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 06/20/05 EST. NO.40 TIME 01:00 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- 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 0415 3,449.80 E.W. @ F.A.(+) 042204 N 1196.0 0417 2,609.38 061804 N ECGE50 0490 654.66 021705 N 1869.0 0491 5,307.82 030105 N 1874.0 0492 196.07 030305 Y 1889.0 0495 96.21 030805 N 1903.0 0502 970.04 032805 Y 1939.0 0504 99.15 041105 N 1969.0 0505 244.41 041305 N 1973.0 0506 121.13 041805 N 1983.0 0507 1,263.84 041805 N 1984.0 0508 521.58 041905 N 1990.0 0509 631.93 041905 N 1991.0 0510 98.93 042005 N 1993.0 0511 100.10 042505 N 2012.0 0512 345.80 042505 N 2017.0 0513 2,947.59 042605 N 2018.0 0515 351.71 042605 Y 2020.0 0516 338.03 042705 N 2024.0 0517 2,527.79 042705 N 2025.0 0518 362.18 042805 N 2028.0 0519 2,045.44 042805 N 2029.0 0520 2,511.86 042905 N 2030.0 0521 552.39 043005 N 2031.0 0522 552.39 050105 N 2032.0 0523 1,134.37 041305 N 1977.0 0525 84.32 052005 N 2081.0 0526 193.31 052005 N 2082.0 0528 406.59 050305 N 2048.0 0529 293.29 050405 N 2052.0 0530 111.45 050405 N 2053.0 0531 536.90 050505 N 2055.0 0532 342.17 050505 N 2056.0 0533 342.17 050605 N 2057.0 0534 483.34 050705 N 2059.0 0539 131.17 050205 N 2041.0 003 0173-1 -1,142.53 E.W. @ F.A.(+) 102804 N 1430.0 DAO CORRECTING ENTRY 0177 3,940.09 102904 N 1436.0 0212 1,849.66 010605 N 1617.0 0236 251.50 041505 N 1981.0 0237 501.13 042505 N 2013.0 0238 997.45 042605 N 2022.0 008 0010 781.12 E.W. @ F.A.(+) 042205 Y 2007.0 0011 499.54 042505 Y 2014.0 011 0023 2,073.10 E.W. @ F.A.(+) 071404 N 1286.0 012 0017 1,358.98 E.W. @ F.A.(+) 030905 N 1997.0 024 0040 666.20 E.W. @ F.A.(+) 020405 N 1667.0 0041 2,083.95 012005 N 1670.0 0042 1,761.23 012005 N 1675.0 0043 357.75 122304 N 1678.0 0044 2,291.81 122304 N 1679.0 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 06/20/05 EST. NO.40 TIME 01:00 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0045 609.20 122204 N 1680.0 0046 1,294.56 021705 N 1687.0 0047 268.32 021605 N 1688.0 0048 2,538.56 021005 N 1689.0 0049 926.39 021405 N 1690.0 0050 8,320.11 011605 N 1692.0 0051 270.30 011305 N 1693.0 0052 357.75 021505 N 1695.0 0053 2,839.88 013105 N 1696.0 0054 244.09 012805 N 1699.0 0055 176.66 012705 N 1700.0 0056 484.16 013105 N 1701.0 0057 145.06 012105 N 1702.0 0058 1,734.17 011805 N 1703.0 0059 1,269.45 022805 N 1665.0 0060 8,475.96 022605 N 1681.0 0061 1,801.28 012105 N 1676.0 0063 2,917.41 012105 N 1668.0 0064 2,030.63 012805 N 1671.0 0065 978.32 012505 N 1672.0 0066 1,960.10 012405 N 1673.0 0067 3,051.83 012705 N 1674.0 0068 871.97 012805 N 1704.0 0069 4,273.78 022405 N 1856.0 0070 3,261.22 022505 N 1858.0 0071 129.34 012405 N 1677.0 0072 5,108.55 022505 N 1683.0 0073 3,809.03 022405 N 1684.0 0074 2,734.25 022505 N 1686.0 0076 718.76 030105 N 1872.0 0077 603.33 030105 N 1875.0 0079 308.29 030205 N 1885.0 0080 414.62 030305 N 1892.0 0089 1,453.96 031805 N 1920.0 0091 494.94 030405 N 1895.0 0092 2,162.04 032305 N 1931.0 0101 189.94 041305 N 1974.0 034 0003 1,213.44 E.W. @ F.A.(+) 042605 N 2021.0 036 0017 109.21 E.W. @ F.A.(+) 031705 Y 1917.0 038 0006 1,097.62 E.W. @ F.A.(+) 040305 N 2086.0 040 0004 725.50 E.W. @ F.A.(+) 051403 N 1593.0 052 0019 840.20 E.W. @ L.S.(+) 061605 N CT19 0 053 0075 704.45 E.W. @ F.A.(+) 011205 N 1826.0 0082 12,136.53 021505 N 1724.0 0084 1,564.49 020705 N 1793.0 0088 10,628.40 020905 N 1864.0 0098 1,828.11 032105 N 1925.0 0105 1,533.56 032505 N 1937.0 0113 2,037.87 040105 N 1952.0 0114 2,702.63 040105 N 1953.0 0115 2,521.31 040405 N 1956.0 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 06/20/05 EST. NO.40 TIME 01:00 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0116 2,235.70 040505 N 1959.0 0117 1,373.80 040505 N 1960.0 0118 1,373.80 040605 N 1962.0 0120 2,521.31 040605 N 1964.0 0121 1,014.06 040705 N 1965.0 0122 2,558.45 040705 N 1966.0 0123 1,013.13 040805 N 1967.0 0124 1,866.01 040905 N 1968.0 0125 1,730.73 041205 N 1972.0 0126 581.10 041305 N 1976.0 0128 654.65 041405 N 1978.0 0129 1,521.20 041405 N 1979.0 0130 786.72 041805 N 1987.0 0131 554.56 041905 N 1988.0 0132 1,241.89 042105 N 2006.0 0133 373.32 042205 N 2009.0 0135 250.47 042505 N 2015.0 0136 817.99 042605 N 2023.0 0138 776.93 042005 N 1999.0 0139 138.64 042005 N 2000.0 0140 614.85 042005 N 2001.0 0141 2,605.81 051605 N 2070.0 0142 373.32 051705 N 2073.0 0143 2,818.25 051705 N 2074.0 0144 971.05 051805 N 2075.0 0145 1,944.49 051805 N 2076.0 0146 3,863.36 051805 N 2077.0 0147 426.87 051905 N 2079.0 0148 3,970.70 051905 N 2080.0 0149 2,928.22 052005 N 2083.0 0150 1,629.33 052005 N 2084.0 0153 458.27 050305 N 2051.0 0154 283.35 051005 N 2063.0 0155 510.04 051105 N 2064.0 0156 1,002.46 051305 N 2067.0 0157 1,142.53 102804 N 1430 0 057 0028 100.54 E.W. @ F.A.