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 09/25/12 EST. NO.68 TIME 12:46 PM R.E. NAME: GILCHRIST,WILLIAM 12-101674 --------------------------------------------------------------------------- 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 2022 1,258.64 E.W. @ F.A.(+) 091307 Y 4585.1 2022-1 -1,258.64 091307 Y 4585.1 DAO CORRECTING ENTRY 2023 1,091.98 052208 Y 3856.1 2023-1 -1,091.98 052208 Y 3856.1 DAO CORRECTING ENTRY 2024 347.49 100906 Y 3700.2 2024-1 -347.49 100906 Y 3700.2 DAO CORRECTING ENTRY 034 0232 2,333.17 E.W. @ F.A.(+) 121307 Y 3853.1 0232-1 -2,333.17 121307 Y 3853.1 DAO CORRECTING ENTRY 0233 2,779.85 121007 Y 3794.1 0233-1 -2,779.85 121007 Y 3794.1 DAO CORRECTING ENTRY 113 0025-2 2,269.05 E.W. @ F.A.(+) 011009 Y 3903.0 DAO CORRECTING ENTRY 0025-3 -2,269.05 011009 Y 3903.0 DAO CORRECTING ENTRY 0.00 TOTAL THIS ESTIMATE 9,616,238.34 TOTAL PREVIOUS ESTIMATE 9,616,238.34 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 09/25/12 EST. NO.68 TIME 12:46 PM R.E. NAME: GILCHRIST,WILLIAM 12-101674 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPENING OF CLOS -16,000.00 07 LATE OPENING OF CLOS -16,000.00 27 LATE OPENING OF CLOS -104,000.00 28 LATE CLOSURE PICKUP 104,000.00 56 OUT OF STATE INSPECT -25,000.00 56 RESTAKING CHARGES -40,552.72 56 NON SUBTL CEM4401 -10,000.00 59 RET CEM4401 DEDUC 10,000.00 60 0.00 -97,552.72 LABOR COMPLIANCE VIOLATION MISPAYROLL 5/06&7/06 -10,000.00 04 RET MISPAYROLL5/06& 10,000.00 07 DELINQUENT PAYROLLS -10,000.00 12 DELINQUENT PAYROLLS -10,000.00 14 DELINQUENT PAYROLL -10,000.00 19 DELINQUENT PAYROLLS -10,000.00 21 DEL FED APPR AGRMNT -10,000.00 22 DELINQ PAYROLL RCDS -10,000.00 24 DELINQ. PAYROLLS 10,000.00 30 FPI, NILEX -10,000.00 30 JFL,USP -10,000.00 31 USP 5,000.00 33 EST. 14,19,21,22 40,000.00 35 F.C.I. -3,000.00 35 MCBRATNEY -2,000.00 35 MERLI -2,000.00 35 SUDHAKAR -3,000.00 35 FPI 5,000.00 37 GSB -1,000.00 37 HARBER CO. -3,000.00 37 WASTE MGNT. -1,000.00 37 ALCORN FENCE -1,000.00 38 DELINQ FED APP AGRTS -5,000.00 38 EST # 12 10,000.00 38 LANDSCAPE CENTER -1,000.00 38 CM PEICH -1,000.00 39 CTM -1,000.00 39 PENHALL -1,000.00 39 REYCON -1,000.00 39 VALLEY CONCRETE -1,000.00 39 DYWIDAG -1,000.00 40 SERVICE CONST -1,000.00 40 #38 FED APP AGRTS 5,000.00 41 AAA -1,000.00 41 BLUE IRON -1,000.00 41 D.LANDSCAPE -1,000.00 41 LA JOLLA -1,000.00 41 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 09/25/12 EST. NO.68 TIME 12:46 PM R.E. NAME: GILCHRIST,WILLIAM 12-101674 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- USP -1,000.00 41 AAA #41 1,000.00 42 ALCORN FENCE #38 1,000.00 42 ALCORN FENCE -1,000.00 42 AVAR -1,000.00 42 BARNEYS -1,000.00 42 BEARD ELECTRIC -1,000.00 42 BLUE IRON #41 1,000.00 42 FPI -1,000.00 42 MERLI #35 1,000.00 42 NILEX #30 5,000.00 42 PENHALL #39 1,000.00 42 REYCON #39 1,000.00 42 SERVICE CONST #40 1,000.00 42 UNITED SWEEPING -1,000.00 42 BLUE IRON 1,000.00 43 UNITED SWEEPING -1,000.00 43 DYWIDAG 1,000.00 44 UNITED SWEEPING 1,000.00 44 USP 1,000.00 44 CM PEICH , JFL 15,000.00 51 DELQ C/P -5,000.00 56 PER EST.#56 DELQ C/P 10,000.00 56 INADEQUATE PAYROLLS -5,000.00 61 RET CTM DEDUCTION 1,000.00 68 1,000.00 -14,000.00 LIQUIDATED DAMAGES 7 LDS @$13600/DAY -95,200.00 59 0.00 -95,200.00 OTHER OUTSTANDING DOCUMENTS CEM 2402F & 2403F -10,000.00 59 0.00 -10,000.00 TOTAL DEDUCTIONS 1,000.00 -216,752.72 PROGRAM CAS145 PAGE 1 DATE 09/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 12:46 PM ESTIMATE NO. 68 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/11 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 09/25/12 LOCATION SEMI-FINAL ESTIMATE 12-ORA-5-42.1/44.4 ------------------- F C I CONSTRUCTORS/BALFOUR IN ORANGE AND LOS ANGELES COUNTIES BEATTY A JOINT VENTURE IN BUENA PARK AND LA MIRADA FROM 2585 BUISNESS PARK DRIVE ORANGETHORPE AVENUE OVERCROSSING TO VISTA CA 92081-8831 0.5 KM NORTH OF ARTESIA AVENUE UNDERCROSSING FED. AID NO. ACNH-005 -2(932)114,I-005 -2(932)N RECONSTRUCT AND WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 1.000 15,000 002 TIME-RELATED OVERHEAD WDAY 13,800.0000 21,114,000.00 1,602.000 22,107,600 003 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 49,750.00 3,364.500 84,112 (S) 004 TEMPORARY SUPPORT LS 120,000.0000 120,000.00 1.000 120,000 005 TEMPORARY CONCRETE (BACKFILL) M3 