PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/25/11 EST. NO.68 TIME 02:44 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 --------------------------------------------------------------------------- 129 0001 257,250.00 A.C. @ L.S.(+) 082511 N 0001 0 257,250.00 TOTAL THIS ESTIMATE 8,141,043.64 TOTAL PREVIOUS ESTIMATE 8,398,293.64 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/25/11 EST. NO.68 TIME 02:44 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 OUT OF STATE INSPECT -20,000.00 54 LEGAL COSTS 5,000.00 59 RESTAKING DEDUCTION 36,640.00 66 0.00 -210,039.77 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 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 08/25/11 EST. NO.68 TIME 02:44 PM R.E. NAME: SANDOVAL, MARTIN 07-1257U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OCTOBER 2004 PAYROLL -10,000.00 21 NOV. 04 -10,000.00 22 DEC '04 -10,000.00 23 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 OTHER OUTSTANDING DOCUMENTS DVBE & FHWA-47 -10,000.00 56 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 08/25/11 EST. NO.68 TIME 02:44 PM R.E. NAME: SANDOVAL, MARTIN 07-1257U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DVBE & FHWA-47 10,000.00 59 0.00 0.00 TOTAL DEDUCTIONS 0.00 -210,039.77 PROGRAM CAS145 PAGE 1 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:44 PM ESTIMATE NO. 68 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 07/27/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/25/11 LOCATION FINAL 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000.00 002 TIME-RELATED OVERHEAD WDAY 4,700.0000 3,760,000.00 933.000 4,385,100.00 003 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.00 PREVENTION PLAN 004 WATER POLLUTION CONTROL LS 350,000.0000 350,000.00 1.000 350,000.00 005 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 006 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 1.000 550,000.00 (S) 007 TYPE III BARRICADE EA 85.0000 1,275.00 12.000 1,020.00 (S) 008 TEMPORARY PAVEMENT MARKING (PAINT) M2 75.0000 3,750.00 60.590 4,544.25 (S) 009 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 31,200.00 78,405.790 47,043.47 (S) 010 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 21,700.00 1,150.000 40,250.00 (S) 011 TEMPORARY PAVEMENT MARKER EA 3.0000 101,700.00 33,900.000 101,700.00 (S) 012 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,100.0000 2,200.00 9.000 9,900.00 (S) 013 TEMPORARY RAILING (TYPE K) M 45.0000 1,174,500.00 23,671.000 1,065,195.00 (S) 014 TEMPORARY CRASH CUSHION MODULE EA 225.0000 144,000.00 1,166.000 262,350.00 (S) 015 ABANDON SEWER M 10.0000 7,500.00 743.000 7,430.00 (S) 016 CONCRETE SURFACING M2 5.0000 1,000.00 0.000 0.00 017 REMOVE CHAIN LINK FENCE M 12.0000 21,720.00 1,944.690 23,336.28 (S) 018 REMOVE METAL BEAM GUARD RAILING M 20.0000 16,200.00 1,114.910 22,298.20 (S) 019 REMOVE TRAFFIC STRIPE M 1.1500 26,450.00 57,940.060 66,631.07 (S) 020 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7500 29,750.00 19,500.010 34,125.02 (S) 021 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 15.0000 450.00 37.000 555.00 (S) 022 REMOVE PAVEMENT MARKER EA 1.0000 15,900.00 19,500.000 19,500.00 (S) PROGRAM CAS145 PAGE 2 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:44 PM ESTIMATE NO. 68 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 07/27/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN EA 200.0000 5,800.00 29.000 5,800.00 024 REMOVE SIGN STRUCTURE EA 4,000.0000 28,000.00 