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 04/25/07 EST. NO.52 TIME 02:00 PM R.E. NAME: SANDOVAL, MARTIN 07-1257U4 --------------------------------------------------------------------------- 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 2068 918.77 E.W. @ F.A.(+) 010907 Y 1760.0 2070 2,218.02 110706 N 1809.0 2080 1,224.14 061306 N 1873.0 2082 2,928.91 070706 N 1875.0 2084 409.41 032907 Y 1920.0 2085 3,000.25 013007 Y 1850.0 2086 3,945.96 030707 Y 1851.0 2087 45.56 030707 Y 1852.0 2088 285.53 031307 Y 1853.0 2090 329.89 031607 Y 1855.0 2091 311.14 012607 Y 1917.0 2093 834.14 020907 N 1938.0 002 0139 107.25 E.W. @ F.A.(+) 020807 N 1899 0 0140 968.01 031507 N 1901 0 0141 262.43 022307 N 1900 0 006 0017 412.50 E.W. @ F.A.(+) 022307 Y 1921.0 016 0005 2,064.23 E.W. @ F.A.(+) 111706 N 1906 0 0006 2,064.23 110206 N 1905 0 0007 944.72 030807 N 1904 0 017 0008 131.86 E.W. @ F.A.(+) 020806 Y 1925.0 0009 139.68 022807 Y 1856.0 021 0019 489.57 E.W. @ F.A.(+) 022807 N 1907 0 022 0073 208.38 E.W. @ F.A.(+) 120806 Y 1748.1 044 0036 1,440.84 E.W. @ F.A.(+) 021207 N 1909 0 0037 540.87 020807 N 1908 0 0038 2,297.45 021307 N 1910 0 0040 3,708.30 080106 N 1876.0 0041 2,222.24 081406 N 1878.0 0042 1,412.24 101806 N 1887.0 051 0002 1,571.76 E.W. @ F.A.(+) 011807 Y 1926.0 0003 1,435.71 011907 Y 1927.0 061 0007 322.68 E.W. @ F.A.(+) 022607 N 1911 0 0008 496.74 032007 N 1914 0 0009 1,270.70 031407 N 1912 0 0010 591.60 031907 N 1913 0 0011 267.49 011007 Y 1928.0 063 0012 1,669.76 E.W. @ F.A.(+) 032706 N 1915 0 0013 115.30 090806 N 1883.0 064 0060 5,505.73 E.W. @ F.A.(+) 042506 N 1863.0 0061 4,325.94 042706 N 1864.0 066 0080 2,791.03 E.W. @ F.A.(+) 041206 N 1861.0 0081 2,526.62 041306 N 1862.0 0082 650.53 122106 Y 1929.0 076 0001 107.19 E.W. @ F.A.(+) 020807 N 1779 0 090 0010 385.61 E.W. @ F.A.(+) 031907 Y 1930.0 095 0011 1,015.16 E.W. @ F.A.(+) 090506 N 1880.0 0012 470.80 090606 N 1881.0 0013 470.80 090706 N 1882.0 098 0007 821.80 E.W. @ F.A.(+) 081406 N 1877.0 0008 833.97 081606 N 1879.0 099 0002 2,290.48 E.W. @ F.A.(+) 071406 N 1935 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 04/25/07 EST. NO.52 TIME 02:00 PM R.E. NAME: SANDOVAL, MARTIN 07-1257U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0003 1,291.65 071706 N 1936 0 101 0004 158.05 E.W. @ F.A.(+) 013107 N 1848.0 103 0015 1,328.13 E.W. @ F.A.(+) 101006 N 1884.0 106 0007 3,270.14 E.W. @ F.A.(+) 020707 N 1805.0 0023 88.03 121806 Y 1932.0 0024 279.37 122006 Y 1933.0 0025 229.99 122106 Y 1934.0 72,449.28 TOTAL THIS ESTIMATE 5,698,807.19 TOTAL PREVIOUS ESTIMATE 5,771,256.47 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 04/25/07 EST. NO.52 TIME 02:00 PM R.E. NAME: SANDOVAL, MARTIN 07-1257U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE REOPENI -43,000.00 08 CORING DEPTH MED369- -179.78 18 CORING DEPTH WB60-38 -5,163.40 18 PCCP OUT OF CONTRACT -3,846.80 18 PCCP THICK DEFI10/28 -5,612.24 21 PCCP THICK DEFI10/19 -7,144.83 21 LATETRAFFICCLOSURE -34,400.00 23 PCC OUT OF CON COMPL -1,769.85 24 PCCP CORING RESULTS -2,156.50 26 RESTAKING CHARGES -21,720.00 26 CIDH PILES DEDUCTION -40,928.65 27 PCCP CORING DEDUCTIO -5,922.00 28 SHORTCRETE IN PLACE -1,110.00 28 CIDH PILE HOV53-2918 -1,233.98 31 CIDH PLS@CONN53-2918 -8,071.13 32 PCCP THICKNESS DEF -1,021.70 33 PCCP THICKNESS DEF. -4,418.25 39 LEGAL COSTS -5,000.00 45 RE-STAKING CHARGES -23,120.00 48 PCC THICKNESS DEFIC -15,860.66 50 0.00 -231,679.77 LABOR COMPLIANCE VIOLATION AMERICAN -10,000.00 03 AMERICAN 10,000.00 04 CGO -10,000.00 04 PAYROLLS