200.0000 56,000.00 327.210 65,442 006 450 MM TEMPORARY CULVERT M 750.0000 172,500.00 156.420 117,315 007 600 MM TEMPORARY CULVERT M 710.0000 355,000.00 214.350 152,188 008 900 MM TEMPORARY CULVERT M 1,700.0000 39,100.00 0.000 0 009 1050 MM TEMPORARY CULVERT M 1,100.0000 26,400.00 1.830 2,013 010 1200 MM TEMPORARY CULVERT M 650.0000 240,500.00 736.130 478,484 011 1500 MM TEMPORARY CULVERT M 2,600.0000 9,360.00 3.600 9,360 012 450 MM TEMPORARY SLOTTED CORRUGATED M 490.0000 176,400.00 348.900 170,961 STEEL PIPE 013 600 MM TEMPORARY JACKED CULVERT M 2,500.0000 47,500.00 0.000 0 014 1050 MM TEMPORARY SLOTTED CORRUGATED M 1,230.0000 35,670.00 0.000 0 STEEL PIPE 015 TEMPORARY PIPE INLET EA 1,200.0000 112,800.00 32.000 38,400 016 TEMPORARY BOX INLET M3 1,000.0000 61,000.00 71.400 71,400 017 900 MM TEMPORARY PRECAST CONCRETE M 3,200.0000 9,280.00 0.000 0 MANHOLE 018 TEMPORARY 450 MM DUCTILE IRON PIPE LS 640,000.0000 640,000.00 1.000 640,000 (CLASS 350) 019 PREPARE STORM WATER POLLUTION LS 11,250.0000 11,250.00 1.000 11,250 PREVENTION PLAN 020 WATER POLLUTION CONTROL LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 021 TEMPORARY FIBER ROLL M 19.0000 109,250.00 5,164.880 98,132 022 TEMPORARY CONCRETE WASHOUT FACILITY EA 53,000.0000 212,000.00 13.000 689,000 PROGRAM CAS145 PAGE 2 DATE 09/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 12:46 PM ESTIMATE NO. 68 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/11 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 09/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 17,000.0000 34,000.00 17.000 289,000 024 CONSTRUCTION AREA SIGNS LS 450,000.0000 450,000.00 1.000 450,000 (S) 025 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 1.000 1,200,000 (S) 026 TYPE II BARRICADE EA 30.0000 3,600.00 105.000 3,150 (S) 027 TYPE III BARRICADE EA 70.0000 10,500.00 167.000 11,690 (S) 028 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 32,800.00 769.430 30,777 (S) 029 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 118,000.00 144,022.094 144,022 (S) 030 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 52,800.00 3,069.000 92,070 (S) 031 PORTABLE DELINEATOR EA 20.0000 19,800.00 264.000 5,280 (S) 032 FLASHING ARROW SIGN EA 1,600.0000 25,600.00 12.000 19,200 (S) 033 TEMPORARY PAVEMENT MARKER EA 4.0000 119,600.00 25,948.000 103,792 (S) 034 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,200.0000 10,800.00 7.000 8,400 035 PORTABLE CHANGEABLE MESSAGE SIGN LS 270,000.0000 270,000.00 1.000 270,000 (S) 036 TEMPORARY RAILING (TYPE K) M 30.0000 1,521,000.00 48,723.612 1,461,708 037 TEMPORARY CRASH CUSHION MODULE EA 165.0000 189,750.00 1,391.000 229,515 (S) 038 TEMPORARY TRAFFIC SCREEN M 20.0000 288,000.00 6,425.390 128,507 039 ABANDON CULVERT M 61.0000 20,130.00 168.500 10,278 040 ABANDON SEWER M 135.0000 72,900.00 540.000 72,900 (S) 041 ABANDON SEWER MANHOLE EA 3,500.0000 3,500.00 1.000 3,500 (S) 042 REMOVE CHAIN LINK FENCE M 10.0000 48,900.00 6,009.980 60,099 (S) 043 REMOVE PEDESTRIAN BARRICADE AND SIGNS EA 200.0000 1,600.00 8.000 1,600 044 REMOVE METAL BEAM GUARD RAILING M 45.0000 63,000.00 1,329.300 59,818 (S) 045 REMOVE DOUBLE METAL BEAM BARRIER M 55.0000 79,750.00 1,505.900 82,824 (S) 046 REMOVE YELLOW TRAFFIC STRIPE M 3.0000 46,200.00 16,107.857 48,323 047 REMOVE TRAFFIC STRIPE M 2.0000 66,200.00 18,159.754 36,319 048 REMOVE PAVEMENT MARKING M2 26.0000 30,160.00 402.670 10,469 (S) 049 REMOVE PAVEMENT MARKER EA 1.0000 7,570.00 7,988.000 7,988 (S) PROGRAM CAS145 PAGE 3 DATE 09/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 12:46 PM ESTIMATE NO. 68 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/11 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 09/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ROADSIDE SIGN EA 200.0000 44,000.00 220.000 44,000 051 REMOVE SIGN STRUCTURE EA 5,000.0000 95,000.00 19.000 95,000 (S) 052 REMOVE CULVERT M 80.0000 368,800.00 3,188.960 255,116 053 REMOVE INLET EA 360.0000 43,200.00 96.000 34,560 054 REMOVE HEADWALL EA 800.0000 15,200.00 7.000 5,600 055 REMOVE SEWER MANHOLE EA 2,900.0000 8,700.00 2.000 5,800 (S) 056 REMOVE MANHOLE EA 900.0000 9,000.00 6.000 5,400 057 REMOVE CATCH BASIN EA 2,000.0000 16,000.00 7.000 14,000 058 REMOVE RETAINING WALL M2 60.0000 171,000.00 3,243.200 194,592 