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 10/31/12 EST. NO.54 TIME 12:51 PM R.E. NAME: DAN MILLER 05-447804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 168 0001 -6,320.30 A.C. @ L.S.(-) 102512 N 168010 169 0001 14,233.96 A.C. @ L.S.(+) 102512 N 169010 7,913.66 TOTAL THIS ESTIMATE 8,792,829.86 TOTAL PREVIOUS ESTIMATE 8,800,743.52 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 10/31/12 EST. NO.54 TIME 12:51 PM R.E. NAME: DAN MILLER 05-447804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CV FAILURE -2,500.00 03 DEDUCTION NO 1 1,428.64 04 DEDUCTION NO 2 -226.80 04 NON COMPLIANCE SWPPP -388,530.96 09 RELEASE 54-3 388,530.96 10 CV CL 625 ALT V PILE -104.54 26 NON-COMP CV@MILPAS -1,800.00 41 NON-COMP AC FAILURE -2,236.00 41 AC-NON COMPLIANCE -877.50 45 OUT OF SPEC MATERIAL 6,316.20 54 6,316.20 0.00 LABOR COMPLIANCE VIOLATION MISS PYRLS -10,000.00 03 REC'D MISS PYRLS 10,000.00 10 MISS PAYROLLS -10,000.00 14 MISS PAYROLLS -1,000.00 18 REL EST 14 10,000.00 18 RECD PYRLS EST 19 1,000.00 22 MISS PAYROLLS -2,500.00 27 RECD PAYROLLS EST 27 2,500.00 29 MISS PAYROLLS -2,500.00 35 RECD PAYROLLS #35 2,500.00 37 MISSING PAYROLLS -2,500.00 40 MISS PAYROLLS -2,500.00 42 MISS PAYROLLS -1,500.00 46 RECD PYRLS #40,42,46 6,500.00 47 MISS PAYROLLS -1,500.00 48 MISS PAYROLLS -5,000.00 49 RECD PAYROLLS #48 1,500.00 50 RECD PAYROLLS #49 5,000.00 51 MISS PAYROLLS -10,000.00 52 RECD PAYROLLS 10,000.00 53 0.00 0.00 TOTAL DEDUCTIONS 6,316.20 0.00 PROGRAM CAS145 PAGE 1 DATE 10/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 12:51 PM ESTIMATE NO. 54 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: DAN MILLER DATE OF THIS ESTIMATE 10/31/12 LOCATION SEMI-FINAL ESTIMATE 05-SB-101-10.8/12.8 ------------------- SECURITY PAVING COMPANY, INC. IN SANTA BARBARA COUNTY IN SANTA LIC. 116307 BARBARA FROM 0.4 KM WEST OF OLIVE P O BOX 1489 MILL ROAD OVERCROSSING TO THE SUN VALLEY CA 91353 MILPAS STREET UNDERCROSSING FED. AID NO. N O N E RECONSTRUCT TWO INTERCHANGES ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 1.000 3,000 002 TIME-RELATED OVERHEAD WDAY 2,800.0000 1,820,000.00 832.000 2,329,600 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 004 TEMPORARY FENCE (TYPE ESA) M 5.0000 14,650.00 1,243.000 6,215 (S) 005 CONSTRUCTION SITE MANAGEMENT LS 125,000.0000 125,000.00 1.000 125,000 006 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 1.000 4,000 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 10.0000 109,000.00 8,993.170 89,931 008 TEMPORARY SILT FENCE M 10.0000 15,000.00 2,089.620 20,896 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 27,000.00 13.000 39,000 010 TEMPORARY COVER M2 5.0000 2,000.00 1,094.000 5,470 011 TEMPORARY CHECK DAM M 40.0000 12,400.00 595.700 23,828 012 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 115.000 28,750 013 STREET SWEEPING LS 240,000.0000 240,000.00 1.000 240,000 014 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 1.000 70,000 (S) 015 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 1.000 400,000 (S) 016 TYPE III BARRICADE EA 80.0000 6,080.00 74.000 5,920 (S) 017 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 45,210.00 1,266.000 41,778 (S) 018 FLASHING BEACON (PORTABLE) EA 485.0000 8,245.00 7.000 3,395 (S) 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 1.000 40,000 (S) 020 TEMPORARY RAILING (TYPE K) M 54.0000 