AUG -10,000.00 05 CGO 10,000.00 06 PAYROLLS AUG 10,000.00 06 OCTOBER PAYROLL -10,000.00 07 NOVEMBER PAYROLL -10,000.00 08 JAN PAYROLL -10,000.00 10 NOVEMBER PAYROLL 10,000.00 10 OCTOBER PAYROLL 10,000.00 10 JAN PAYROLL 10,000.00 11 MARCH PAYROLL -10,000.00 12 APRIL PAYROLL -10,000.00 13 JUNE PAYROLL -10,000.00 14 JULY PAYROLLS -10,000.00 16 APR PAYROLL 10,000.00 17 JUNE PAYROLL 10,000.00 17 MAR PAYROLL 10,000.00 17 SEPT PAYROLL -10,000.00 18 JULY PAYROLLS 10,000.00 20 SEPT PAYROLL 10,000.00 20 OCTOBER 2004 PAYROLL -10,000.00 21 NOV. 04 -10,000.00 22 DEC '04 -10,000.00 23 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 04/25/07 EST. NO.52 TIME 02:00 PM R.E. NAME: SANDOVAL, MARTIN 07-1257U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- NOV '04 10,000.00 23 JAN.'05 -10,000.00 24 FEB -10,000.00 25 MARCH 05 -10,000.00 26 APRIL 05 -10,000.00 27 DEC '04 10,000.00 27 JAN '05 10,000.00 27 OCTOBER 2004 PAYROLL 10,000.00 27 APRIL 05 10,000.00 28 MAY -10,000.00 28 JUNE 2005 -10,000.00 29 FEB 05 10,000.00 30 JULY 05 -10,000.00 30 JUNE 2005 10,000.00 30 MARCH 05 10,000.00 30 JULY 05 10,000.00 31 SEPT 05 -10,000.00 32 SEP 05 10,000.00 33 OCT 05 -10,000.00 33 NOV 05 -10,000.00 34 DEC 05 -10,000.00 35 MARCH 06 -10,000.00 37 OCT 05 10,000.00 37 FEB 06 -10,000.00 38 APRIL 06 -10,000.00 39 MAY 06 -10,000.00 40 MARCH 06 10,000.00 41 APRIL 06 10,000.00 41 JUNE 06 -10,000.00 41 NOV 05 10,000.00 41 JULY 06 -10,000.00 42 AUGUST 06 -10,000.00 44 FEB 06 10,000.00 44 MAY 06 10,000.00 45 SEPT 06 -10,000.00 45 AUGUST 06 10,000.00 46 OCT 06 -10,000.00 46 JULY 06 10,000.00 48 JUNE 06 10,000.00 48 MAY 05 10,000.00 48 OCT 06 10,000.00 48 SEPT 06 10,000.00 48 DEC 05 10,000.00 49 0.00 0.00 TOTAL DEDUCTIONS 0.00 -231,679.77 PROGRAM CAS145 PAGE 1 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:00 PM ESTIMATE NO. 52 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/07 LOCATION RERUN PROGRESS ESTIMATE 07-LA-60-R22.4/R25.0 ----------------------- CC MYERS, INC. IN LOS ANGELES COUNTY IN DIAMOND 1822 S. LEWIS STREET BAR AND THE CITY OF INDUSTRY AT ANAHEIM, CA VARIOUS LOCATIONS FED. AID NO. ACST-X037(114)E ,P-X037(114)E CONCRETE BOX GIRDER BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 4,700.0000 3,760,000.00 22.000 103,400.00 890.000 4,183,000.00 03 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 350,000.0000 350,000.00 1.000 350,000.00 05 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.850 42,500.00 S) 06 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 1.000 550,000.00 S) 07 TYPE III BARRICADE EA 85.0000 1,275.00 12.000 1,020.00 S) 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 75.0000 3,750.00 242.320 18,174.00 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 31,200.00 78,405.790 47,043.47 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 21,700.00 1,150.000 40,250.00 S) 11 TEMPORARY PAVEMENT MARKER EA 3.0000 101,700.00 32,569.000 97,707.00 S) 12 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,100.0000 2,200.00 9.000 9,900.00 S) 13 TEMPORARY RAILING (TYPE K) M 45.0000 1,174,500.00 23,671.000 1,065,195.00 S) 14 TEMPORARY CRASH CUSHION MODULE EA 225.0000 144,000.00 1,166.000 262,350.00 S) 15 ABANDON SEWER M 10.0000 7,500.00 743.000 7,430.00 S) 16 CONCRETE SURFACING M2 5.0000 1,000.00 0.000 0.00 17 REMOVE CHAIN LINK FENCE M 12.0000 21,720.00 1,944.690 23,336.28 S) 18 REMOVE METAL BEAM GUARD RAILING M 20.0000 16,200.00 1,099.660 21,993.20 S) 19 REMOVE TRAFFIC STRIPE M 1.1500 26,450.00 57,940.060 66,631.07 S) 