(+) 051105 Y 2065.0 059 0154 19,946.01 E.W. @ U.P (+) 020805 N 1586.0 064 0003 330.00 E.W. @ F.A.(+) 051105 N 1996.0 073 0004 2,074.97 E.W. @ F.A.(+) 101804 N 1400.0 0017 104.70 032905 N 1944.0 0018 1,079.95 040105 N 1954.0 0019 616.08 040405 N 1957.0 233,281.43 TOTAL THIS ESTIMATE 5,525,808.76 TOTAL PREVIOUS ESTIMATE 5,759,090.19 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 06/20/05 EST. NO.40 TIME 01:00 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE COMPLIANCE, PCC -578.16 04 CONCRETE OUT-OF-SPEC -4,067.52 08 SWPPP, 25% DEDUCT. -684,493.00 08 SWPPP 25% REDUCTION 684,493.00 09 RESTAKING CHARGE -900.00 10 LATE LANE CLOSURE -8,700.00 12 SOIL CEMENT NON-COMP -260,709.00 12 LAST LANE CLOSURE -391,500.00 14 OUT-OF-SPEC CONCRETE -400.00 14 OUT-OF-SPEC CONCRETE -1,276.85 14 OUT-OF-SPEC CONCRETE -2,442.90 14 OUT-OF-STATE INSPECT -2,500.00 14 SOIL CEM. NON-COMPL 260,709.00 14 LATE LANE CLOS. 26,100.00 18 INTEREST PAYMENTS 131.59 19 S5 ABT#12 -800.00 19 S5-805 BENT 15 PILES -4,880.00 19 CONE NON-COMPLIANCE -633.60 20 NON-COMPL ELECT SUB -227.30 24 RESTAKING CHARGES -2,380.00 28 LATE ELECT DIARY -454.54 31 CONC STRENGTH DECK -21,440.00 40 -21,440.00 -416,949.28 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCUMENTS -10,000.00 05 DOCS RECD 10,000.00 06 O/S DOCS -10,000.00 19 DOCS RECD 10,000.00 21 O/S DOCS -10,000.00 30 DOCS RECD 10,000.00 33 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS MARCH -10,000.00 01 O/S PRS APRIL -10,000.00 02 O/S PRS MAY -10,000.00 03 PRS RECD MARCH 10,000.00 03 O/S PRS JUNE -10,000.00 04 O/S PRS JULY -10,000.00 05 PRS RECD JUNE 10,000.00 05 O/S PRS AUG -10,000.00 06 PRS RECD JULY 10,000.00 06 O/S PRS SEPT -10,000.00 07 PRS RECD MAY 10,000.00 07 O/S PRS OCT -10,000.00 08 PRS RECD AUG 10,000.00 08 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 06/20/05 EST. NO.40 TIME 01:00 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS NOV -10,000.00 09 PRS RECD OCT 10,000.00 09 O/S PRS DEC -10,000.00 10 O/S PRS JAN -10,000.00 11 PRS RECD NOV 10,000.00 11 PRS RECD DEC 10,000.00 11 O/S PRS FEB 03 -10,000.00 12 PRS RECD APRIL 02 10,000.00 12 PRS RECD JAN 03 10,000.00 12 O/S PRS MARCH -10,000.00 13 PRS RECD FEB 10,000.00 13 O/S PRS MAY -10,000.00 16 PRS RECD APRIL 10,000.00 16 APRIL CORRECTION -10,000.00 17 O/S PRS JUNE -10,000.00 17 O/S PRS JULY -10,000.00 18 O/S PRS AUG -10,000.00 19 O/S PRS SEPT 03 -10,000.00 20 PRS RECD JULY 03 10,000.00 20 O/S PRS OCT -10,000.00 21 PRS RECD SEPT 10,000.00 21 O/S PRS NOV -10,000.00 22 PRS RECD SEPT 03 10,000.00 22 O/S PS DEC -10,000.00 23 PRS RECD OCT 10,000.00 23 PRS RECD MARCH 03 10,000.00 26 PRS RECD MAY 03 10,000.00 26 PRS RECD DEC 03 10,000.00 26 O/S PRS APRIL -10,000.00 27 PRS RECD AUG 10,000.00 27 O/S PRS JUNE 04 -10,000.00 29 PRS RECD JUNE 03 10,000.00 29 PRS RECD APR 04 10,000.00 29 PRS RECD NOV 03 10,000.00 29 O/S PRS JULY -10,000.00 30 PRS RECD JUNE 10,000.00 30 O/S PRS AUG -10,000.00 31 O/S PRS SEPT -10,000.00 32 O/S PRS OCT -10,000.00 33 PRS RECD JULY 10,000.00 33 PRS RECD OCT 10,000.00 34 O/S PRS DEC -10,000.00 35 PRS RECD AUG 10,000.00 35 O/S PRS JAN 05 -10,000.00 36 O/S PRS FEB 05 -10,000.00 37 PRS RECD SEPT 04 10,000.00 37 PRS RECD DEC 04 10,000.00 37 PRS RECD JAN 05 10,000.00 37 O/S PRS MARCH -10,000.00 38 PRS RECD FEB 10,000.00 38 O/S PRS APRIL -10,000.00 39 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 06/20/05 EST. NO.40 TIME 01:00 PM R.E. NAME: KHAN, MOHAMMED 11-0301U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS MAY -10,000.00 40 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -31,440.00 -446,949.28 PROGRAM CAS145 PAGE 1 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:00 PM ESTIMATE NO. 40 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 06/20/05 LOCATION PROGRESS ESTIMATE 11-SD-5-R28.3/R37.0 ----------------- E.L. YEAGER