8.000 32,000.00 025 REMOVE PIPE M 150.0000 60,000.00 476.500 71,475.00 026 REMOVE INLET EA 650.0000 22,750.00 40.000 26,000.00 027 REMOVE HEADWALL EA 750.0000 1,500.00 2.000 1,500.00 028 REMOVE SEWER MANHOLE EA 750.0000 7,500.00 10.000 7,500.00 (S) 029 REMOVE SEWER PIPE M 33.0000 231.00 14.000 462.00 (S) 030 REMOVE CONCRETE PAVEMENT M2 5.0000 19,150.00 9,139.404 45,697.02 031 RECONSTRUCT CHAIN LINK FENCE M 35.0000 5,250.00 127.760 4,471.60 (S) 032 RECONSTRUCT CHAIN LINK GATE EA 400.0000 400.00 1.000 400.00 (S) 033 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 8,500.00 169.750 8,487.50 (S) (WOOD POST) 034 RELOCATE ROADSIDE SIGN-ONE POST EA 125.0000 2,250.00 15.000 1,875.00 035 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 3,500.00 15.000 3,750.00 036 MODIFY INLET EA 2,300.0000 16,100.00 8.000 18,400.00 037 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 3,600.00 936.000 3,744.00 (S) (45 MM MAXIMUM) 038 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 8,680.00 2,458.000 9,832.00 (S) (75 MM MAXIMUM) 039 REMOVE CONCRETE M3 70.0000 60,200.00 1,024.089 71,686.23 040 REMOVE CONCRETE CURB M 5.0000 12,000.00 2,016.410 10,082.05 041 REMOVE CONCRETE SIDEWALK M2 4.0000 480.00 48.720 194.88 042 REMOVE CONCRETE BARRIER M 17.0000 25,449.00 1,767.608 30,049.34 043 ACCESS OPENING, SOFFIT EA 2,500.0000 5,000.00 2.000 5,000.00 044 CAP INLET AND RISER EA 800.0000 4,000.00 10.000 8,000.00 045 REMOVE CRASH CUSHION EA 2,500.0000 2,500.00 1.000 2,500.00 (S) 046 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 047 ROADWAY EXCAVATION M3 11.0000 770,000.00 70,610.200 776,712.20 048 ROADWAY EXCAVATION (TYPE Y) M3 11.0000 128,700.00 11,691.000 128,601.00 (AERIALLY DEPOSITED LEAD) 049 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 PROGRAM CAS145 PAGE 3 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:44 PM ESTIMATE NO. 68 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 07/27/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION M3 25.0000 5,075.00 203.000 5,075.00 (F) 051 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 42,390.00 1,413.000 42,390.00 (F) 052 STRUCTURE EXCAVATION (CULVERT) M3 5.0000 1,940.00 388.380 1,941.90 (F) 053 STRUCTURE EXCAVATION (RETAINING WALL) M3 36.0000 796,680.00 23,871.000 859,356.00 (F) 054 STRUCTURE EXCAVATION (TYPE Y) M3 5.0000 37,870.00 7,574.000 37,870.00 (F) (AERIALLY DEPOSITED LEAD) 055 STRUCTURE BACKFILL M3 20.0000 2,300.00 115.000 2,300.00 (F) 056 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 28,035.00 801.000 28,035.00 (F) 057 STRUCTURE BACKFILL (CULVERT) M3 6.0000 480.00 80.000 480.00 (F) 058 STRUCTURE BACKFILL (RETAINING WALL) M3 17.0000 346,919.00 22,123.000 376,091.00 (F) 059 GRAVEL FILL M3 20.0000 50,840.00 2,542.000 50,840.00 (F) 060 PERVIOUS BACKFILL MATERIAL (RETAINING M3 118.0000 74,340.00 541.000 63,838.00 WALL) 061 SOIL CEMENT M3 150.0000 225,750.00 900.000 135,000.00 (S) 062 EARTH RETAINING STRUCTURE, LOCATION A M2 440.0000 372,680.00 847.000 372,680.00 (F) 063 EARTH RETAINING STRUCTURE, LOCATION B M2 290.0000 1,365,900.00 4,710.000 1,365,900.00 (F) 064 EARTH RETAINING STRUCTURE, LOCATION C M2 220.0000 121,660.00 553.000 121,660.00 (F) 065 SOIL NAIL ASSEMBLY M 60.0000 145,740.00 2,560.000 153,600.00 (S) 066 IMPORTED BORROW M3 0.0100 53.60 4,020.000 40.20 067 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 0.0100 82.30 6,700.000 67.00 068 HIGHWAY PLANTING LS 12,000.0000 12,000.00 1.000 12,000.00 (S) 069 DUFF HA 3,500.0000 