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7500 29,750.00 23,596.210 41,293.37 S) 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 15.0000 450.00 135.620 2,034.30 S) 22 REMOVE PAVEMENT MARKER EA 1.0000 15,900.00 23,145.000 23,145.00 S) PROGRAM CAS145 PAGE 2 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:00 PM ESTIMATE NO. 52 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 200.0000 5,800.00 29.000 5,800.00 24 REMOVE SIGN STRUCTURE EA 4,000.0000 28,000.00 8.000 32,000.00 25 REMOVE PIPE M 150.0000 60,000.00 476.500 71,475.00 26 REMOVE INLET EA 650.0000 22,750.00 40.000 26,000.00 27 REMOVE HEADWALL EA 750.0000 1,500.00 2.000 1,500.00 28 REMOVE SEWER MANHOLE EA 750.0000 7,500.00 10.000 7,500.00 S) 29 REMOVE SEWER PIPE M 33.0000 231.00 14.000 462.00 S) 30 REMOVE CONCRETE PAVEMENT M2 5.0000 19,150.00 9,139.404 45,697.02 31 RECONSTRUCT CHAIN LINK FENCE M 35.0000 5,250.00 127.760 4,471.60 S) 32 RECONSTRUCT CHAIN LINK GATE EA 400.0000 400.00 0.000 0.00 S) 33 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 8,500.00 169.750 8,487.50 S) (WOOD POST) 34 RELOCATE ROADSIDE SIGN-ONE POST EA 125.0000 2,250.00 15.000 1,875.00 35 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 3,500.00 15.000 3,750.00 36 MODIFY INLET EA 2,300.0000 16,100.00 5.000 11,500.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 3,600.00 936.000 3,744.00 S) (45 MM MAXIMUM) 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 8,680.00 2,458.000 9,832.00 S) (75 MM MAXIMUM) 39 REMOVE CONCRETE M3 70.0000 60,200.00 1,024.089 71,686.23 40 REMOVE CONCRETE CURB M 5.0000 12,000.00 2,016.410 10,082.05 41 REMOVE CONCRETE SIDEWALK M2 4.0000 480.00 48.720 194.88 42 REMOVE CONCRETE BARRIER M 17.0000 25,449.00 1,767.608 30,049.34 43 ACCESS OPENING, SOFFIT EA 2,500.0000 5,000.00 2.000 5,000.00 44 CAP INLET AND RISER EA 800.0000 4,000.00 10.000 8,000.00 45 REMOVE CRASH CUSHION EA 2,500.0000 2,500.00 1.000 2,500.00 S) 46 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 47 ROADWAY EXCAVATION M3 11.0000 770,000.00 70,610.200 776,712.20 48 ROADWAY EXCAVATION (TYPE Y) M3 11.0000 128,700.00 11,691.000 128,601.00 (AERIALLY DEPOSITED LEAD) 49 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 PROGRAM CAS145 PAGE 3 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:00 PM ESTIMATE NO. 52 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION M3 25.0000 5,075.00 203.000 5,075.00 F) 51 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 42,390.00 1,413.000 42,390.00 F) 52 STRUCTURE EXCAVATION (CULVERT) M3 5.0000 1,940.00 388.380 1,941.90 F) 53 STRUCTURE EXCAVATION (RETAINING WALL) M3 36.0000 796,680.00 23,871.000 859,356.00 F) 54 STRUCTURE EXCAVATION (TYPE Y) M3 5.0000 37,870.00 7,574.000 37,870.00 F) (AERIALLY DEPOSITED LEAD) 55 STRUCTURE BACKFILL M3 20.0000 2,300.00 115.000 2,300.00 F) 56 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 28,035.00 801.000 28,035.00 F) 57 STRUCTURE BACKFILL (CULVERT) M3 6.0000 480.00 80.000 480.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 17.0000 346,919.00 -955.000 -16,235.00 21,168.000 359,856.00 F) 59 GRAVEL FILL M3 20.0000 50,840.00 2,542.000 50,840.00 F) 60 PERVIOUS BACKFILL MATERIAL (RETAINING M3 118.0000 74,340.00 541.000 63,838.00 WALL) 61 SOIL CEMENT M3 150.0000 225,750.00 900.000 135,000.00 S) 62 EARTH RETAINING STRUCTURE, LOCATION A M2 440.0000 372,680.00 847.000 372,680.00 F) 63 EARTH RETAINING STRUCTURE, LOCATION B M2 290.0000 1,365,900.00 4,710.000 1,365,900.00 F) 64 EARTH RETAINING STRUCTURE, LOCATION C M2 220.0000 121,660.00 