARRIER M 150.0000 26,700.00 0.000 0.00 F) (TYPE 60 A MODIFIED) 51 CONCRETE BARRIER (TYPE 60 W) M 400.0000 184,000.00 458.000 183,200.00 52 CONCRETE BARRIER (TYPE 736) M 80.0000 142,400.00 911.084 72,886.72 F) 53 CONCRETE BARRIER (TYPE 736SV) M 100.0000 3,000.00 30.000 3,000.00 54 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 18,900.00 0.000 0.00 S) 55 THERMOPLASTIC TRAFFIC STRIPE M 0.5500 142,450.00 130,333.000 71,683.15 S) (SPRAYABLE) 56 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 56,280.00 18,004.000 21,604.80 S) 57 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 61,360.00 7,876.000 20,477.60 S) 58 PAVEMENT MARKER EA 7.5000 17,250.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 59 SIGNAL AND LIGHTING LS 105,000.0000 105,000.00 0.646 67,830.00 S) 60 SIGN DISCONNECT EA 400.0000 4,000.00 -2.000 -800.00 11.000 4,400.00 S) 61 RELOCATE MERCURY VAPOR SIGN LIGHTING EA 450.0000 900.00 0.000 0.00 S) EQUIPMENT 62 REMOVE SIGN LIGHTING EQUIPMENT EA 625.0000 1,875.00 2.000 1,250.00 2.000 1,250.00 S) 63 REMOVE SIGN DISCONNECT EA 115.0000 460.00 2.000 230.00 2.000 230.00 S) 64 INSTALL STATE FURNISHED MODEL 500 EA 4,000.0000 8,000.00 0.000 0.00 S) SIGN PANEL ASSEMBLY 65 RELOCATE MODEL 500 CHANGEABLE MESSAGE EA 1,000.0000 1,000.00 1.000 1,000.00 S) SIGN AND OVERHEAD SIGN TRUSS PROGRAM CAS145 PAGE 11 DATE 03/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:06 AM ESTIMATE NO. 28 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 03/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 TYPE III SERVICE EQUIPMENT ENCLOSURE EA 2,500.0000 10,000.00 3.000 7,500.00 S) 67 MODIFY TYPE III SERVICE EQUIPMENT EA 600.0000 1,800.00 0.000 0.00 S) 68 TELEPHONE DEMARCATION CABINET EA 1,400.0000 1,400.00 1.000 1,400.00 S) 69 INSTALL MODEL 334 CABINET EA 1,100.0000 5,500.00 1.000 1,100.00 S) 70 MODIFY MODEL 334 CABINET FOR CLOSED EA 900.0000 1,800.00 0.000 0.00 S) CIRCUIT TELEVISION 71 5 KVA TRANSFORMER EA 800.0000 2,400.00 0.000 0.00 S) 72 15 KVA TRANSFORMER AND PAD EA 2,000.0000 6,000.00 0.000 0.00 S) 73 SIZE 27 CONDUIT M 12.0000 1,200.00 11.000 132.00 227.000 2,724.00 S) 74 SIZE 41 CONDUIT M 24.0000 164,640.00 106.000 2,544.00 5,944.000 142,656.00 S) 75 SIZE 53 CONDUIT M 32.0000 85,760.00 73.000 2,336.00 3,394.000 108,608.00 S) 76 SIZE 78 CONDUIT M 30.0000 66,900.00 6.000 180.00 2,404.000 72,120.00 S) 77 SIZE 103 CONDUIT M 70.0000 43,400.00 538.000 37,660.00 S) 78 SIZE 63 CONDUIT M 30.0000 1,800.00 78.000 2,340.00 78.000 2,340.00 S) 79 203 MM STEEL SLEEVE M 240.0000 24,000.00 59.000 14,160.00 S) 80 INDUCTIVE LOOP DETECTOR EA 550.0000 15,400.00 14.000 7,700.00 14.000 7,700.00 S) 81 CLOSED CIRCUIT TELEVISION ASSEMBLY EA 3,700.0000 7,400.00 0.000 0.00 S) (CABINET MOUNTED) 82 CLOSED CIRCUIT TELEVISION ASSEMBLY EA 20,000.0000 20,000.00 0.000 0.00 S) (POLE MOUNTED) 83 SLOW SCAN VIDEO CODES EA 4,500.0000 13,500.00 0.000 0.00 S) 84 CELLULAR DIGITAL PACKET DATA CELLULAR EA 2,500.0000 15,000.00 0.000 0.00 S) ASSEMBLY 85 CAMERA POLE (CCTV 45) EA 2,500.0000 2,500.00 0.000 0.00 S) 86 RELOCATE ELECTROLIER EA 1,500.0000 22,500.00 13.000 19,500.00 S) 87 RETROFIT MODEL 500 CHANGEABLE MESSAGE EA 6,000.0000 6,000.00 1.000 6,000.00 S) SIGN WITH STATE FURNISHED ZENON LAMP MODULES AND 5 KVA TRANSFORMERS 88 150-WATT HIGH PRESSURE PENDANT SOFFIT EA 1,400.0000 5,600.00 0.000 0.00 S) LUMINAIRE 89 200-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 300.0000 4,500.00 4.000 1,200.00 S) 90 310-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 300.0000 10,500.00 3.000 900.00 28.000 8,400.00 S) 91 250-WATT WALL SURFACE MOUNT LUMINAIRE EA 500.0000 4,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 03/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:06 