21,000.00 0.000 0.00 (S) 070 STRAW (EROSION CONTROL) TONN 600.0000 13,800.00 17.310 10,386.00 (S) 071 FIBER (EROSION CONTROL) KG 0.9000 4,041.00 4,246.000 3,821.40 (S) 072 COMPOST (EROSION CONTROL) KG 0.5000 11,250.00 19,587.000 9,793.50 (S) 073 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,500.00 3.000 1,500.00 (S) 074 PURE LIVE SEED (EROSION CONTROL) KG 60.0000 12,000.00 168.550 10,113.00 (S) 075 STABILIZING EMULSION (EROSION CONTROL) KG 3.7500 3,337.50 762.210 2,858.29 (S) 076 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 1.000 5,000.00 (S) PROGRAM CAS145 PAGE 4 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:44 PM ESTIMATE NO. 68 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 07/27/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 078 200 MM CORRUGATED HIGH DENSITY M 155.0000 26,350.00 112.480 17,434.40 (S) POLYETHYLENE PIPE CONDUIT 079 EXTEND 200 MM CONDUIT M 450.0000 81,000.00 4.000 1,800.00 (S) 080 CLASS 4 AGGREGATE SUBBASE M3 14.0000 69,720.00 6,162.910 86,280.74 081 CLASS 2 AGGREGATE BASE M3 24.0000 108,240.00 5,201.570 124,837.68 082 AGGREGATE BASE (APPROACH SLAB) M3 150.0000 12,000.00 101.000 15,150.00 083 CLASS 3 AGGREGATE BASE M3 21.0000 405,300.00 20,103.660 422,176.86 084 LEAN CONCRETE BASE M3 130.0000 1,755,000.00 13,672.572 1,777,434.36 085 ASPHALT CONCRETE (TYPE B) TONN 50.0000 350,000.00 10,672.180 533,609.00 086 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 70.0000 32,900.00 127.780 8,944.60 087 PLACE ASPHALT CONCRETE DIKE M 2.5000 13,200.00 5,203.170 13,007.93 088 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.0000 15,000.00 3,513.870 42,166.44 AREA) 089 CONCRETE PAVEMENT M3 165.0000 4,191,000.00 25,679.451 4,237,109.42 090 CONCRETE PAVEMENT (RAMP TERMINI) M3 275.0000 46,750.00 164.000 45,100.00 091 REPLACE CONCRETE PAVEMENT M3 350.0000 129,500.00 14.512 5,079.20 (RAPID STRENGTH CONCRETE) 092 SEAL PAVEMENT JOINT M 3.2500 52,000.00 23,665.840 76,913.98 093 SEAL LONGITUDINAL ISOLATION JOINT M 7.5000 93,750.00 0.000 0.00 094 TIE BAR (DRILL AND BOND) EA 6.0000 1,560.00 5.000 30.00 095 GRIND EXISTING CONCRETE M2 5.0000 37,300.00 8,069.205 40,346.03 (S) PAVEMENT 096 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 275.0000 28,325.00 99.455 27,350.13 PILING 097 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 240.0000 206,160.00 885.025 212,406.00 (S) PILING 098 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,025.0000 78,925.00 76.500 78,412.50 (S) PILING 099 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 184,800.00 61.200 201,960.00 (S) PILING 100 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 274,400.00 97.600 273,280.00 (S) PILING 101 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,350.0000 426,300.00 98.350 427,822.50 (S) PILING 102 3.4 M CAST-IN-DRILLED HOLE CONCRETE M 4,500.0000 900,000.00 200.000 900,000.00 (S) PILING 103 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 525.0000 98,175.00 185.800 97,545.00 (S) PILING PROGRAM CAS145 PAGE 5 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:44 PM ESTIMATE NO. 68 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 07/27/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 900 MM CAST-IN-DRILLED HOLE CONCRETE M 525.0000 35,700.00 85.600 44,940.00 (S) PILING (ROCK SOCKET) 105 1.2 M CAST-IN-DRILLED HOLE CONCRETE M 750.0000 7,500.00 13.500 10,125.00 (S) PILING (ROCK SOCKET) 106 1.8 M CAST-IN-DRILLED HOLE CONCRETE M 2,800.0000 64,400.00 22.800 63,840.00 (S) PILING (ROCK SOCKET) 107 2.4 M CAST-IN-DRILLED HOLE CONCRETE M 3,500.0000 364,000.00 103.900 363,650.00 (S) PILING (ROCK SOCKET) 108 3.0 M CAST-IN-DRILLED HOLE CONCRETE M 3,700.0000 521,700.00 140.600 520,220.00 (S) PILING (ROCK SOCKET) 109 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) 110 PRESTRESSING CAST-IN-PLACE CONCRETE LS 475,000.0000 475,000.00 1.000 475,000.00 (S) 111 TIEBACK ANCHOR EA 2,100.0000 136,500.00 65.000 136,500.00 (S) 112 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 50,750.00 145.000 50,750.00 (F) 113 STRUCTURAL CONCRETE, BRIDGE M3 371.0000 6,034,315.00 16,265.000 6,034,315.00 (F) 114 STRUCTURAL CONCRETE, RETAINING WALL M3 325.0000 2,438,475.00 7,731.000 2,512,575.00 (F) 115 STRUCTURAL CONCRETE, BARRIER SLAB M3 420.0000 650,580.00 1,549.000 650,580.00 (F) 116 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 86,450.00 182.000 86,450.00 (F) (TYPE N) 117 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 83,250.00 138.710 104,032.50 (TYPE R) 118 STRUCTURAL CONCRETE APPROACH SLAB M3 900.0000 5,400.00 6.000 5,400.00 (F) (TYPE R MODIFIED) 119 CLASS 1 CONCRETE (BOX CULVERT) M3 600.0000 48,000.00 51.920 31,152.00 (F) 120 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 205,800.00 260.500 273,525.00 (F) 121 MINOR CONCRETE (PIPE ENCASEMENT) M3 150.0000 465.00 3.050 457.50 122 MINOR CONCRETE (BACKFILL) M3 145.0000 17,400.00 156.080 22,631.60 123 PAVING NOTCH EXTENSION M3 5,600.0000 16,800.00 3.500 19,600.00 124 ARCHITECTURAL TREATMENT M2 35.0000 2,450.00 70.000 2,450.00 (F) 125 FRACTURED RIB TEXTURE M2 55.0000 96,855.00 2,141.000 117,755.00 (F) 126 CORE CONCRETE (101 MM - 150 MM) M 580.0000 3,480.00 6.000 3,480.00 (S) 127 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 135.0000 315,495.00 5,090.000 687,150.00 (SF) 128 SOUND WALL (MASONRY BLOCK) M2 135.0000 246,375.00 1,825.000 246,375.00 (SF) 129 PTFE BEARING EA 2,000.0000 40,000.00 20.000 40,000.00 (S) 130 PTFE SPHERICAL BEARING EA 2,500.0000 62,500.00 25.000 62,500.00 PROGRAM CAS145 PAGE 6 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:44 PM ESTIMATE NO. 68 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 07/27/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 JOINT SEAL (MR 15 MM) M 120.0000 4,920.00 41.000 4,920.00 (S) 132 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,100.0000 49,500.00 45.000 49,500.00 (S) 133 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,600.0000 110,400.00 69.000 110,400.00 (S) 134 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,000.0000 62,000.00 31.000 62,000.00 (S) 135 BAR REINFORCING STEEL (BRIDGE) KG 0.9200 4,223,812.00 4,591,100.000 4,223,812.00 (SF) 136 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2500 630,925.00 531,200.000 664,000.00 (SF) 137 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 5,459.00 7,927.000 7,927.00 (SF) 138 HEADED BAR REINFORCEMENT EA 7.0000 109,109.00 15,587.000 109,109.00 (SF) 139 SHOTCRETE M3 870.0000 168,780.00 194.000 168,780.00 (F) 140 ISOLATION CASING KG 0.5000 41,200.00 82,400.000 41,200.00 (SF) 141 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.4000 86,618.40 19,686.000 86,618.40 (SF) 142 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6500 12,795.90 19,686.000 12,795.90 (SF) 143 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 458,120.00 118,610.000 474,440.00 (F) 144 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 62,991.50 118,610.000 65,235.50 (SF) 145 760 MM