553.000 121,660.00 F) 65 SOIL NAIL ASSEMBLY M 60.0000 145,740.00 2,560.000 153,600.00 S) 66 IMPORTED BORROW M3 0.0100 53.60 0.000 0.00 67 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 0.0100 82.30 6,700.000 67.00 68 HIGHWAY PLANTING LS 12,000.0000 12,000.00 1.000 12,000.00 S) 69 DUFF HA 3,500.0000 21,000.00 0.000 0.00 S) 70 STRAW (EROSION CONTROL) TONN 600.0000 13,800.00 15.110 9,066.00 S) 71 FIBER (EROSION CONTROL) KG 0.9000 4,041.00 3,836.000 3,452.40 S) 72 COMPOST (EROSION CONTROL) KG 0.5000 11,250.00 17,534.000 8,767.00 S) 73 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,500.00 3.000 1,500.00 S) 74 PURE LIVE SEED (EROSION CONTROL) KG 60.0000 12,000.00 150.300 9,018.00 S) 75 STABILIZING EMULSION (EROSION CONTROL) KG 3.7500 3,337.50 681.000 2,553.75 S) 76 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.125 625.00 0.875 4,375.00 S) PROGRAM CAS145 PAGE 4 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:00 PM ESTIMATE NO. 52 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 1.000 15,000.00 S) 78 200 MM CORRUGATED HIGH DENSITY M 155.0000 26,350.00 112.480 17,434.40 S) POLYETHYLENE PIPE CONDUIT 79 EXTEND 200 MM CONDUIT M 450.0000 81,000.00 4.000 1,800.00 S) 80 CLASS 4 AGGREGATE SUBBASE M3 14.0000 69,720.00 6,162.910 86,280.74 81 CLASS 2 AGGREGATE BASE M3 24.0000 108,240.00 5,201.570 124,837.68 82 AGGREGATE BASE (APPROACH SLAB) M3 150.0000 12,000.00 68.000 10,200.00 101.000 15,150.00 83 CLASS 3 AGGREGATE BASE M3 21.0000 405,300.00 20,103.660 422,176.86 84 LEAN CONCRETE BASE M3 130.0000 1,755,000.00 13,672.572 1,777,434.36 85 ASPHALT CONCRETE (TYPE B) TONN 50.0000 350,000.00 92.630 4,631.50 10,574.570 528,728.50 86 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 70.0000 32,900.00 124.870 8,740.90 87 PLACE ASPHALT CONCRETE DIKE M 2.5000 13,200.00 582.240 1,455.60 5,203.170 13,007.93 88 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.0000 15,000.00 25.100 301.20 3,513.870 42,166.44 AREA) 89 CONCRETE PAVEMENT M3 165.0000 4,191,000.00 25,679.451 4,237,109.42 90 CONCRETE PAVEMENT (RAMP TERMINI) M3 275.0000 46,750.00 164.000 45,100.00 91 REPLACE CONCRETE PAVEMENT M3 350.0000 129,500.00 14.512 5,079.20 (RAPID STRENGTH CONCRETE) 92 SEAL PAVEMENT JOINT M 3.2500 52,000.00 316.370 1,028.20 23,665.840 76,913.98 93 SEAL LONGITUDINAL ISOLATION JOINT M 7.5000 93,750.00 0.000 0.00 94 TIE BAR (DRILL AND BOND) EA 6.0000 1,560.00 5.000 30.00 95 GRIND EXISTING CONCRETE M2 5.0000 37,300.00 8,069.205 40,346.03 S) PAVEMENT 96 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 275.0000 28,325.00 99.455 27,350.13 PILING 97 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 240.0000 206,160.00 885.025 212,406.00 S) PILING 98 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,025.0000 78,925.00 76.500 78,412.50 S) PILING 99 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 184,800.00 61.200 201,960.00 S) PILING 00 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 274,400.00 97.600 273,280.00 S) PILING 01 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,350.0000 426,300.00 98.350 427,822.50 S) PILING 02 3.4 M CAST-IN-DRILLED HOLE CONCRETE M 4,500.0000 900,000.00 200.000 900,000.00 S) PILING 03 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 525.0000 98,175.00 185.800 97,545.00 S) PILING PROGRAM CAS145 PAGE 5 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:00 PM ESTIMATE NO. 52 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 900 MM CAST-IN-DRILLED HOLE CONCRETE M 525.0000 35,700.00 85.600 44,940.00 