664,200.00 16,450.160 888,308 021 TEMPORARY CRASH CUSHION MODULE EA 210.0000 60,900.00 356.000 74,760 (S) 022 TEMPORARY TRAFFIC SCREEN M 23.0000 36,800.00 964.500 22,183 (S) PROGRAM CAS145 PAGE 2 DATE 10/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 12:51 PM ESTIMATE NO. 54 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: DAN MILLER DATE OF THIS ESTIMATE 10/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON CULVERT EA 9,000.0000 27,000.00 3.000 27,000 024 ABANDON WATER WELL EA 4,000.0000 4,000.00 1.000 4,000 (S) 025 REMOVE CHAIN LINK FENCE M 11.0000 19,030.00 2,699.000 29,689 (S) 026 REMOVE METAL BEAM GUARD RAILING M 22.6000 14,690.00 1,070.620 24,196 (S) 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6500 28,875.00 5,711.560 9,424 (S) STRIPE 028 REMOVE TRAFFIC STRIPE M 1.3500 37,800.00 30,556.650 41,251 (S) 029 REMOVE PAVEMENT MARKING M2 22.0000 3,520.00 62.610 1,377 (S) 030 REMOVE ROADSIDE SIGN EA 135.0000 10,665.00 56.000 7,560 031 REMOVE SIGN STRUCTURE EA 5,000.0000 20,000.00 6.000 30,000 032 REMOVE ASPHALT CONCRETE DIKE M 4.0000 3,680.00 884.940 3,539 033 REMOVE PIPE M 55.0000 20,900.00 451.380 24,825 034 REMOVE INLET EA 1,200.0000 20,400.00 28.000 33,600 035 REMOVE HEADWALL EA 1,200.0000 2,400.00 2.000 2,400 036 REMOVE RETAINING WALL M 250.0000 3,500.00 14.000 3,500 037 REMOVE BASE AND SURFACING M3 15.0000 14,850.00 1,101.050 16,515 038 REMOVE SINGLE THRIE BEAM BARRIER M 22.5000 29,475.00 1,959.110 44,079 (S) 039 RECONSTRUCT ARCHITECTURAL RAILING AND M 280.0000 30,800.00 110.000 30,800 (S) POLES 040 RESET ROADSIDE SIGN EA 325.0000 5,850.00 13.000 4,225 041 RELOCATE ROADSIDE SIGN EA 325.0000 10,400.00 43.000 13,975 042 ADJUST WATER VALVE COVER TO GRADE EA 400.0000 2,000.00 7.000 2,800 043 ADJUST INLET EA 1,800.0000 3,600.00 2.000 3,600 044 ADJUST MANHOLE TO GRADE EA 550.0000 5,500.00 3.000 1,650 045 ADJUST UTILITY COVER TO GRADE EA 400.0000 1,200.00 0.000 0 046 ADJUST MONITORING WELL COVER TO GRADE EA 400.0000 3,200.00 0.000 0 047 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 6,820.00 1,883.939 20,723 (S) 048 REMOVE CONCRETE (CURB AND GUTTER) M 20.0000 34,200.00 1,563.200 31,264 049 REMOVE CONCRETE SIDEWALK M 25.0000 6,250.00 250.000 6,250 PROGRAM CAS145 PAGE 3 DATE 10/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 12:51 PM ESTIMATE NO. 54 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: DAN MILLER DATE OF THIS ESTIMATE 10/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CHANNEL) M3 130.0000 14,300.00 314.000 40,820 051 REMOVE CONCRETE BARRIER M 22.0000 64,680.00 2,940.000 64,680 052 PREPARE CONCRETE BRIDGE DECK SURFACE M2 26.0000 19,500.00 0.000 0 (F) 053 CAP INLET EA 1,800.0000 3,600.00 3.000 5,400 054 BRIDGE REMOVAL, LOCATION A LS 85,300.0000 85,300.00 1.000 85,300 055 BRIDGE REMOVAL, LOCATION B LS 245,000.0000 245,000.00 1.000 245,000 056 BRIDGE REMOVAL (PORTION), LOCATION A LS 63,200.0000 63,200.00 1.000 63,200 057 BRIDGE REMOVAL (PORTION), LOCATION B LS 29,700.0000 29,700.00 1.000 29,700 058 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000 059 ROADWAY EXCAVATION M3 35.7500 1,730,300.00 55,749.738 1,993,053 060 ROADWAY EXCAVATION (TYPE Z-2) M3 211.0000 1,029,680.00 5,789.393 1,221,561 (AERIALLY DEPOSITED LEAD) 061 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 062 STRUCTURE EXCAVATION (BRIDGE) M3 46.0000 142,600.00 3,100.000 142,600 (F) 063 STRUCTURE EXCAVATION (TYPE D) M3 140.0000 84,000.00 600.000 84,000 (F) 064 STRUCTURE EXCAVATION (RETAINING WALL) M3 65.0000 346,710.00 5,364.000 348,660 (F) 065 STRUCTURE EXCAVATION (SIGN FOUNDATION) M3 50.0000 9,800.00 261.000 13,050 (F) 066 STRUCTURE BACKFILL (BRIDGE) M3 68.0000 204,000.00 3,000.000 204,000 (F) 067 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 319,900.00 6,420.000 321,000 (F) 068 STRUCTURE BACKFILL (SIGN FOUNDATION) M3 60.0000 7,440.00 166.000 9,960 (F) 069 HIGHWAY PLANTING LS 143,100.0000 143,100.00 1.000 143,100 (S) 070 IMPORTED TOPSOIL M3 48.0000 18,720.00 383.710 18,418 071 PLANT (GROUP W) EA 3.8000 110.20 29.000 110 (S) 072 TRANSPLANT PALM TREE EA 5,070.0000 106,470.00 19.000 96,330 (S) 073 PLANT ESTABLISHMENT WORK LS 8,650.0000 8,650.00 1.000 8,650 (S) 074 PLANT ESTABLISHMENT (MITIGATION SITE) LS 15,550.0000 15,550.00 1.000 15,550 (S) 075 IRRIGATION SYSTEM LS 196,350.0000 196,350.00 1.000 196,350 (S) 076 NPS 2 SUPPLY LINE (BRIDGE) M 9.0000 351.00 39.000 351 PROGRAM CAS145 PAGE 4 DATE 10/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 12:51 PM ESTIMATE NO. 54 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: DAN MILLER DATE OF THIS ESTIMATE 10/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 NPS 3 SUPPLY LINE (BRIDGE) M 25.4000 990.60 39.000 990 078 40 MM PLASTIC PIPE (PR 200) M 30.2500 4,537.50 126.000 3,811 (SUPPLY LINE) 079 40 MM IRRIGATION SLEEVE M 25.4000 787.40 39.000 990 080 75 MM IRRIGATION SLEEVE M 30.2500 3,357.75 164.180 4,966 081 200 MM IRRIGATION SLEEVE M 50.7500 609.00 7.300 370 082 100 MM CORRUGATED HIGH DENSITY M 53.4500 14,966.00 184.430 9,857 POLYETHYLENE PIPE CONDUIT 083 200 MM CORRUGATED HIGH DENSITY M 74.0000 10,360.00 101.840 7,536 POLYETHYLENE PIPE CONDUIT 084 250 MM CORRUGATED HIGH DENSITY M 90.9000 16,362.00 145.910 13,263 POLYETHYLENE PIPE CONDUIT 085 300 MM CORRUGATED HIGH DENSITY M 94.0000 5,922.00 60.300 5,668 POLYETHYLENE PIPE CONDUIT 086 150 MM WELDED STEEL PIPE CONDUIT M 218.1500 3,272.25 0.000 0 (6.35 MM THICK) 087 200 MM WELDED STEEL PIPE CONDUIT M 264.6000 39,690.00 158.650 41,978 (6.35 MM THICK) 088 250 MM WELDED STEEL PIPE CONDUIT M 334.8000 20,757.60 39.640 13,271 (6.35 MM THICK) 089 EXTEND 150 MM CONDUIT M 164.1500 1,805.65 11.000 1,805 090 EXTEND 200 MM CONDUIT M 237.6000 1,188.00 5.000 1,188 091 CLASS 2 AGGREGATE BASE M3 50.9500 1,655,875.00 39,955.344 2,035,724 092 ASPHALT TREATED PERMEABLE BASE M3 440.0000 11,440.00 26.000 11,440 093 ASPHALT CONCRETE (TYPE A) TONN 121.0000 3,472,700.00 35,233.496 4,263,253 094 ASPHALT CONCRETE (OPEN GRADED) TONN 136.0000 342,720.00 0.000 0 095 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 65.0000 390.00 62.640 4,071 AREA) 096 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 14.6000 671.60 48.400 706 097 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 14.6000 5,110.00 542.800 7,924 098 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 14.6000 7,008.00 941.600 13,747 099 ASPHALTIC EMULSION (PAINT BINDER) TONN 850.0000 55,250.00 60.840 51,714 100 FURNISH PILING (CLASS 900) M 230.0000 301,760.00 1,307.060 300,623 (ALTERNATIVE W) 101 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,160.0000 164,160.00 76.000 164,160 (S) 102 FURNISH PILING (CLASS 900) M 300.0000 307,800.00 0.000 0 (ALTERNATIVE W MODIFIED) 103 DRIVE PILE (CLASS 900) EA 1,080.0000 