CONSTRUCTION CO. IN SAN DIEGO COUNTY AT VARIOUS INC. LOCATIONS 3063 E.CARMEL VALLEY RD. SAN DIEGO,CA 92130 FED. AID NO. ACIM-X073(59)N ,STPL-6066(39)N WIDEN FREEWAY 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 150,000.0000 150,000.00 0.750 112,500.00 02 TIME-RELATED OVERHEAD WDAY 4,000.0000 4,400,000.00 20.000 80,000.00 746.000 2,984,000.00 03 TEMPORARY FENCE (TYPE ESA) M 14.0000 20,300.00 1,918.000 26,852.00 04 TEMPORARY CHAIN LINK FENCE M 36.0000 97,200.00 2,045.000 73,620.00 (TYPE CL-1.8, SLATTED) 05 TEMPORARY CHAIN LINK GATE EA 550.0000 6,050.00 10.000 5,500.00 06 600 MM TEMPORARY CULVERT M 225.0000 29,250.00 61.000 13,725.00 07 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 550,000.0000 550,000.00 0.020 11,000.00 0.680 374,000.00 09 TEMPORARY EROSION CONTROL M2 0.2500 88,250.00 80,882.000 20,220.50 S) 10 TEMPORARY FIBER ROLL M 6.0000 198,000.00 14,275.000 85,650.00 11 TEMPORARY GRAVEL BAG EA 3.5000 19,250.00 0.000 0.00 12 TEMPORARY CONCRETE WASHOUT EA 1,000.0000 20,000.00 12.000 12,000.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 210,000.00 19.000 114,000.00 14 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.007 525.00 0.671 50,325.00 S) 15 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.018 14,400.00 0.678 542,400.00 S) 16 TYPE III BARRICADE EA 60.0000 1,200.00 4.000 240.00 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 22.0000 2,750.00 335.400 7,378.80 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 19,900.00 33,888.440 33,888.44 S) 19 TRAFFIC PLASTIC DRUM EA 36.0000 18,720.00 16.000 576.00 222.000 7,992.00 20 FLASHING BEACON (PORTABLE) EA 1,100.0000 2,200.00 0.000 0.00 S) 21 TEMPORARY PAVEMENT MARKER EA 3.5000 17,920.00 5,446.000 19,061.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 60,000.00 0.109 1,090.00 4.069 40,690.00 PROGRAM CAS145 PAGE 2 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:00 PM ESTIMATE NO. 40 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 30.0000 768,000.00 225.600 6,768.00 20,052.006 601,560.18 24 TEMPORARY CRASH CUSHION MODULE EA 185.0000 85,100.00 14.000 2,590.00 387.000 71,595.00 25 TEMPORARY CRASH CUSHION (ADIEM) EA 13,500.0000 162,000.00 9.000 121,500.00 26 ABANDON CULVERT EA 1,800.0000 19,800.00 4.000 7,200.00 27 ABANDON PIPELINE EA 1,000.0000 3,000.00 2.000 2,000.00 28 REMOVE FENCE M 10.0000 46,740.00 2,367.000 23,670.00 29 REMOVE METAL BEAM GUARD RAILING M 17.0000 49,470.00 39.000 663.00 4,015.430 68,262.31 30 REMOVE CABLE RAILING M 17.0000 2,550.00 0.000 0.00 31 REMOVE TRAFFIC STRIPE (YELLOW) M2 20.0000 20,600.00 1,098.994 21,979.88 32 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 12.0000 119,640.00 5,400.170 64,802.04 MARKING 33 REMOVE CHANNELIZERS EA 2.0000 340.00 0.000 0.00 34 REMOVE ROADSIDE SIGN EA 100.0000 2,800.00 2.000 200.00 35 REMOVE SIGN STRUCTURE EA 3,500.0000 49,000.00 2.000 7,000.00 4.000 14,000.00 36 REMOVE CULVERT EA 4,200.0000 21,000.00 2.000 8,400.00 4.000 16,800.00 37 REMOVE INLET EA 800.0000 5,600.00 9.000 7,200.00 38 RECONSTRUCT TYPE 9 BRIDGE RAILING M 300.0000 600.00 2.000 600.00 39 RESET ROADSIDE SIGN EA 200.0000 4,000.00 6.000 1,200.00 40 RELOCATE SIGN STRUCTURE EA 2,800.0000 5,600.00 0.000 0.00 S) 41 RELOCATE WATER METER EA 500.0000 500.00 0.000 0.00 42 MODIFY INLET EA 750.0000 3,750.00 1.000 750.00 3.000 2,250.00 43 MODIFY SIGN STRUCTURE EA 5,200.0000 57,200.00 0.000 0.00 S) 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 58.0000 2,958.00 0.000 0.00 S) (75 MM MAXIMUM) 45 REMOVE CONCRETE M3 100.0000 54,000.00 6.880 688.00 87.900 8,790.00 46 REMOVE CONCRETE (STRUCTURE) M3 125.0000 203,750.00 907.620 113,452.50 47 REMOVE CONCRETE CURB M 16.0000 1,456.00 0.000 0.00 48 REMOVE CONCRETE CURB AND SIDEWALK M 26.0000 14,820.00 86.100 2,238.60 49 REMOVE CONCRETE BARRIER M 17.0000 33,660.00 229.200 3,896.40 PROGRAM CAS145 PAGE 3 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:00 PM ESTIMATE NO. 40 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE ISLAND (PORTIONS) M3 85.0000 11,050.00 60.660 5,156.10 51 CAP INLET EA 800.0000 9,600.00 1.000 800.00 5.000 4,000.00 52 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 53 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 0.500 10,000.00 54 BRIDGE REMOVAL (PORTION), LOCATION C LS 28,000.0000 28,000.00 