059 REMOVE MASONRY BLOCK WALL M2 65.0000 13,650.00 203.000 13,195 (S) 060 REMOVE CONCRETE PAVEMENT M2 8.0000 726,400.00 90,103.000 720,824 061 RELOCATE ROADSIDE SIGN EA 350.0000 3,500.00 10.000 3,500 062 ADJUST INLET EA 2,300.0000 9,200.00 5.000 11,500 063 ADJUST UTILITY COVER TO GRADE EA 2,600.0000 5,200.00 2.000 5,200 064 ADJUST SEWER MANHOLE EA 4,600.0000 36,800.00 17.000 78,200 (S) 065 MODIFY SEWER MANHOLE EA 10,000.0000 10,000.00 1.000 10,000 (S) 066 MODIFY MANSONRY BLOCK WALL M2 1,500.0000 1,500.00 1.000 1,500 (SF) 067 525 MM PLASTIC PIPE-LINER M 700.0000 119,000.00 177.710 124,397 068 675 MM PLASTIC PIPE-LINER M 860.0000 86,000.00 80.770 69,462 069 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 13.0000 9,230.00 772.080 10,037 (S) 070 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 28.0000 173,600.00 6,500.020 182,000 071 REMOVE CONCRETE CROSS GUTTER M2 33.0000 26,070.00 791.070 26,105 072 REMOVE CONCRETE CURB M 9.0000 97,200.00 11,038.850 99,349 073 REMOVE CONCRETE CHANNEL LINING M3 130.0000 14,170.00 114.280 14,856 074 REMOVE CONCRETE (CHANNEL) M3 100.0000 32,000.00 351.000 35,100 075 REMOVE CONCRETE BARRIER M 40.0000 102,400.00 2,554.000 102,160 076 REMOVE CONCRETE ISLAND M2 60.0000 46,200.00 708.570 42,514 PROGRAM CAS145 PAGE 4 DATE 09/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 12:46 PM ESTIMATE NO. 68 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/11 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 09/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 24,580.00 930.480 18,609 078 REMOVE CONCRETE (MISCELLANEOUS) M3 240.0000 22,080.00 217.250 52,140 079 REMOVE SOUND WALL M2 45.0000 29,250.00 650.000 29,250 080 CAP INLET EA 1,000.0000 16,000.00 27.000 27,000 081 CAP MANHOLE EA 1,000.0000 3,000.00 6.000 6,000 082 CAP SEWER MANHOLE EA 1,000.0000 1,000.00 0.000 0 (S) 083 REMOVE BOX CULVERT M3 160.0000 9,280.00 34.000 5,440 084 REMOVE AND REPLACE CONCRETE BOX M3 5,000.0000 5,000.00 0.000 0 CULVERT (PORTION) 085 REMOVE CRASH CUSHION (SAND FILLED) EA 1,500.0000 1,500.00 1.000 1,500 086 BRIDGE REMOVAL, LOCATION A LS 72,800.0000 72,800.00 1.000 72,800 087 BRIDGE REMOVAL, LOCATION B LS 3,640.0000 3,640.00 1.000 3,640 088 BRIDGE REMOVAL, LOCATION C LS 200,000.0000 200,000.00 1.000 200,000 089 BRIDGE REMOVAL, LOCATION D LS 300,000.0000 300,000.00 1.000 300,000 090 BRIDGE REMOVAL, LOCATION E LS 116,500.0000 116,500.00 1.000 116,500 091 BRIDGE REMOVAL, LOCATION F LS 200,000.0000 200,000.00 1.000 200,000 092 BRIDGE REMOVAL, LOCATION G LS 20,000.0000 20,000.00 1.000 20,000 093 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 1.000 300,000 094 DEVELOP WATER SUPPLY LS 175,000.0000 175,000.00 1.000 175,000 095 ROADWAY EXCAVATION M3 21.0000 6,825,000.00 329,771.500 6,925,201 096 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 1,710,000.00 0.000 0 (AERIALLY DEPOSITED LEAD) 097 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 (S) 098 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 1,623,000.00 16,230.000 1,623,000 (F) 099 STRUCTURE EXCAVATION (PUMPING PLANT) M3 450.0000 680,400.00 1,512.000 680,400 (F) 100 STRUCTURE BACKFILL (PUMPING PLANT) M3 150.0000 91,350.00 609.000 91,350 (F) 101 STRUCTURE EXCAVATION (RETAINING WALL) M3 100.0000 9,968,000.00 97,231.000 9,723,100 (F) 102 STRUCTURE EXCAVATION (TYPE Z-2) M3 150.0000 315,000.00 0.000 0 (F) (AERIALLY DEPOSITED LEAD) 103 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 115,110.00 1,279.000 115,110 (F) (LOW EXPANSION) PROGRAM CAS145 PAGE 5 DATE 09/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 12:46 PM ESTIMATE NO. 68 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/11 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 09/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURE BACKFILL (BRIDGE) M3 200.0000 2,025,400.00 10,619.000 2,123,800 (F) 105 STRUCTURE BACKFILL (RETAINING WALL) M3 140.0000 6,334,020.00 43,633.000 6,108,620 (F) 106 PERVIOUS BACKFILL MATERIAL (RETAINING M3 21.0000 223,902.00 7,407.000 155,547 (F) WALL) 107 GRAVEL BLANKET M3 350.0000 26,250.00 113.710 39,798 108 SAND BACKFILL M3 500.0000 20,500.00 60.720 30,360 109 DITCH EXCAVATION M3 25.0000 44,750.00 801.890 20,047 110 ROCK BLANKET M2 95.0000 105,450.00 903.900 85,870 (S) 111 BONDED FIBER (EROSION CONTROL) KG 