S) PILING (ROCK SOCKET) 05 1.2 M CAST-IN-DRILLED HOLE CONCRETE M 750.0000 7,500.00 13.500 10,125.00 S) PILING (ROCK SOCKET) 06 1.8 M CAST-IN-DRILLED HOLE CONCRETE M 2,800.0000 64,400.00 22.800 63,840.00 S) PILING (ROCK SOCKET) 07 2.4 M CAST-IN-DRILLED HOLE CONCRETE M 3,500.0000 364,000.00 103.900 363,650.00 S) PILING (ROCK SOCKET) 08 3.0 M CAST-IN-DRILLED HOLE CONCRETE M 3,700.0000 521,700.00 140.600 520,220.00 S) PILING (ROCK SOCKET) 09 3.4 M CAST-IN-DRILLED HOLE CONCRETE M 3,800.0000 1,022,200.00 269.010 1,022,238.00 S) PILING (ROCK SOCKET) 10 PRESTRESSING CAST-IN-PLACE CONCRETE LS 475,000.0000 475,000.00 1.000 475,000.00 S) 11 TIEBACK ANCHOR EA 2,100.0000 136,500.00 65.000 136,500.00 S) 12 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 50,750.00 145.000 50,750.00 F) 13 STRUCTURAL CONCRETE, BRIDGE M3 371.0000 6,034,315.00 16,265.000 6,034,315.00 F) 14 STRUCTURAL CONCRETE, RETAINING WALL M3 325.0000 2,438,475.00 7,731.000 2,512,575.00 F) 15 STRUCTURAL CONCRETE, BARRIER SLAB M3 420.0000 650,580.00 1,549.000 650,580.00 F) 16 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 86,450.00 182.000 86,450.00 F) (TYPE N) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 83,250.00 83.000 62,250.00 138.710 104,032.50 (TYPE R) 18 STRUCTURAL CONCRETE APPROACH SLAB M3 900.0000 5,400.00 6.000 5,400.00 F) (TYPE R MODIFIED) 19 CLASS 1 CONCRETE (BOX CULVERT) M3 600.0000 48,000.00 50.910 30,546.00 F) 20 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 205,800.00 259.770 272,758.50 F) 21 MINOR CONCRETE (PIPE ENCASEMENT) M3 150.0000 465.00 3.050 457.50 22 MINOR CONCRETE (BACKFILL) M3 145.0000 17,400.00 156.080 22,631.60 23 PAVING NOTCH EXTENSION M3 5,600.0000 16,800.00 2.000 11,200.00 3.500 19,600.00 24 ARCHITECTURAL TREATMENT M2 35.0000 2,450.00 70.000 2,450.00 F) 25 FRACTURED RIB TEXTURE M2 55.0000 96,855.00 2,141.000 117,755.00 F) 26 CORE CONCRETE (101 MM - 150 MM) M 580.0000 3,480.00 6.000 3,480.00 S) 27 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 135.0000 315,495.00 -3.230 -436.05 4,660.770 629,203.95 SF) 28 SOUND WALL (MASONRY BLOCK) M2 135.0000 246,375.00 1,748.000 235,980.00 SF) 29 PTFE BEARING EA 2,000.0000 40,000.00 20.000 40,000.00 S) 30 PTFE SPHERICAL BEARING EA 2,500.0000 62,500.00 25.000 62,500.00 PROGRAM CAS145 PAGE 6 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:00 PM ESTIMATE NO. 52 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 JOINT SEAL (MR 15 MM) M 120.0000 4,920.00 0.000 0.00 S) 32 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,100.0000 49,500.00 45.000 49,500.00 S) 33 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,600.0000 110,400.00 69.000 110,400.00 S) 34 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,000.0000 62,000.00 31.000 62,000.00 S) 35 BAR REINFORCING STEEL (BRIDGE) KG 0.9200 4,223,812.00 4,591,100.000 4,223,812.00 SF) 36 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2500 630,925.00 531,200.000 664,000.00 SF) 37 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 5,459.00 7,927.000 7,927.00 SF) 38 HEADED BAR REINFORCEMENT EA 7.0000 109,109.00 15,587.000 109,109.00 SF) 39 SHOTCRETE M3 870.0000 168,780.00 194.000 168,780.00 F) 40 ISOLATION CASING KG 0.5000 41,200.00 82,400.000 41,200.00 SF) 41 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.4000 86,618.40 19,686.000 86,618.40 SF) 42 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6500 12,795.90 19,686.000 12,795.90 SF) 43 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 458,120.00 118,610.000 474,440.00 F) 44 