1.000 28,000.00 55 BRIDGE REMOVAL (PORTION), LOCATION D LS 28,000.0000 28,000.00 0.750 21,000.00 56 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 57 DEVELOP WATER SUPPLY LS 82,800.0000 82,800.00 0.017 1,407.60 0.677 56,055.60 58 ROADWAY EXCAVATION M3 5.5000 3,957,800.00 12,544.000 68,992.00 506,052.800 2,783,290.40 59 ROADWAY EXCAVATION (TYPE Y) M3 12.0000 127,200.00 1,444.000 17,328.00 9,292.000 111,504.00 (AERIALLY DEPOSITED LEAD) 60 LEAD COMPLIANCE PLAN LS 20,000.0000 20,000.00 0.195 3,900.00 1.000 20,000.00 61 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 104,825.00 285.000 7,125.00 4,473.250 111,831.25 F) 62 STRUCTURE EXCAVATION (TYPE D) M3 175.0000 18,900.00 108.000 18,900.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 1,297,740.00 18,828.290 376,565.80 F) 64 STRUCTURE BACKFILL (BRIDGE) M3 105.0000 159,600.00 17.300 1,816.50 534.180 56,088.90 F) 65 ISOLATION CASING BACKFILL M3 60.0000 28,740.00 491.610 29,496.60 F) 66 STRUCTURE BACKFILL (RETAINING WALL) M3 43.0000 1,593,709.00 364.850 15,688.55 13,347.310 573,934.33 F) 67 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 173,100.00 5.700 342.00 1,001.470 60,088.20 F) WALL) 68 SAND BACKFILL M3 100.0000 192,000.00 19.350 1,935.00 69 DITCH EXCAVATION M3 30.0000 8,100.00 35.000 1,050.00 70 PLANTABLE GEOSYNTHETIC REINFORCED WALL M2 450.0000 8,852,400.00 9,315.200 4,191,840.00 71 STONE COLUMN (1.1 M) M 56.0000 1,349,600.00 5,316.100 297,701.60 33,572.500 1,880,060.00 S) 72 SOIL CEMENT M3 80.0000 1,704,000.00 22,547.690 1,803,815.20 S) 73 PREFABRICATED VERTICAL DRAIN M 2.5000 121,250.00 34,327.000 85,817.50 S) 74 HIGHWAY PLANTING LS 650,000.0000 650,000.00 0.017 11,050.00 S) 75 IMPORTED TOPSOIL M3 20.0000 82,400.00 4,830.000 96,600.00 S) 76 FIBER (HYDROSEED) KG 0.6000 13,020.00 323.000 193.80 S) PROGRAM CAS145 PAGE 4 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:00 PM ESTIMATE NO. 40 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TEMPORARY EROSION CONTROL (TYPE 2) M2 0.6000 70,800.00 0.000 0.00 S) 78 TEMPORARY EROSION CONTROL (TYPE 3) M2 0.6000 58,800.00 28,242.000 16,945.20 S) 79 COMPOST (HYDROSEED) KG 0.1000 2,300.00 342.000 34.20 S) 80 MOVE IN/MOVE OUT (EROSION CONTROL) EA 400.0000 4,000.00 2.000 800.00 S) 81 PURE LIVE SEED (HYDROSEED 1) KG 200.0000 26,000.00 0.280 56.00 S) 82 PURE LIVE SEED (HYDROSEED 2) KG 190.0000 34,200.00 0.000 0.00 S) 83 PURE LIVE SEED (HYDROSEED 3) KG 220.0000 2,420.00 0.000 0.00 S) 84 PURE LIVE SEED (SEEDING 1) KG 160.0000 112.00 0.000 0.00 S) 85 PURE LIVE SEED (SEEDING 2) KG 160.0000 6,400.00 0.000 0.00 S) 86 STABILIZING EMULSION (HYDROSEED) KG 2.0000 4,000.00 23.000 46.00 S) 87 COMMERCIAL FERTILIZER (HYDROSEED) KG 1.0000 350.00 4.750 4.75 S) 88 BONDED FIBER MATRIX (HYDROSEED) KG 2.5000 5,875.00 0.000 0.00 S) 89 TRANSPLANT TREE EA 100.0000 800.00 4.000 400.00 S) 90 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.088 8,800.00 S) 91 IRRIGATION SYSTEM LS 500,000.0000 500,000.00 0.095 47,500.00 S) 92 40 MM WATER METER EA 20,000.0000 20,000.00 0.000 0.00 93 50 MM WATER METER EA 25,000.0000 100,000.00 0.000 0.00 94 250 MM CORRUGATED HIGH DENSITY M 65.0000 20,800.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 95 EXTEND 250 MM CONDUIT M 270.0000 5,400.00 18.100 4,887.00 96 CLASS 4 AGGREGATE SUBBASE M3 53.0000 33,920.00 664.720 35,230.16 97 CLASS 2 AGGREGATE BASE M3 24.0000 1,502,400.00 5,217.000 125,208.00 19,425.560 466,213.44 98 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 550.0000 7,700.00 0.000 0.00 99 ASPHALT CONCRETE (TYPE A) TONN 50.0000 1,160,000.00 2,200.610 110,030.50 5,223.565 261,178.25 00 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 2,535,000.00 3,657.625 182,881.25 17,624.595 881,229.75 01 PLACE ASPHALT CONCRETE DIKE M 2.0000 18,000.00 534.000 1,068.00 02 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 23.0000 42,320.00 562.000 12,926.00 783.000 18,009.00 AREA) 03 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 3,600.00 2.214 664.20 PROGRAM CAS145 PAGE 5 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:00 PM ESTIMATE NO. 40 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE PAVEMENT M3 150.0000 4,950,000.00 8,062.112 1,209,316.80 05 SEAL PAVEMENT JOINT M 4.0000 208,800.00 2,125.000 8,500.00 06 FURNISH STEEL PILING (HP 305 X 