3.0000 14,580.00 9,803.700 29,411 (S) 112 FIBER (EROSION CONTROL) KG 1.0000 1,010.00 221.900 221 (S) 113 COMPOST (EROSION CONTROL) M3 70.0000 20,300.00 82.100 5,747 (S) 114 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 2,400.00 4.000 800 (S) 115 SEED (EROSION CONTROL) KG 100.0000 4,600.00 5.350 535 (S) 116 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.0000 600.00 36.500 146 (S) 117 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,950.00 141.800 425 (S) 118 TRANSPLANT PALM TREE EA 2,000.0000 70,000.00 8.000 16,000 (S) 119 TRANSPLANT PINE TREE EA 5,500.0000 209,000.00 38.000 209,000 (S) 120 IRRIGATION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 (S) 121 250 MM CORRUGATED HIGH DENSITY M 40.0000 4,400.00 286.780 11,471 (S) POLYETHYLENE PIPE CONDUIT 122 CLASS 2 AGGREGATE SUBBASE M3 45.0000 1,485,000.00 32,429.670 1,459,335 123 CLASS 2 AGGREGATE BASE M3 87.0000 705,570.00 10,892.341 947,633 124 CEMENT TREATED BASE M3 95.0000 8,540,500.00 89,826.664 8,533,533 (PLANT-MIXED, CLASS A) 125 ASPHALTIC EMULSION (CURING SEAL) TONN 1,300.0000 85,800.00 29.432 38,261 126 LEAN CONCRETE BASE M3 155.0000 3,983,500.00 25,491.370 3,951,162 127 ASPHALT CONCRETE (TYPE A) TONN 90.0000 2,691,000.00 30,557.130 2,750,141 128 ASPHALT CONCRETE (TYPE B) TONN 99.0000 3,702,600.00 22,691.820 2,246,490 129 ASPHALT CONCRETE BASE (TYPE A) TONN 91.0000 1,383,200.00 16,123.610 1,467,248 130 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 109,200.00 4,086.930 81,738 AREA) PROGRAM CAS145 PAGE 6 DATE 09/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 12:46 PM ESTIMATE NO. 68 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/11 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 09/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 7.0000 6,300.00 1,446.360 10,124 132 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 2,940.00 394.000 2,758 133 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 7.0000 840.00 105.300 737 134 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 5,110.00 879.770 6,158 135 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 3,780.00 678.920 4,752 136 CONCRETE PAVEMENT M3 228.0000 11,354,400.00 50,258.178 11,458,864 137 CONCRETE PAVEMENT (RAMP TERMINI) M3 230.0000 188,600.00 815.430 187,548 138 SEAL PAVEMENT JOINT M 11.0000 889,900.00 45,742.710 503,169 139 SEAL LONGITUDINAL ISOLATION JOINT M 6.0000 80,400.00 1,958.600 11,751 140 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 35,000.00 7.000 35,000 (S) PILING 141 FURNISH PILING (CLASS 400) M 150.0000 178,800.00 1,086.480 162,972 (ALTERNATIVE "Y") 142 DRIVE PILE (CLASS 400) EA 1,100.0000 111,100.00 104.000 114,400 (S) (ALTERNATIVE "Y") 143 FURNISH PILING (CLASS 400) M 160.0000 108,000.00 664.245 106,279 (ALTERNATIVE "V" MODIFIED) 144 DRIVE PILE (CLASS 400) EA 600.0000 26,400.00 44.000 26,400 (S) (ALTERNATIVE "V" MODIFIED) 145 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 10,350.00 69.000 10,350 (S) PILING (BARRIER) 146 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 52,500.00 301.000 45,150 (S) PILING (SOUND WALL) 147 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 310.0000 854,050.00 2,765.770 857,388 PILING (406 MM) 148 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 1,100.0000 156,200.00 142.000 156,200 (S) PILE (406 MM) 149 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 420.0000 5,938,800.00 13,823.250 5,805,765 PILING (610 MM) 150 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 900.0000 685,800.00 766.000 689,400 (S) PILE (610 MM) 151 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 1.000 700,000 (S) 152 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 988,050.00 2,823.000 988,050 (F) 153 STRUCTURAL CONCRETE, BRIDGE M3 585.0000 6,886,620.00 11,772.000 6,886,620 (F) 154 STRUCTURAL CONCRETE, RETAINING WALL M3 382.0000 7,644,584.00 20,643.000 7,885,626 (F) 155 STRUCTURE CONCRETE (PUMPING PLANT) M3 800.0000 326,400.00 408.000 326,400 (F) 156 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 793,200.00 1,322.000 793,200 (F) (TYPE N) 157 CLASS 1 CONCRETE (BOX CULVERT) M3 980.0000 289,100.00 236.400 231,672 (F) PROGRAM CAS145 PAGE 7 DATE 09/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 12:46 PM ESTIMATE NO. 68 