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 62,991.50 118,610.000 65,235.50 SF) 45 760 MM CAST-IN-DRILLED-HOLE M 750.0000 6,750.00 9.000 6,750.00 S) CONCRETE PILE (SIGN FOUNDATION) 46 920 MM CAST-IN-DRILLED-HOLE M 950.0000 61,750.00 70.500 66,975.00 S) CONCRETE PILE (SIGN FOUNDATION) 47 1070 MM CAST-IN-DRILLED-HOLE M 1,300.0000 26,000.00 20.100 26,130.00 S) CONCRETE PILE (SIGN FOUNDATION) 48 1370 MM CAST-IN-DRILLED-HOLE M 2,300.0000 78,200.00 34.000 78,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 49 METAL (BARRIER MOUNTED SIGN) KG 15.0000 16,800.00 1,008.000 15,120.00 50 METAL (WALL MOUNTED SIGN) KG 15.0000 3,450.00 223.000 3,345.00 223.000 3,345.00 51 ROADSIDE SIGN - ONE POST EA 150.0000 1,950.00 14.000 2,100.00 52 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 1,400.00 8.000 1,400.00 METHOD) 53 INSTALL SIGN PANEL ON EXISTING FRAME M2 60.0000 1,680.00 15.360 921.60 54 450 MM REINFORCED CONCRETE PIPE M 150.0000 22,500.00 262.500 39,375.00 55 600 MM REINFORCED CONCRETE PIPE M 160.0000 257,600.00 1,797.200 287,552.00 56 750 MM REINFORCED CONCRETE PIPE M 250.0000 6,000.00 23.400 5,850.00 57 PREFABRICATED VERTICAL DRAIN M 1.9000 123,424.00 63,277.000 120,226.30 S) PROGRAM CAS145 PAGE 7 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:00 PM ESTIMATE NO. 52 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 80 MM PLASTIC PIPE (EDGE DRAIN) M 17.0000 110,330.00 6,519.330 110,828.61 59 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 40.0000 17,200.00 566.910 22,676.40 60 GRATED LINE DRAIN M 220.0000 37,400.00 0.000 0.00 61 450 MM CORRUGATED STEEL PIPE RISER M 1,100.0000 11,000.00 9.700 10,670.00 (2.01 MM THICK) 62 600 MM CONCRETE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 63 600 MM PRECAST CONCRETE PIPE MANHOLE M 400.0000 720.00 4.510 1,804.00 64 200 MM CAST IRON PIPE M 325.0000 3,575.00 11.000 3,575.00 S) 65 200 MM VITRIFIED CLAY PIPE M 130.0000 16,900.00 129.000 16,770.00 S) (EXTRA STRENGTH) 66 250 MM VITRIFIED CLAY PIPE M 145.0000 91,350.00 629.000 91,205.00 S) (EXTRA STRENGTH) 67 300 MM VITRIFIED CLAY PIPE M 190.0000 2,090.00 12.000 2,280.00 S) (EXTRA STRENGTH) 68 CONCRETE SEWER MANHOLE EA 2,300.0000 23,000.00 9.000 20,700.00 S) 69 ROCK SLOPE PROTECTION M3 100.0000 430.00 4.240 424.00 (FACING, METHOD B) 70 SLOPE PAVING (SPLIT FACE PAVERS) M2 150.0000 799,500.00 4,000.000 600,000.00 71 MINOR CONCRETE (DITCH LINING) M3 900.0000 83,700.00 131.763 118,586.70 72 MINOR CONCRETE (CHANNEL LINING) M3 275.0000 178,750.00 630.280 173,327.00 73 MINOR CONCRETE (MISCELLANEOUS M3 240.0000 48,000.00 210.680 50,563.20 CONSTRUCTION) 74 MINOR CONCRETE (GUTTER) M 400.0000 292,000.00 717.990 287,196.00 F) 75 MISCELLANEOUS IRON AND STEEL KG 1.7500 44,768.50 27,890.000 48,807.50 SF) 76 MANHOLE FRAME AND COVER EA 275.0000 2,750.00 12.000 3,300.00 S) 77 MISCELLANEOUS METAL KG 6.0000 69,420.00 11,570.000 69,420.00 SF)(RESTRAINER - CABLE TYPE) 78 MISCELLANEOUS METAL, DECK DRAIN KG 4.0000 89,200.00 22,300.000 89,200.00 SF) 79 MISCELLANEOUS METAL (BRIDGE) KG 1.0000 9,860.00 9,860.000 9,860.00 SF) 80 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 42,960.00 1,400.600 33,614.40 S) 81 GUARD RAILING DELINEATOR EA 25.0000 100.00 4.000 100.00 82 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 2,700.00 36.000 2,700.00 36.000 2,700.00 83 METAL BEAM GUARD RAILING (WOOD POST) M 65.0000 42,900.00 971.000 63,115.00 S) 84 CONCRETE BARRIER (TYPE 50A) M 100.0000 900.00 9.000 900.00 F) PROGRAM CAS145 PAGE 8 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:00 