110) M 40.0000 240,400.00 5,890.630 235,625.20 07 DRIVE STEEL PILE (HP 305 X 110) EA 2,300.0000 598,000.00 255.000 586,500.00 08 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 330,970.00 24.510 5,637.30 1,832.890 421,564.70 S) PILING 09 1.0 M CAST-IN-DRILLED-HOLE CONCRETE M 800.0000 67,200.00 83.680 66,944.00 S) PILING 10 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,170.0000 1,404,000.00 1,228.430 1,437,263.10 S) PILING 11 1.7 M CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 251,200.00 164.850 263,760.00 S) PILING 12 2.3 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 1,550,000.00 774.250 1,548,500.00 S) PILING 13 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 408,800.00 153.730 430,444.00 S) PILING 14 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 2,650.0000 646,600.00 244.210 647,156.50 S) PILING 15 3.2 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 1,440,000.00 358.550 1,434,200.00 S) PILING 16 3.8 M CAST-IN-DRILLED-HOLE CONCRETE M 5,700.0000 433,200.00 72.180 411,426.00 S) PILING 17 1.5 M PERMANENT STEEL CASING M 450.0000 540,000.00 1,204.998 542,249.10 S) 18 1.7 M PERMANENT STEEL CASING M 1,175.0000 184,475.00 164.850 193,698.75 S) 19 2.3 M PERMANENT STEEL CASING M 920.0000 713,000.00 773.020 711,178.40 S) 20 2.6 M PERMANENT STEEL CASING M 2,400.0000 350,400.00 145.210 348,504.00 S) 21 3.2 M PERMANENT STEEL CASING M 1,500.0000 540,000.00 359.340 539,010.00 S) 22 3.8 M PERMANENT STEEL CASING M 3,150.0000 239,400.00 76.740 241,731.00 S) 23 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 620.0000 125,240.00 203.530 126,188.60 S) PILING (ROCK SOCKET) 24 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 18,200.00 25.770 18,039.00 S) PILING (ROCK SOCKET) 25 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 1,150.0000 554,300.00 482.000 554,300.00 S) PILING (ROCK SOCKET) 26 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 1,730.0000 243,930.00 146.080 252,718.40 S) PILING (ROCK SOCKET) 27 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 780,000.00 301.830 784,758.00 S) PILING (ROCK SOCKET) 28 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 298,200.00 76.180 319,956.00 S) PILING (ROCK SOCKET) 29 PRESTRESSING CAST-IN-PLACE CONCRETE LS 725,000.0000 725,000.00 0.925 670,625.00 S) 30 PRESTRESSING LS 50,000.0000 50,000.00 1.000 50,000.00 S) PROGRAM CAS145 PAGE 6 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:00 PM ESTIMATE NO. 40 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 79,750.00 269.580 74,134.50 F) 32 STRUCTURAL CONCRETE, BRIDGE M3 550.0000 15,961,000.00 107.530 59,141.50 25,703.760 14,137,068.00 F) 33 STRUCTURAL CONCRETE, RETAINING WALL M3 330.0000 292,380.00 886.000 292,380.00 F) 34 RIVER ROCK ARCHITECTURAL TEXTURE M2 40.0000 474,240.00 4,540.020 181,600.80 F) 35 STUCCO ARCHITECTURAL TEXTURE M2 54.0000 12,312.00 0.000 0.00 F) 36 STRUCTURAL CONCRETE, APPROACH SLAB M3 720.0000 630,720.00 313.000 225,360.00 F) (TYPE N) 37 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,900.0000 38,000.00 0.000 0.00 F) (TYPE R) 38 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,700.0000 88,400.00 63.460 107,882.00 F) 39 CLASS 2 CONCRETE (RETAINING WALL) M3 310.0000 4,302,800.00 17.140 5,313.40 4,639.700 1,438,307.00 F) 40 MINOR CONCRETE (MINOR STRUCTURE) M3 1,450.0000 938,150.00 44.970 65,206.50 426.180 617,961.00 F) 41 PAVING NOTCH EXTENSION M3 1,500.0000 4,500.00 0.000 0.00 F) 42 HEAVY BLAST TEXTURE M2 53.0000 5,830.00 110.000 5,830.00 F) 43 FRACTURED FIN TEXTURE M2 190.0000 9,500.00 50.000 9,500.00 F) 44 DRILL AND BOND DOWEL M 75.0000 5,025.00 44.200 3,315.00 45 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 100,000.00 4.000 100,000.00 S) BULB-TEE GIRDER (30 M-35 M) 46 FURNISH PRECAST PRESTRESSED CONCRETE EA 27,000.0000 216,000.00 8.000 216,000.00 S) BULB-TEE GIRDER (35 M-40 M) 47 ERECT PRECAST PRETENSIONED GIRDER EA 20,000.0000 240,000.00 12.000 240,000.00 S) 48 RETAINING WALL (MASONRY WALL) M2 105.0000 2,835.00 0.000 0.00 49 PTFE BEARING EA 4,300.0000 34,400.00 8.000 34,400.00 S) 50 PTFE SPHERICAL BEARING EA 5,200.0000 187,200.00 4.000 20,800.00 32.000 166,400.00 S) 51 JOINT SEAL (MR 30 MM) M 140.0000 6,300.00 0.000 0.00 S) 52 JOINT SEAL (MR 15 MM) M 120.0000 5,520.00 0.000 0.00 S) 53 JOINT SEAL ASSEMBLY (MR 60 MM) M 400.0000 18,400.00 0.000 0.00 S) 54 JOINT SEAL ASSEMBLY (MR 70 MM) M 380.0000 4,940.00 0.000 0.00 S) 55 JOINT SEAL ASSEMBLY (MR 80 MM) M 360.0000 8,640.00 0.000 0.00 S) 56 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,300.0000 32,500.00 0.000 0.00 S) 57 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 93,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:00 PM ESTIMATE NO. 40 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 1,600.0000 38,400.00 0.000 0.00 S) 59 JOINT SEAL (MR 40 MM) M 140.0000 8,960.00 0.000 0.00 S) 60 JOINT SEAL (MR 50 MM) M 200.0000 12,600.00 38.860 7,772.00 S) 61 JOINT SEAL (MR 50 MM - TYPE B) M 230.0000 13,800.00 0.000 0.00 S) 62 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 8,991,500.00 27,156.370 27,156.37 8,572,966.560 8,572,966.56 SF) 63 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 968,067.60 313,782.698 376,539.24 SF) 64 COLUMN CASING KG 11.0000 95,700.00 0.000 0.00 SF) 65 ISOLATION CASING KG 1.0000 232,300.00 240,202.400 240,202.40 SF) 66 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.0000 10,326.00 0.000 0.00 F) WITH WALKWAY) 67 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 4,533.00 0.000 0.00 SF)WITH WALKWAY) 68 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.0000 886,825.00 0.000 0.00 F) 69 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 177,365.00 0.000 0.00 SF) 70 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 27,800.00 0.000 0.00 F) 71 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 5,560.00 0.000 0.00 SF) 72 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 315,890.00 0.000 0.00 F) 73 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 61,078.00 0.000 0.00 SF) 74 760 MM CAST-IN-DRILLED-HOLE M 1,000.0000 50,000.00 4.500 4,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 75 920 MM CAST-IN-DRILLED-HOLE M 1,100.0000 165,000.00 54.300 59,730.00 S) CONCRETE PILE (SIGN FOUNDATION) 76 1070 MM CAST-IN-DRILLED-HOLE M 1,400.0000 294,000.00 35.800 50,120.00 S) CONCRETE PILE (SIGN FOUNDATION) 77 1220 MM CAST-IN-DRILLED-HOLE M 1,600.0000 40,000.00 11.000 17,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 78 METAL (BARRIER MOUNTED SIGN) KG 33.0000 36,960.00 0.000 0.00 79 ROADSIDE SIGN - ONE POST EA 235.0000 18,330.00 1.000 235.00 80 ROADSIDE SIGN - TWO POST EA 600.0000 8,400.00 0.000 0.00 81 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 1,300.00 0.000 0.00 METHOD) 82 PREPARE AND STAIN CONCRETE M2 27.0000 320,085.00 4,098.670 110,664.09 F) 83 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 11,100.00 167.996 50,398.80 84 600 MM ALTERNATIVE PIPE CULVERT M 140.0000 940,800.00 316.560 44,318.40 4,495.360 629,350.40 PROGRAM CAS145 PAGE 8 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:00 PM ESTIMATE NO. 40 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 750 MM ALTERNATIVE PIPE CULVERT M 150.0000 70,500.00 431.300 64,695.00 86 900 MM ALTERNATIVE PIPE CULVERT M 350.0000 27,300.00 14.000 4,900.00 87 1050 MM ALTERNATIVE PIPE CULVERT M 500.0000 10,500.00 263.500 131,750.00 88 300 MM POLYVINYL CHLORIDE PIPE (CL 200) M 425.0000 18,700.00 77.700 33,022.50 89 400 MM POLYVINYL CHLORIDE PIPE (CL 200) M 400.0000 76,000.00 187.500 75,000.00 90 1350 MM HIGH DENSITY POLYETHYLENE PIPE M 390.0000 39,000.00 0.000 0.00 (TYPE S) 91 HIGH DENSITY POLYETHYLENE PIPE LINING M3 150.0000 12,000.00 0.000 0.00 GROUT 92 750 MM REINFORCED CONCRETE PIPE M 250.0000 82,500.00 324.400 81,100.00 93 1200 MM REINFORCED CONCRETE PIPE M 360.0000 21,600.00 0.000 0.00 94 600 MM REINFORCED CONCRETE PIPE M 520.0000 45,760.00 74.400 38,688.00 (CLASS V) 95 750 MM REINFORCED CONCRETE PIPE M 820.0000 22,960.00 33.800 27,716.00 (CLASS V) 96 1050 MM REINFORCED CONCRETE PIPE M 440.0000 11,440.00 28.000 12,320.00 (CLASS V) 97 1350 MM REINFORCED CONCRETE PIPE M 430.0000 18,490.00 14.200 6,106.00 (CLASS V) 98 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,400.0000 28,000.00 0.000 0.00 (CLASS III) 99 2275 MM STRUCTURAL STEEL PLATE PIPE M 930.0000 25,110.00 18.000 16,740.00 (3.56 MM THICK) 00 200 MM BITUMINOUS COATED CORRUGATED M 250.0000 5,250.00 18.000 4,500.00 STEEL PIPE DOWNDRAIN 01 300 MM BITUMINOUS COATED CORRUGATED M 200.0000 7,400.00 22.000 4,400.00 STEEL PIPE DOWNDRAIN 02 600 MM BITUMINOUS COATED CORRUGATED M 210.0000 7,350.00 5.000 1,050.00 28.000 5,880.