CAST-IN-DRILLED-HOLE M 750.0000 6,750.00 9.000 6,750.00 (S) CONCRETE PILE (SIGN FOUNDATION) 146 920 MM CAST-IN-DRILLED-HOLE M 950.0000 61,750.00 70.500 66,975.00 (S) CONCRETE PILE (SIGN FOUNDATION) 147 1070 MM CAST-IN-DRILLED-HOLE M 1,300.0000 26,000.00 20.100 26,130.00 (S) CONCRETE PILE (SIGN FOUNDATION) 148 1370 MM CAST-IN-DRILLED-HOLE M 2,300.0000 78,200.00 34.000 78,200.00 (S) CONCRETE PILE (SIGN FOUNDATION) 149 METAL (BARRIER MOUNTED SIGN) KG 15.0000 16,800.00 1,116.000 16,740.00 150 METAL (WALL MOUNTED SIGN) KG 15.0000 3,450.00 223.000 3,345.00 151 ROADSIDE SIGN - ONE POST EA 150.0000 1,950.00 14.000 2,100.00 152 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 1,400.00 8.000 1,400.00 METHOD) 153 INSTALL SIGN PANEL ON EXISTING FRAME M2 60.0000 1,680.00 27.360 1,641.60 154 450 MM REINFORCED CONCRETE PIPE M 150.0000 22,500.00 262.500 39,375.00 155 600 MM REINFORCED CONCRETE PIPE M 160.0000 257,600.00 1,853.000 296,480.00 156 750 MM REINFORCED CONCRETE PIPE M 250.0000 6,000.00 23.400 5,850.00 157 PREFABRICATED VERTICAL DRAIN M 1.9000 123,424.00 63,277.000 120,226.30 (S) PROGRAM CAS145 PAGE 7 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:44 PM ESTIMATE NO. 68 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 07/27/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 80 MM PLASTIC PIPE (EDGE DRAIN) M 17.0000 110,330.00 6,519.330 110,828.61 159 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 40.0000 17,200.00 627.310 25,092.40 160 GRATED LINE DRAIN M 220.0000 37,400.00 0.000 0.00 161 450 MM CORRUGATED STEEL PIPE RISER M 1,100.0000 11,000.00 9.700 10,670.00 (2.01 MM THICK) 162 600 MM CONCRETE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 163 600 MM PRECAST CONCRETE PIPE MANHOLE M 400.0000 720.00 4.510 1,804.00 164 200 MM CAST IRON PIPE M 325.0000 3,575.00 11.000 3,575.00 (S) 165 200 MM VITRIFIED CLAY PIPE M 130.0000 16,900.00 129.000 16,770.00 (S) (EXTRA STRENGTH) 166 250 MM VITRIFIED CLAY PIPE M 145.0000 91,350.00 629.000 91,205.00 (S) (EXTRA STRENGTH) 167 300 MM VITRIFIED CLAY PIPE M 190.0000 2,090.00 12.000 2,280.00 (S) (EXTRA STRENGTH) 168 CONCRETE SEWER MANHOLE EA 2,300.0000 23,000.00 10.000 23,000.00 (S) 169 ROCK SLOPE PROTECTION M3 100.0000 430.00 4.240 424.00 (FACING, METHOD B) 170 SLOPE PAVING (SPLIT FACE PAVERS) M2 150.0000 799,500.00 4,000.000 600,000.00 171 MINOR CONCRETE (DITCH LINING) M3 900.0000 83,700.00 151.290 136,161.00 172 MINOR CONCRETE (CHANNEL LINING) M3 275.0000 178,750.00 630.280 173,327.00 173 MINOR CONCRETE (MISCELLANEOUS M3 240.0000 48,000.00 210.680 50,563.20 CONSTRUCTION) 174 MINOR CONCRETE (GUTTER) M 400.0000 292,000.00 730.000 292,000.00 (F) 175 MISCELLANEOUS IRON AND STEEL KG 1.7500 44,768.50 30,267.000 52,967.25 (SF) 176 MANHOLE FRAME AND COVER EA 275.0000 2,750.00 12.000 3,300.00 (S) 177 MISCELLANEOUS METAL KG 6.0000 69,420.00 11,570.000 69,420.00 (SF)(RESTRAINER - CABLE TYPE) 178 MISCELLANEOUS METAL, DECK DRAIN KG 4.0000 89,200.00 22,300.000 89,200.00 (SF) 179 MISCELLANEOUS METAL (BRIDGE) KG 1.0000 9,860.00 9,860.000 9,860.00 (SF) 180 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 42,960.00 2,428.670 58,288.08 (S) 181 GUARD RAILING DELINEATOR EA 25.0000 100.00 4.000 100.00 182 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 2,700.00 36.000 2,700.00 183 METAL BEAM GUARD RAILING (WOOD POST) M 65.0000 42,900.00 971.000 63,115.00 (S) 184 CONCRETE BARRIER (TYPE 50A) M 100.0000 900.00 9.000 900.00 (F) PROGRAM CAS145 PAGE 8 