PM ESTIMATE NO. 52 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CABLE RAILING M 20.0000 12,500.00 625.000 12,500.00 SF) 86 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 50,000.00 27.000 67,500.00 S) 87 TERMINAL SYSTEM (TYPE CAT) EA 4,500.0000 4,500.00 1.000 4,500.00 S) 88 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 500.0000 500.00 1.000 500.00 S) 89 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 18,200.00 28.000 19,600.00 S) 90 CRASH CUSHION, SAND FILLED EA 4,000.0000 8,000.00 2.000 8,000.00 S) 91 CRASH CUSHION (ADIEM) EA 18,000.0000 36,000.00 2.000 36,000.00 S) 92 CONCRETE BARRIER (TYPE 60) M 100.0000 230,000.00 2,696.670 269,667.00 93 CONCRETE BARRIER (TYPE 60W) M 85.0000 23,800.00 56.000 4,760.00 279.000 23,715.00 94 CONCRETE BARRIER (TYPE 60A) M 230.0000 223,790.00 -3.640 -837.20 969.860 223,067.80 F) 95 CONCRETE BARRIER (TYPE 60C) M 100.0000 66,000.00 314.800 31,480.00 96 CONCRETE BARRIER (TYPE 60D) M 135.0000 58,590.00 434.000 58,590.00 F) 97 CONCRETE BARRIER (TYPE 60D MOD) M 85.0000 37,570.00 442.000 37,570.00 F) 98 CONCRETE BARRIER (TYPE 60E) M 140.0000 53,200.00 26.000 3,640.00 309.360 43,310.40 99 CONCRETE BARRIER (TYPE 736) M 145.0000 394,255.00 2,719.000 394,255.00 F) 00 CONCRETE BARRIER (TYPE 736 MOD) M 160.0000 240,800.00 1,505.000 240,800.00 F) 01 CONCRETE BARRIER (TYPE 736A) M 120.0000 237,360.00 1,995.300 239,436.00 F) 02 CONCRETE BARRIER (TYPE 736A MOD) M 165.0000 132,165.00 801.000 132,165.00 F) 03 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 9,750.00 296.200 7,405.00 S) 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 45,920.00 48,771.300 39,017.04 S) 05 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 10,000.00 4,078.000 8,156.00 S) 06 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 4,305.00 4,772.000 7,158.00 S) (BROKEN 3.66 M - 0.92 M) 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 26,640.00 36,727.700 22,036.62 S) (BROKEN 10.98 M - 3.66 M) 08 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 860.00 895.000 895.00 S) (BROKEN 5.18 M - 2.14 M) 09 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 1,850.00 1,510.000 1,887.50 S) (BROKEN 10.98 M - 3.66 M) 10 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 12,100.00 14,173.000 14,173.00 S) 11 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 16,180.00 9,509.000 19,018.00 S) PROGRAM CAS145 PAGE 9 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:00 PM ESTIMATE NO. 52 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 LIGHTING (TEMPORARY) LS 125,000.0000 125,000.00 1.000 125,000.00 S) 13 HIGHWAY ADVISORY RADIO (LOCATION OR043) LS 40,000.0000 40,000.00 0.072 2,880.00 1.000 40,000.00 S) 14 SIZE 78 CONDUIT M 45.0000 9,450.00 234.000 10,530.00 S) (TRENCHED IN UNPAVED AREA) 15 SIZE 78 TYPE 1 CONDUIT (JACKED) M 80.0000 6,400.00 76.000 6,080.00 S) 16 TWO-SIZE 103 CONDUITS M 85.0000 40,800.00 425.000 36,125.00 S) (TRENCHED IN UNPAVED AREA) 17 TWO-SIZE 103 CONDUITS M 115.0000 109,250.00 693.000 79,695.00 S) (TRENCHED IN ASPHALT) 18 TWO-SIZE 103 TYPE 1 CONDUITS M 135.0000 31,050.00 260.000 35,100.00 S) (JACKED) 19 TWO-SIZE 103 TYPE 1 CONDUITS M 60.0000 162,000.00 3,439.000 206,340.00 S) (TRENCHED IN CONCRETE) 20 SIZE 25 INNERDUCT M 5.0000 60,500.00 13,010.000 65,050.00 S) 21 SIZE 32 INNERDUCT M 8.0000 52,080.00 4,743.000 37,944.00 S) 22 COMMUNICATION CONDUIT (BRIDGE) M 110.0000 25,520.00 232.000 25,520.00 SF) 23 MODIFY TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 0.871 13,065.00 S) 