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/11 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 09/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 2440 X 914 MM PRECAST CONCRETE BOX M 2,000.0000 70,000.00 35.000 70,000 (F) CULVERT 159 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 688,800.00 562.730 787,822 (F) 160 MINOR CONCRETE (SOUND WALL) M3 620.0000 48,980.00 79.000 48,980 161 MINOR CONCRETE (BACKFILL) M3 240.0000 18,720.00 472.130 113,311 162 ARCHITECTURAL TREATMENT M2 50.0000 822,750.00 16,342.000 817,100 (F) 163 FRACTURED RIB TEXTURE M2 60.0000 154,920.00 2,451.000 147,060 (F) 164 DRILL AND BOND DOWEL M 50.0000 6,850.00 137.000 6,850 165 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 40.0000 16,240.00 217.000 8,680 166 JACKING SUPERSTRUCTURE LS 150,000.0000 150,000.00 1.000 150,000 167 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 307,500.00 100.880 252,200 168 PLACE POLYESTER CONCRETE OVERLAY M2 100.0000 122,900.00 930.480 93,048 (F) 169 SOUND WALL (MASONRY BLOCK) M2 220.0000 487,960.00 2,218.000 487,960 (SF) 170 MASONRY BLOCK WALL M2 250.0000 27,500.00 31.700 7,925 (S) 171 JOINT SEAL (MR 30 MM) M 120.0000 8,640.00 72.000 8,640 (S) 172 JOINT SEAL (MR 15 MM) M 100.0000 3,200.00 32.000 3,200 (S) 173 JOINT SEAL (MR 40 MM) M 200.0000 36,800.00 184.000 36,800 (S) 174 JOINT SEAL (MR 50 MM) M 250.0000 61,750.00 247.000 61,750 (S) 175 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 3,963,015.00 1,887,150.000 3,963,015 (SF) 176 BAR REINFORCING STEEL (RETAINING WALL) KG 2.1000 4,714,584.00 2,310,167.000 4,851,350 (SF) 177 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 78,930.00 26,628.000 66,570 (SF) 178 BAR REINFORCING STEEL (PUMPING PLANT) KG 2.6000 134,810.00 51,850.000 134,810 (SF) 179 MEMBRANE WATERPROOFING M2 36.0000 6,438,060.00 178,835.000 6,438,060 (SF) 180 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 8.0000 71,920.00 8,990.000 71,920 (F) 181 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 8,990.00 8,990.000 8,990 (SF) 182 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 1,584,990.00 158,499.000 1,584,990 (F) 183 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 158,499.00 158,499.000 158,499 (SF) 184 FURNISH LAMINATED PANEL SIGN M2 325.0000 156,000.00 476.000 154,700 (25.4 MM-TYPE A) PROGRAM CAS145 PAGE 8 DATE 09/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 12:46 PM ESTIMATE NO. 68 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/11 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 09/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 14,400.00 118.910 14,269 (1.6 MM-UNFRAMED) 186 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 9,100.00 62.300 8,099 (2.0 MM-UNFRAMED) 187 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 6,200.00 30.790 6,158 (1.6 MM-FRAMED) 188 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 19,400.00 104.480 20,896 (2.0 MM-FRAMED) 189 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 24,000.00 19.600 23,520 (S) PILE (SIGN FOUNDATION) 190 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 228,000.00 81.810 245,430 (S) CONCRETE PILE (SIGN FOUNDATION) 191 METAL (ROADSIDE SIGN) KG 25.0000 9,625.00 710.000 17,750 (F) 192 METAL (RAIL MOUNTED SIGN) KG 25.0000 55,825.00 1,694.000 42,350 (F) 193 ROADSIDE SIGN - ONE POST EA 520.0000 57,200.00 102.000 53,040 194 ROADSIDE SIGN - TWO POST EA 1,400.0000 44,800.00 25.000 35,000 195 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 11,600.00 50.000 10,000 METHOD) 196 INSTALL SIGN OVERLAY M2 500.0000 16,500.00 33.050 16,525 197 INSTALL ROADSIDE SIGN EA 2,800.0000 8,400.00 2.000 5,600 (LAMINATED WOOD BOX POST) 198 CLEAN AND PAINT STEEL SHELL PILING LS 25,000.0000 25,000.00 1.000 25,000 (S) 199 PAINT CURB (2-COAT) M 5.0000 4,800.00 1,113.500 5,567 (S) 200 300 MM PLASTIC PIPE M 460.0000 25,300.00 36.640 16,854 201 825 MM REINFORCED CONCRETE PIPE M 550.0000 110,000.00 154.720 85,096 (CLASS II) 202 450 MM REINFORCED CONCRETE PIPE M 440.0000 576,400.00 1,419.500 624,580 (CLASS III) 203 600 MM REINFORCED CONCRETE PIPE M 705.0000 2,467,500.00 3,603.390 2,540,389 (CLASS IV) 204 750 MM REINFORCED CONCRETE PIPE M 1,000.0000 190,000.00 251.560 251,560 (CLASS IV) 205 900 MM REINFORCED CONCRETE PIPE M 1,020.0000 285,600.00 281.640 287,272 (CLASS IV) 