AM ESTIMATE NO. 28 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 03/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 MERCURY VAPOR SIGN LIGHTING FIXTURE EA 650.0000 12,350.00 0.000 0.00 S) 93 TYPE 15-SB LIGHTING STANDARD WITH EA 1,800.0000 27,000.00 3.000 5,400.00 8.000 14,400.00 S) LUMINAIRE ARM 94 TYPE 30 LIGHTING STANDARD WITH EA 2,200.0000 8,800.00 1.000 2,200.00 S) LUMINAIRE ARM 95 TYPE 31 LIGHTING STANDARD WITH EA 3,000.0000 42,000.00 3.000 9,000.00 8.000 24,000.00 S) LUMINAIRE ARM 96 FOUNDATION FOR ELECTROLLER OR CCTV POLE EA 360.0000 14,040.00 28.000 10,080.00 S) 97 TYPE 21 LIGHTING STANDARD WITH EA 1,500.0000 6,000.00 3.000 4,500.00 S) LUMINAIRE ARM 98 FUSED SPLICE CONNECTOR EA 125.0000 5,500.00 4.000 500.00 17.000 2,125.00 S) 99 REMOVE LUMINAIRE EA 120.0000 1,920.00 13.000 1,560.00 15.000 1,800.00 S) 00 CONDUCTOR (NO. 14) M 1.0000 1,150.00 264.000 264.00 681.000 681.00 S) 01 CONDUCTOR (NO. 12) M 3.5000 70.00 0.000 0.00 S) 02 CONDUCTOR (NO. 10) M 1.2000 6,780.00 6,085.000 7,302.00 S) 03 CONDUCTOR (NO. 8) M 1.7000 15,878.00 7,200.000 12,240.00 S) 04 CONDUCTOR (NO. 6) M 2.0000 12,860.00 10,288.000 20,576.00 S) 05 CONDUCTOR (NO. 4) M 3.0000 18,000.00 5,540.000 16,620.00 S) 06 CONDUCTOR (NO. 2) M 4.0000 18,160.00 3,773.000 15,092.00 S) 07 CONDUCTOR (NO. 1) M 5.0000 2,300.00 0.000 0.00 S) 08 CONDUCTOR (NO. 2/0) M 6.0000 36,600.00 5,991.000 35,946.00 S) 09 CONDUCTOR (NO. 4/0) M 30.0000 900.00 0.000 0.00 S) 10 CONDUCTOR (BARE NO. 8) M 2.0000 17,400.00 8,139.000 16,278.00 S) 11 TELEPHONE CABLE M 3.0000 6,900.00 0.000 0.00 S) 12 LOOP DETECTOR LEAD-IN CABLE M 2.0000 1,400.00 0.000 0.00 S) 13 NO. 5(T) PULL BOX EA 700.0000 70,000.00 90.000 63,000.00 S) 14 NO. 5 PULL BOX EA 400.0000 36,400.00 7.000 2,800.00 57.000 22,800.00 S) 15 NO. 6(E) PULL BOX EA 550.0000 20,900.00 3.000 1,650.00 35.000 19,250.00 S) 16 REMOVE PULL BOX EA 60.0000 780.00 30.000 1,800.00 39.000 2,340.00 S) 17 NO. 6 (E) (T) PULL BOX EA 1,200.0000 19,200.00 12.000 14,400.00 S) 18 NO. 9/9A STRUCTURE PULL BOX EA 400.0000 5,200.00 1.000 400.00 26.000 10,400.00 S) PROGRAM CAS145 PAGE 13 DATE 03/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:06 AM ESTIMATE NO. 28 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 03/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 20 RECONSTRUCT ROCK SLOPE PROTECTION M3 65.0000 104,000.00 420.000 27,300.00 21 RELOCATE GRATE EA 100.0000 6,000.00 0.000 0.00 22 REMOVE SLOPE PAVING M2 10.0000 12,700.00 632.000 6,320.00 23 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 26,000.00 51,821.700 51,821.70 (30 MM MAXIMUM) 24 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 26,000.00 13.400 26,800.00 PILE (SIGN FOUNDATION) 25 ROCK SLOPE PROTECTION (2T, METHOD A) M3 75.0000 37,500.00 125.000 9,375.00 PROGRAM CAS145 PAGE 14 DATE 03/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 11:06 AM ESTIMATE NO. 28 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 03/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,815,008.43 60,969,993.89 ADJUSTMENT OF COMPENSATION 0.00 813,110.16 EXTRA WORK 107,638.75 1,772,033.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,922,647.18 63,555,137.94 26 MOBILIZATION LS 9800,000.0000 9,800,000.00 1.000 9,800,000.00 ORIGINAL CONTRACT AMOUNT 99,599,234.00 TOTAL WORK COMPLETED 1,922,647.18 73,355,137.94 MATERIALS ON HAND ON SITE 311,838.73 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -7,000.00 -86,286.90 TOTAL 1,915,647.18 73,580,689.77 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 03/28/02 705 04/04/02 04/02/02 01/13/05 389 102 11 0 70% 66% PROGRESS IS SATISFACTORY FRAYWAT, NABIL RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 03/25/04