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:44 PM ESTIMATE NO. 68 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 07/27/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CABLE RAILING M 20.0000 12,500.00 811.000 16,220.00 (SF) 186 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 50,000.00 27.000 67,500.00 (S) 187 TERMINAL SYSTEM (TYPE CAT) EA 4,500.0000 4,500.00 1.000 4,500.00 (S) 188 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 500.0000 500.00 1.000 500.00 (S) 189 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 18,200.00 28.000 19,600.00 (S) 190 CRASH CUSHION, SAND FILLED EA 4,000.0000 8,000.00 2.000 8,000.00 (S) 191 CRASH CUSHION (ADIEM) EA 18,000.0000 36,000.00 2.000 36,000.00 (S) 192 CONCRETE BARRIER (TYPE 60) M 100.0000 230,000.00 2,696.670 269,667.00 193 CONCRETE BARRIER (TYPE 60W) M 85.0000 23,800.00 279.000 23,715.00 194 CONCRETE BARRIER (TYPE 60A) M 230.0000 223,790.00 973.000 223,790.00 (F) 195 CONCRETE BARRIER (TYPE 60C) M 100.0000 66,000.00 314.800 31,480.00 196 CONCRETE BARRIER (TYPE 60D) M 135.0000 58,590.00 434.000 58,590.00 (F) 197 CONCRETE BARRIER (TYPE 60D MOD) M 85.0000 37,570.00 442.000 37,570.00 (F) 198 CONCRETE BARRIER (TYPE 60E) M 140.0000 53,200.00 309.360 43,310.40 199 CONCRETE BARRIER (TYPE 736) M 145.0000 394,255.00 2,719.000 394,255.00 (F) 200 CONCRETE BARRIER (TYPE 736 MOD) M 160.0000 240,800.00 1,505.000 240,800.00 (F) 201 CONCRETE BARRIER (TYPE 736A) M 120.0000 237,360.00 1,995.300 239,436.00 (F) 202 CONCRETE BARRIER (TYPE 736A MOD) M 165.0000 132,165.00 801.000 132,165.00 (F) 203 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 9,750.00 390.000 9,750.00 (S) 204 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 45,920.00 57,400.000 45,920.00 (S) 205 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 10,000.00 4,078.000 8,156.00 (S) 206 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 4,305.00 3,500.000 5,250.00 (S) (BROKEN 3.66 M - 0.92 M) 207 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 26,640.00 46,309.240 27,785.54 (S) (BROKEN 10.98 M - 3.66 M) 208 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 860.00 895.000 895.00 (S) (BROKEN 5.18 M - 2.14 M) 209 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 1,850.00 1,510.000 1,887.50 (S) (BROKEN 10.98 M - 3.66 M) 210 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 12,100.00 14,173.000 14,173.00 (S) 211 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 16,180.00 9,509.000 19,018.00 (S) PROGRAM CAS145 PAGE 9 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:44 PM ESTIMATE NO. 68 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 07/27/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 LIGHTING (TEMPORARY) LS 125,000.0000 125,000.00 1.000 125,000.00 (S) 213 HIGHWAY ADVISORY RADIO (LOCATION OR043) LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 214 SIZE 78 CONDUIT M 45.0000 9,450.00 234.000 10,530.00 (S) (TRENCHED IN UNPAVED AREA) 215 SIZE 78 TYPE 1 CONDUIT (JACKED) M 80.0000 6,400.00 76.000 6,080.00 (S) 216 TWO-SIZE 103 CONDUITS M 85.0000 40,800.00 425.000 36,125.00 (S) (TRENCHED IN UNPAVED AREA) 217 TWO-SIZE 103 CONDUITS M 115.0000 109,250.00 693.000 79,695.00 (S) (TRENCHED IN ASPHALT) 218 TWO-SIZE 103 TYPE 1 CONDUITS M 135.0000 31,050.00 260.000 35,100.00 (S) (JACKED) 219 TWO-SIZE 103 TYPE 1 CONDUITS M 60.0000 162,000.00 3,439.000 206,340.00 (S) (TRENCHED IN CONCRETE) 220 SIZE 25 INNERDUCT M 5.0000 60,500.00 13,010.000 65,050.00 (S) 221 SIZE 32 INNERDUCT M 