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 03 750 MM BITUMINOUS COATED CORRUGATED M 350.0000 8,750.00 8.000 2,800.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 04 1050 MM BITUMINOUS COATED CORRUGATED M 400.0000 4,800.00 10.000 4,000.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 05 450 MM BITUMINOUS COATED CORRUGATED M 240.0000 13,440.00 27.500 6,600.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 06 GRATED LINE DRAIN M 240.0000 184,800.00 96.000 23,040.00 116.400 27,936.00 07 900 MM CORRUGATED STEEL PIPE RISER M 360.0000 2,160.00 5.700 2,052.00 (1.63 MM THICK) 08 500 MM WELDED STEEL PIPE (9.53 MM THICK) M 730.0000 25,550.00 25.000 18,250.00 09 750 MM HEAVY DUTY AUTOMATIC EA 3,500.0000 7,000.00 1.800 6,300.00 DRAINAGE GATE PROGRAM CAS145 PAGE 9 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:00 PM ESTIMATE NO. 40 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 10 1200 MM HEAVY DUTY AUTOMATIC DRAINAGE EA 8,000.0000 32,000.00 0.000 0.00 GATE 11 300 MM GATE VALVE EA 2,200.0000 8,800.00 0.000 0.00 12 400 MM BUTTERFLY VALVE EA 2,600.0000 5,200.00 2.000 5,200.00 13 600 MM PRECAST CONCRETE PIPE RISER M 1,000.0000 5,000.00 5.000 5,000.00 5.000 5,000.00 14 900 MM REINFORCED CONCRETE PIPE RISER M 600.0000 16,200.00 18.700 11,220.00 15 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 3,975.00 0.000 0.00 16 ROCK SLOPE PROTECTION M3 70.0000 4,130.00 42.750 2,992.50 (BACKING NO. 2, METHOD B) 17 ROCK SLOPE PROTECTION (1T, METHOD B) M3 65.0000 14,950.00 171.000 11,115.00 18 CONCRETED-ROCK SLOPE PROTECTION M2 125.0000 7,125.00 0.000 0.00 (LIGHT, METHOD A) 19 SLOPE PAVING (CONCRETE) M3 520.0000 6,240.00 0.000 0.00 F) 20 MINOR CONCRETE (CHANNEL LINING) M3 300.0000 210,000.00 81.760 24,528.00 21 ROCK SLOPE PROTECTION FABRIC M2 4.0000 1,440.00 233.310 933.24 22 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 126,000.00 9.709 4,369.05 CONSTRUCTION) 23 MINOR CONCRETE (MISC CONSTRUCTION) M3 460.0000 404,800.00 78.920 36,303.20 COLORED CONCRETE 24 MINOR CONCRETE (GUTTER) M3 650.0000 16,900.00 24.740 16,081.00 25 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 54,000.00 0.000 0.00 26 MISCELLANEOUS IRON AND STEEL KG 3.0000 95,103.00 2,265.000 6,795.00 3,455.000 10,365.00 F) 27 MISCELLANEOUS METAL KG 4.0000 20,800.00 3,900.000 15,600.00 SF)(RESTRAINER - PIPE TYPE) 28 MISCELLANEOUS METAL KG 10.0000 145,300.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 29 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 3,500.00 67.500 337.50 SF) 30 BRIDGE DECK DRAINAGE SYSTEM KG 3.0000 78,660.00 23,495.000 70,485.00 SF) 31 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 292,500.00 989.600 49,480.00 S) 32 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 19,800.00 0.000 0.00 S) 33 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,100.0000 12,100.00 0.000 0.00 S) 34 DELINEATOR (CLASS 1) EA 20.0000 5,000.00 0.000 0.00 35 MILEPOST MARKER EA 30.0000 1,380.00 0.000 0.00 36 GUARD RAILING DELINEATOR EA 16.0000 2,720.00 16.000 256.00 PROGRAM CAS145 PAGE 10 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:00 PM ESTIMATE NO. 40 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 37 METAL BEAM GUARD RAILING (WOOD POST) M 55.0000 71,500.00 60.920 3,350.60 470.920 25,900.60 S) 38 CONCRETE BARRIER (TYPE 25) M 115.0000 599,265.00 1,824.100 209,771.50 F) 39 CONCRETE BARRIER (TYPE 25A) M 175.0000 218,925.00 161.250 28,218.75 F) 40 CONCRETE BARRIER (TYPE 25B) M 240.0000 43,200.00 40.000 9,600.00 41 CABLE RAILING M 21.0000 119,700.00 6.300 132.30 1,183.700 24,857.70 S) 42 END SECTION EA 155.0000 4,340.00 2.000 310.00 4.000 620.00 S) 43 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 70,000.00 5.000 10,000.00 10.000 20,000.00 S) 44 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 625.0000 12,500.00 5.000 3,125.00 6.000 3,750.00 S) 45 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 825.0000 8,250.00 2.000 1,650.00 S) 46 RETURN SECTION EA 120.0000 1,200.00 2.000 240.00 S) 47 CRASH CUSHION, SAND FILLED EA 4,000.0000 24,000.00 0.000 0.00 S) 48 CRASH CUSHION (ADIEM) EA 15,500.0000 15,500.00 0.000 0.00 S) 49 CONCRETE BARRIER (TYPE 60) M 100.0000 550,000.00 0.000 0.00 50 CONCRETE BARRIER (TYPE 60A) M 