24 TRAFFIC MONITORING STATION LS 10,000.0000 10,000.00 0.069 690.00 1.000 10,000.00 S) (RELOCATE - LOCATION 2714) 25 TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.199 3,980.00 1.000 20,000.00 S) (LOCATION 2163) 26 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.174 5,220.00 1.000 30,000.00 S) (LOCATION 2363) 27 CLOSED CIRCUIT TELEVISION CAMERA LS 10,000.0000 10,000.00 0.126 1,260.00 1.000 10,000.00 S) (RELOCATE - LOCATION PO226) 28 CLOSED CIRCUIT TELEVISION CAMERA LS 35,000.0000 35,000.00 0.399 13,965.00 1.000 35,000.00 S) (LOCATION OR043) 29 CLOSED CIRCUIT TELEVISION CAMERA LS 30,000.0000 30,000.00 0.297 8,910.00 1.000 30,000.00 S) (LOCATION PO247) 30 CABLE NODE (RELOCATE - LOCATION PO237) LS 8,000.0000 8,000.00 0.664 5,312.00 1.000 8,000.00 S) 31 VIDEO NODE (LOCATION PO247) LS 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000.00 S) 32 EQUIPMENT AT SAN GABRIEL VALLEY HUB LS 50,000.0000 50,000.00 1.000 50,000.00 1.000 50,000.00 S) 33 COLLECTOR METERING SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 S) 34 RAMP METERING SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 0.076 2,280.00 1.000 30,000.00 S) 35 RAMP METERING SYSTEM (LOCATION 2) LS 30,000.0000 30,000.00 0.053 1,590.00 1.000 30,000.00 S) 36 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 0.103 2,060.00 1.000 20,000.00 S) 37 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 38 MODIFY LIGHTING AND SIGN ILLUMINATION LS 65,000.0000 65,000.00 0.966 62,790.00 S) PROGRAM CAS145 PAGE 10 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:00 PM ESTIMATE NO. 52 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 12 SINGLEMODE FIBER OPTIC CABLE M 2.0000 5,560.00 3,693.000 7,386.00 S) 40 36 SINGLEMODE FIBER OPTIC CABLE M 4.0000 20,320.00 6,037.600 24,150.40 S) 41 48 SINGLEMODE FIBER OPTIC CABLE M 6.0000 18,360.00 3,555.000 21,330.00 S) 42 72 SINGLEMODE FIBER OPTIC CABLE M 7.0000 21,350.00 3,564.000 24,948.00 S) 43 FIBER OPTIC SPLICE CLOSURE EA 1,000.0000 7,000.00 7.000 7,000.00 7.000 7,000.00 S) 44 TWISTED PAIR SPLICE CLOSURE EA 900.0000 3,600.00 4.000 3,600.00 4.000 3,600.00 S) 45 TWISTED PAIR CABLE (6 PAIR) M 8.0000 2,400.00 0.000 0.00 S) 46 TWISTED PAIR CABLE (50 PAIR) M 9.0000 18,720.00 2,108.000 18,972.00 S) 47 NO. 6 PULL BOX EA 800.0000 4,000.00 5.000 4,000.00 S) 48 COMMUNICATION PULL BOX EA 1,500.0000 28,500.00 20.000 30,000.00 S) 49 REMOVE PULL BOX EA 200.0000 1,600.00 5.000 1,000.00 S) 50 SPLICE VAULT EA 3,200.0000 16,000.00 5.000 16,000.00 S) 51 SYSTEM TESTING AND DOCUMENTATION LS 60,000.0000 60,000.00 0.112 6,720.00 0.224 13,440.00 S) PROGRAM CAS145 PAGE 11 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:00 PM ESTIMATE NO. 52 BID OPENING 02/27/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 04/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 317,495.25 46,856,737.45 ADJUSTMENT OF COMPENSATION 0.00 859,625.60 EXTRA WORK 72,449.28 4,911,630.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 389,944.53 52,627,993.92 52 MOBILIZATION LS 4691,000.0000 4,691,000.00 1.000 4,691,000.00 ORIGINAL CONTRACT AMOUNT 50,582,426.70 TOTAL WORK COMPLETED 389,944.53 57,318,993.92 MATERIALS ON HAND ON SITE 18,570.27 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -231,679.77 TOTAL 389,944.53 57,105,884.42 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 04/23/03 920 05/06/03 05/08/03 05/30/07 899 86 18 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING CCO DAYS SANDOVAL, MARTIN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/25/07