206 1200 MM REINFORCED CONCRETE PIPE M 1,300.0000 897,000.00 682.040 886,652 (CLASS IV) 207 1500 MM REINFORCED CONCRETE PIPE M 1,430.0000 2,245,100.00 1,512.350 2,162,660 (CLASS IV) 208 1275 MM REINFORCED CONCRETE PIPE M 1,520.0000 380,000.00 250.000 380,000 (CLASS IV) 209 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,050.0000 178,500.00 165.240 173,502 (CLASS IV) 210 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,150.0000 113,850.00 97.570 112,205 (CLASS IV) 211 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 106,800.00 4,704.100 94,082 PROGRAM CAS145 PAGE 9 DATE 09/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 12:46 PM ESTIMATE NO. 68 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/11 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 09/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 160.0000 44,800.00 292.610 46,817 213 GRATED LINE DRAIN M 320.0000 35,200.00 95.000 30,400 (S) 214 1200 MM BITUMINOUS COATED CORRUGATED M 3,400.0000 8,500.00 2.500 8,500 STEEL PIPE RISER (2.01 MM THICK) 215 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 900.0000 197,100.00 0.000 0 216 250 MM DUCTILE IRON PIPE (CLASS 350) LS 225,000.0000 225,000.00 1.000 225,000 (S) 217 400 MM DUCTILE IRON PIPE (CLASS 350) LS 350,000.0000 350,000.00 1.000 350,000 (S) 218 450 MM DUCTILE IRON PIPE (CLASS 350) M 820.0000 557,600.00 664.920 545,234 (S) 219 200 MM WELDED STEEL PIPE CASING M 420.0000 45,780.00 0.000 0 (3.4 MM THICK) 220 406 MM WELDED STEEL PIPE CASING M 870.0000 18,270.00 21.000 18,270 (6.35 MM THICK) 221 457 MM WELDED STEEL PIPE CASING M 910.0000 19,110.00 21.000 19,110 (6.35 MM THICK) 222 450 MM WELDED STEEL PIPE CASING M 820.0000 20,500.00 25.000 20,500 (6.35 MM THICK) 223 610 MM WELDED STEEL PIPE CASING M 850.0000 162,350.00 182.000 154,700 (6.35 MM THICK) 224 762 MM WELDED STEEL PIPE CASING M 1,600.0000 33,600.00 21.000 33,600 (6.35 MM THICK) 225 450 MM MORTAR-LINED AND COATED STEEL LS 1,275,000.0000 1,275,000.00 1.000 1,275,000 (S) PIPE 226 450 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 3.000 4,500 227 600 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 1.000 1,500 228 DRAINAGE MANHOLE EA 30,000.0000 150,000.00 5.000 150,000 229 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,300.0000 24,700.00 9.370 12,181 230 150 MM CLAY SEWER PIPE M 1,700.0000 61,200.00 15.140 25,738 (S) 231 250 MM CLAY SEWER PIPE M 1,350.0000 823,500.00 612.600 827,010 (S) 232 300 MM CLAY SEWER PIPE M 1,350.0000 310,500.00 217.840 294,084 (S) 233 1200 MM PRECAST CONCRETE PIPE SEWER M 1,870.0000 56,100.00 29.610 55,370 (S) MANHOLE 234 CONCRETE (CHANNEL LINING) M3 390.0000 52,260.00 139.280 54,319 (F) 235 CONCRETE (CONCRETED-ROCK SLOPE M3 320.0000 6,720.00 20.100 6,432 PROTECTION) 236 CONCRETED-ROCK SLOPE PROTECTION M3 220.0000 17,600.00 94.020 20,684 (COBBLE, METHOD B) 237 SLOPE PAVING (CONCRETE) M3 550.0000 141,900.00 368.000 202,400 (F) 238 MINOR CONCRETE (DITCH LINING) M3 600.0000 120,000.00 216.860 130,116 PROGRAM CAS145 PAGE 10 DATE 09/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 12:46 PM ESTIMATE NO. 68 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/11 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 09/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 ROCK SLOPE PROTECTION FABRIC M2 10.0000 1,700.00 196.510 1,965 240 MINOR CONCRETE (MISCELLANEOUS M3 570.0000 163,590.00 311.890 177,777 (F) CONSTRUCTION) 241 MINOR CONCRETE (RAPID STRENGTH CONCRETE) M3 1,500.0000 72,000.00 39.150 58,725 242 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 570.0000 632,700.00 1,174.975 669,735 AND DRIVEWAY) 243 MINOR CONCRETE (GUTTER) M 100.0000 142,100.00 1,530.000 153,000 (F) 244 MINOR CONCRETE (STAMPED CONCRETE) M3 600.0000 22,200.00 31.050 18,630 245 DRAINAGE PUMPING EQUIPMENT LS 450,000.0000 450,000.00 1.000 450,000 (S) 246 PUMPING PLANT ELECTRICAL EQUIPMENT LS 100,000.0000 100,000.00 1.000 100,000 (S) 247 MISCELLANEOUS IRON AND STEEL KG 3.0000 147,915.00 50,568.000 151,704 (SF) 248 EQUIPMENT ACCESS STEEL COVER EA 2,000.0000 4,000.00 2.000 4,000 (S) (1524 MM X 1524 MM) 249 EQUIPMENT ACCESS STEEL COVER EA 2,000.0000 2,000.00 1.000 2,000 (S) (1220 MM X 1220 MM) 250 ACCESS HATCH (1220 MM X 1220 MM) EA 2,000.0000 2,000.00 1.000 2,000 (S) 251 ACCESS HATCH (1372 MM X 3050 MM) EA 2,000.0000 2,000.00 1.000 2,000 (S) 252 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 53,440.00 5,344.000 53,440 (SF) 253 BRIDGE DECK DRAINAGE SYSTEM KG 11.0000 126,500.00 11,500.000 126,500 (SF) 254 PUMPING PLANT METAL WORK KG 16.0000 48,880.00 3,055.000 48,880 (SF) 255 WATER LINE FACILITIES LS 100,000.0000 100,000.00 1.000 100,000 (S) 256 CHAIN LINK FENCE (TYPE CL-1.8) M 70.0000 105,000.00 1,730.100 121,107 (S) 257 PICKET FENCING M 800.0000 664,000.00 834.440 667,552 (S) 258 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 2,000.00 7.000 7,000 (S) 259 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,500.0000 5,000.00 2.000 5,000 (S) 260 DELINEATOR (CLASS 1) EA 50.0000 3,000.00 135.000 6,750 261 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 800.00 16.000 1,600 262 METAL BEAM GUARD RAILING (WOOD POST) M 110.0000 139,700.00 788.460 86,730 (S) 263 CHAIN LINK RAILING (TYPE 7) M 225.0000 110,250.00 440.000 99,000 (S) 264 DECORATIVE METAL RAILING M 550.0000 1,223,750.00 2,225.000 1,223,750 (SF) 265 PEDESTRIAN BARRICADE EA 600.0000 2,400.00 14.000 8,400 PROGRAM CAS145 PAGE 11 DATE 09/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 12:46 PM ESTIMATE NO. 68 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/11 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 09/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 PIPE HANDRAILING M 330.0000 35,310.00 107.000 35,310 (SF) 267 TUBULAR HANDRAILING M 310.0000 110,360.00 335.000 103,850 (SF) 268 CONCRETE BARRIER (TYPE 26A) M 310.0000 105,400.00 279.000 86,490 (F) 269 CONCRETE BARRIER (TYPE 26 MODIFIED) M 320.0000 183,040.00 572.000 183,040 (F) 270 CABLE RAILING M 60.0000 40,740.00 679.000 40,740 (SF) 271 TRANSITION RAILING (TYPE WB) EA 5,000.0000 50,000.00 11.000 55,000 (S) 272 END CAP EA 200.0000 3,600.00 12.000 2,400 (S) 273 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 11,000.00 4.000 4,000 (S) 274 END ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 1,000.00 1.000 1,000 (S) 275 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 39,000.00 10.000 30,000 (S) 276 CRASH CUSHION (REACT 9CBB) EA 60,000.0000 120,000.00 2.000 120,000 (S) 277 CRASH CUSHION (REACT 9SCBS) EA 60,000.0000 60,000.00 1.000 60,000 (S) 278 CONCRETE BARRIER (TYPE 60) M 335.0000 834,150.00 1,742.300 583,670 279 CONCRETE BARRIER (TYPE 60A) M 360.0000 37,800.00 105.000 37,800 (F) 280 CONCRETE BARRIER (TYPE 60C) M 630.0000 289,800.00 615.560 387,802 281 CONCRETE BARRIER (TYPE 60D) M 340.0000 1,059,100.00 3,114.000 1,058,760 (F) 282 CONCRETE BARRIER (TYPE 60E) M 310.0000 86,800.00 212.400 65,844 283 CONCRETE BARRIER (TYPE 60C MODIFIED) M 210.0000 96,600.00 381.200 80,052 284 CONCRTE BARRIER (TYPE 60E MODIFIED) M 310.0000 43,400.00 174.400 54,064 285 CONCRETE BARRIER (TYPE 736) M 250.0000 62,000.00 248.000 62,000 (F) 286 CONCRETE BARRIER (TYPE 736A) M 250.0000 683,250.00 2,690.000 672,500 (F) 287 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 35,100.00 117.000 35,100 (F) 288 CONCRETE BARRIER (TYPE 736B MODIFIED) M 300.0000 8,400.00 28.000 8,400 289 CONCRETE BARRIER (TYPE 736S/SV) M 300.0000 8,700.00 29.000 8,700 (F) 290 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 84,400.00 2,108.300 84,332 (S) 291 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 74,550.00 56,583.140 84,874 (S) 292 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 22,950.00 7,361.650 22,084 (S) PROGRAM CAS145 PAGE 12 DATE 09/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 12:46 PM ESTIMATE NO. 68 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/11 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 09/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 10,410.00 3,229.000 9,687 (S) (BROKEN 3.66 M - 0.92 M) 294 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 400.00 0.000 0 (S) (BROKEN 1.83 M - 0.30 M) 295 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 18,600.00 32,852.000 32,852 (S) (BROKEN 10.98 M - 3.66 M) 296 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 7,780.00 7,216.040 7,216 (S) (BROKEN 5.18 M - 2.14 M) 297 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,140.00 1,738.000 5,214 (S) (BROKEN 10.98 M - 3.66 M) 298 PAINT TRAFFIC STRIPE (2-COAT - BLACK) M 1.0000 35,000.00 44,892.000 44,892 (S) 299 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 12,480.00 7,536.000 15,072 (S) 300 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 35,480.00 10,047.000 40,188 (S) 301 TEMPORARY SIGNAL SYSTEM (STAGE 1B.1) LS 60,000.0000 60,000.00 1.000 60,000 (S) 302 TEMPORARY SIGNAL SYSTEM (STAGE 1C.2) LS 60,000.0000 60,000.00 1.000 60,000 (S) 303 TEMPORARY SIGNAL SYSTEM LS 780,000.0000 780,000.00 1.000 780,000 (S) 304 SIGNAL AND LIGHTING (LOCATION 1) LS 150,000.0000 150,000.00 1.000 150,000 (S) 305 SIGNAL AND LIGHTING (LOCATION 2) LS 175,000.0000 175,000.00 1.000 175,000 (S) 306 SIGNAL AND LIGHTING (LOCATION 3) LS 110,000.0000 110,000.00 1.000 110,000 (S) 307 SIGNAL AND LIGHTING (LOCATION 4) LS 60,000.0000 60,000.00 1.000 60,000 (S) 308 SIGNAL AND LIGHTING (LOCATION 5) LS 150,000.0000 150,000.00 1.000 150,000 (S) 309 SIGNAL AND LIGHTING (LOCATION 6) LS 120,000.0000 120,000.00 1.000 120,000 (S) 310 SIGNAL AND LIGHTING (LOCATION 7) LS 250,000.0000 250,000.00 1.000 250,000 (S) 311 SIGNAL AND LIGHTING (LOCATION 8) LS 140,000.0000 140,000.00 1.000 140,000 (S) 312 SIGNAL AND LIGHTING (LOCATION 9) LS 10,000.0000 10,000.00 1.000 10,000 (S) (REMOVE) 313 LIGHTING (CITY STREET) LS 350,000.0000 350,000.00 1.000 350,000 (S) 314 LIGHTING AND SIGN ILLUMINATION LS 1,020,000.0000 1,020,000.00 1.000 1,020,000 (S) 315 TEMPORARY LIGHTING SYSTEM LS 520,000.0000 520,000.00 1.000 520,000 (S) 316 CHANGEABLE MESSAGE SIGN SYSTEM LS 70,000.0000 70,000.00 1.000 70,000 (S) 317 INTERCONNECTION CONDUIT AND CABLE LS 70,000.0000 70,000.00 1.000 70,000 (S) 318 COMMUNICATION SYSTEM LS 1,950,000.0000 1,950,000.00 1.000 1,950,000 (S) 319 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 1.000 10,000 (S) (LOCATION 1) PROGRAM CAS145 PAGE 13 DATE 09/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 12:46 PM ESTIMATE NO. 68 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/11 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 09/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 1.000 20,000 (S) (LOCATION 2) 321 TRAFFIC MONITORING STATION (LOCATION 1) LS 90,000.0000 90,000.00 1.000 90,000 (S) 322 TRAFFIC MONITORING STATION (LOCATION 2) LS 110,000.0000 110,000.00 1.000 110,000 (S) 323 TRAFFIC MONITORING STATION (LOCATION 3) LS 120,000.0000 120,000.00 1.000 120,000 (S) 324 CLOSED CIRCUIT TELEVISION LS 70,000.0000 70,000.00 1.000 70,000 (S) (LOCATION 1) 325 CLOSED CIRCUIT TELEVISION LS 30,000.0000 30,000.00 1.000 30,000 (S) (LOCATION 2) 326 CLOSED CIRCUIT TELEVISION LS 60,000.0000 60,000.00 1.000 60,000 (S) (LOCATION 3) 327 CLOSED CIRCUIT TELEVISION LS 50,000.0000 50,000.00 1.000 50,000 (S) (LOCATION 4) 328 RAMP METERING SYSTEM (LOCATION 1) LS 175,000.0000 175,000.00 1.000 175,000 (S) 329 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 1.000 40,000 (S) 330 RAMP METERING SYSTEM (LOCATION 3) LS 110,000.0000 110,000.00 1.000 110,000 (S) 331 RAMP METERING SYSTEM LS 240,000.0000 240,000.00 1.000 240,000 (S) (LOCATION 4 & 5) 332 RAMP METERING SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 (S) (REMOVE) 333 TEMPORARY RAMP METERING SYSTEM LS 250,000.0000 250,000.00 1.000 250,000 (S) 334 SYSTEM TESTING AND DOCUMENTATION LS 90,000.0000 90,000.00 1.000 90,000 (S) 335 TRAINING LS 20,000.0000 20,000.00 1.000 20,000 (S) 336 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 337 IMPORTED BORROW M3 0.0100 300.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 09/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-101674 TIME 12:46 PM ESTIMATE NO. 68 BID OPENING 02/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/18/11 R.E. NAME: GILCHRIST,WILLIAM DATE OF THIS ESTIMATE 09/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 171,186,929.46 ADJUSTMENT OF COMPENSATION 0.00 3,436,335.06 EXTRA WORK 0.00 6,179,903.28 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 180,803,167.80 338 MOBILIZATION LS 19,300,000.0000 19,300,000.00 1.000 19,300,000 ORIGINAL CONTRACT AMOUNT 193,379,599.00 TOTAL WORK COMPLETED 0.00 200,103,167.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 -216,752.72 TOTAL 1,000.00 199,886,415.08 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 04/25/06 1530 05/22/06 05/10/06 01/18/11 1700 0 72 15 100% 100% GILCHRIST,WILLIAM RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/12