120.0000 62,160.00 0.000 0.00 F) 51 CONCRETE BARRIER (TYPE 60C) M 180.0000 135,000.00 0.000 0.00 52 CONCRETE BARRIER (TYPE 60D) M 80.0000 262,400.00 656.000 52,480.00 967.000 77,360.00 53 CONCRETE BARRIER (TYPE 60E) M 335.0000 559,450.00 0.000 0.00 54 THERMOPLASTIC PAVEMENT MARKING M2 33.0000 101,970.00 103.210 3,405.93 S) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 14,640.00 1,798.000 1,438.40 S) 56 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 16,680.00 271.000 813.00 S) 57 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,900.00 834.000 2,085.00 S) (BROKEN 3.66 M - 0.92 M) 58 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,050.00 0.000 0.00 S) (BROKEN 11.00 M - 3.5 M) 59 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 104,000.00 77,731.000 38,865.50 S) 60 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 61 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 35,700.00 15,489.000 15,489.00 S) 62 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 52,500.00 6,096.000 18,288.00 S) 63 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:00 PM ESTIMATE NO. 40 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 64 SIGNAL AND LIGHTING (LOCATION 2) LS 75,000.0000 75,000.00 0.000 0.00 S) 65 LIGHTING AND SIGN ILLUMINATION LS 1300,000.0000 1,300,000.00 0.023 29,900.00 0.206 267,800.00 S) 66 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.080 1,600.00 0.650 13,000.00 S) (LOCATION 1) 67 CHANGEABLE MESSAGE SIGN SYSTEM LS 75,000.0000 75,000.00 0.010 750.00 0.940 70,500.00 S) (LOCATION 2) 68 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 S) (LOCATION 3) 69 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.110 2,200.00 0.830 16,600.00 S) (LOCATION 4) 70 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 1,700.0000 5,100.00 0.000 0.00 S) (TYPE A) 71 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,200.0000 6,600.00 0.000 0.00 S) (TYPE B) 72 LIGHTING CONDUIT (BRIDGE) M 21.0000 66,990.00 1,544.000 32,424.00 S) 73 ELECTRIC SERVICE (IRRIGATION) LS 18,000.0000 18,000.00 0.400 7,200.00 S) 74 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.220 5,500.00 S) 75 TRAFFIC MONITORING STATION (LOCATION 2) LS 35,000.0000 35,000.00 0.300 10,500.00 S) 76 TRAFFIC MONITORING STATION (LOCATION 3) LS 48,000.0000 48,000.00 0.110 5,280.00 S) 77 TRAFFIC MONITORING STATION (LOCATION 4) LS 45,000.0000 45,000.00 0.330 14,850.00 S) 78 TRAFFIC MONITORING STATION (LOCATION 5) LS 11,000.0000 11,000.00 0.020 220.00 0.300 3,300.00 S) 79 FIBER OPTIC COMMUNICATION SYSTEM LS 950,000.0000 950,000.00 0.054 51,300.00 0.514 488,300.00 S) 80 RAMP METERING SYSTEM (LOCATION 1) LS 110,000.0000 110,000.00 0.000 0.00 S) 81 RAMP METERING SYSTEM (LOCATION 2) LS 65,000.0000 65,000.00 0.000 0.00 S) 82 RAMP METERING SYSTEM (LOCATION 3) LS 90,000.0000 90,000.00 0.600 54,000.00 S) 83 REMOVE RAMP METERING SYSTEM LS 4,000.0000 4,000.00 0.000 0.00 84 150 MM FIRE HYDRANT ASSEMBLY EA 2,500.0000 2,500.00 0.000 0.00 85 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 86 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 25,000.0000 25,000.00 0.018 450.00 0.677 16,925.00 SYSTEM DATA DELIVERY 87 SEAL LONGITUDINAL ISOLATION JOINT M 1.0000 32,400.00 0.000 0.00 88 WATER METER (BUILDING) EA 3,000.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 06/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0301U4 TIME 01:00 PM ESTIMATE NO. 40 BID OPENING 01/24/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: KHAN, MOHAMMED DATE OF THIS ESTIMATE 06/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,399,873.37 64,346,129.99 ADJUSTMENT OF COMPENSATION 0.00 1,577,337.96 EXTRA WORK 233,281.43 4,181,752.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,633,154.80 70,105,220.18 89 MOBILIZATION LS 9500,000.0000 9,500,000.00 1.000 9,500,000.00 ORIGINAL CONTRACT AMOUNT 109,174,194.60 TOTAL WORK COMPLETED 1,633,154.80 79,605,220.18 MATERIALS ON HAND ON SITE 3,722,862.51 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -31,440.00 -446,949.28 TOTAL 1,601,714.80 82,881,133.41 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 03/12/02 1850 03/27/02 03/27/02 11/27/07 745 62 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY KHAN, MOHAMMED RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/05