8.0000 52,080.00 4,743.000 37,944.00 (S) 222 COMMUNICATION CONDUIT (BRIDGE) M 110.0000 25,520.00 232.000 25,520.00 (SF) 223 MODIFY TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 224 TRAFFIC MONITORING STATION LS 10,000.0000 10,000.00 1.000 10,000.00 (S) (RELOCATE - LOCATION 2714) 225 TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 1.000 20,000.00 (S) (LOCATION 2163) 226 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 1.000 30,000.00 (S) (LOCATION 2363) 227 CLOSED CIRCUIT TELEVISION CAMERA LS 10,000.0000 10,000.00 1.000 10,000.00 (S) (RELOCATE - LOCATION PO226) 228 CLOSED CIRCUIT TELEVISION CAMERA LS 35,000.0000 35,000.00 1.000 35,000.00 (S) (LOCATION OR043) 229 CLOSED CIRCUIT TELEVISION CAMERA LS 30,000.0000 30,000.00 1.000 30,000.00 (S) (LOCATION PO247) 230 CABLE NODE (RELOCATE - LOCATION PO237) LS 8,000.0000 8,000.00 1.000 8,000.00 (S) 231 VIDEO NODE (LOCATION PO247) LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 232 EQUIPMENT AT SAN GABRIEL VALLEY HUB LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 233 COLLECTOR METERING SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 (S) 234 RAMP METERING SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 235 RAMP METERING SYSTEM (LOCATION 2) LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 236 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 237 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 238 MODIFY LIGHTING AND SIGN ILLUMINATION LS 65,000.0000 65,000.00 1.000 65,000.00 (S) PROGRAM CAS145 PAGE 10 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:44 PM ESTIMATE NO. 68 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 07/27/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 12 SINGLEMODE FIBER OPTIC CABLE M 2.0000 5,560.00 3,693.000 7,386.00 (S) 240 36 SINGLEMODE FIBER OPTIC CABLE M 4.0000 20,320.00 6,037.600 24,150.40 (S) 241 48 SINGLEMODE FIBER OPTIC CABLE M 6.0000 18,360.00 3,555.000 21,330.00 (S) 242 72 SINGLEMODE FIBER OPTIC CABLE M 7.0000 21,350.00 3,564.000 24,948.00 (S) 243 FIBER OPTIC SPLICE CLOSURE EA 1,000.0000 7,000.00 7.000 7,000.00 (S) 244 TWISTED PAIR SPLICE CLOSURE EA 900.0000 3,600.00 4.000 3,600.00 (S) 245 TWISTED PAIR CABLE (6 PAIR) M 8.0000 2,400.00 300.000 2,400.00 (S) 246 TWISTED PAIR CABLE (50 PAIR) M 9.0000 18,720.00 2,108.000 18,972.00 (S) 247 NO. 6 PULL BOX EA 800.0000 4,000.00 5.000 4,000.00 (S) 248 COMMUNICATION PULL BOX EA 1,500.0000 28,500.00 20.000 30,000.00 (S) 249 REMOVE PULL BOX EA 200.0000 1,600.00 8.000 1,600.00 (S) 250 SPLICE VAULT EA 3,200.0000 16,000.00 5.000 16,000.00 (S) 251 SYSTEM TESTING AND DOCUMENTATION LS 60,000.0000 60,000.00 1.000 60,000.00 (S) PROGRAM CAS145 PAGE 11 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:44 PM ESTIMATE NO. 68 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 07/27/07 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 47,292,427.85 ADJUSTMENT OF COMPENSATION 257,250.00 2,055,409.93 EXTRA WORK 0.00 6,342,883.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 257,250.00 55,690,721.49 252 MOBILIZATION LS 691,000.0000 4,691,000.00 1.000 4,691,000.00 ORIGINAL CONTRACT AMOUNT 50,582,426.70 TOTAL WORK COMPLETED 257,250.00 60,381,721.49 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -210,039.77 TOTAL 257,250.00 60,171,681.72 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/23/03 920 05/06/03 05/08/03 07/27/07 940 113 140 0 100% 100% SANDOVAL, MARTIN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/11