55,080.00 48.000 51,840 (S) (ALTERNATIVE W MODIFIED) PROGRAM CAS145 PAGE 5 DATE 10/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 12:51 PM ESTIMATE NO. 54 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: DAN MILLER DATE OF THIS ESTIMATE 10/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PILING (CLASS 625) M 126.0000 228,060.00 1,808.750 227,902 (ALTERNATIVE V) 105 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,080.0000 99,360.00 92.000 99,360 (S) 106 FURNISH PILING (CLASS 625) M 158.0000 690,776.00 0.000 0 (ALTERNATIVE V MODIFIED) 107 DRIVE PILE (CLASS 625) EA 1,080.0000 240,840.00 223.000 240,840 (S) (ALTERNATIVE V MODIFIED) 108 FURNISH PILING (CLASS 400) M 87.0000 1,021,206.00 11,179.111 972,582 109 DRIVE PILE (CLASS 400) EA 1,080.0000 1,032,480.00 923.000 996,840 (S) 110 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 111 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 345.0000 372,600.00 1,079.280 372,351 PILING (460 MM) 112 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 2,430.0000 252,720.00 104.000 252,720 (S) PILE (460 MM) 113 PRESTRESSING CAST-IN-PLACE CONCRETE LS 170,000.0000 170,000.00 1.000 170,000 (S) 114 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 515.0000 458,350.00 890.000 458,350 (F) 115 STRUCTURAL CONCRETE, BRIDGE M3 890.0000 4,450,000.00 5,178.000 4,608,420 (F) 116 STRUCTURAL CONCRETE, RETAINING WALL M3 870.0000 974,400.00 1,156.314 1,005,993 (F) 117 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,040.0000 613,600.00 602.000 626,080 (F) (TYPE N) 118 STRUCTURAL CONCRETE (SIGN FOUNDATION) M3 760.0000 54,720.00 94.000 71,440 (F) 119 CLASS 2 CONCRETE (BOX CULVERT) M3 1,230.0000 309,960.00 641.000 788,430 (F) 120 CLASS 2 CONCRETE (CONCRETE CHANNEL) M3 685.0000 390,450.00 577.250 395,416 (F) 121 CLASS 2 CONCRETE (RETAINING WALL) M3 620.0000 890,940.00 1,438.000 891,560 (F) 122 MINOR CONCRETE (MINOR STRUCTURE) M3 2,550.0000 510,000.00 219.960 560,898 (F) 123 MINOR CONCRETE (SLAB) M3 535.0000 21,400.00 40.000 21,400 (F) 124 MINOR CONCRETE M2 550.0000 45,100.00 82.000 45,100 (F) (RAISED ISLAND PLANTER WALL) 125 MINOR CONCRETE (SOUND WALL) M3 650.0000 455,000.00 700.000 455,000 (F) 126 MINOR CONCRETE (PILE CAP) M3 820.0000 188,600.00 243.200 199,424 (F) 127 MINOR CONCRETE (TRENCH FOOTING) M3 985.0000 502,350.00 541.750 533,623 (F) 128 PILASTER (SINGLE) EA 950.0000 3,800.00 7.000 6,650 129 PILASTER (DOUBLE) EA 2,160.0000 216,000.00 97.000 209,520 130 ARCHITECTURAL TEXTURE (CAPITAL) M2 1,350.0000 99,900.00 74.000 99,900 (F) PROGRAM CAS145 PAGE 6 DATE 10/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 12:51 PM ESTIMATE NO. 54 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: DAN MILLER DATE OF THIS ESTIMATE 10/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ARCHITECTURAL TEXTURE (STUCCO) M2 73.0000 696,201.00 9,537.000 696,201 (F) 132 ARCHITECTURAL TEXTURE M2 1,100.0000 67,100.00 61.000 67,100 (F) (MANUFACTURED STONE PILASTER CAP) 133 ARCHITECTURAL TEXTURE M2 855.0000 376,200.00 440.000 376,200 (F) (MANUFACTURED STONE WALL CAP) 134 ARCHITECTURAL TEXTURE M2 1,115.0000 10,035.00 9.000 10,035 (F) (MANUFACTURED STONE BARRIER) 135 CONCRETE CLOSURE WALL M2 570.0000 43,890.00 58.000 33,060 (F) 136 PRECAST CONCRETE CLOSURE WALL M2 750.0000 570,000.00 760.000 570,000 (F) 137 RETAINING WALL STEM (TYPE 6) M2 1,535.0000 36,840.00 24.000 36,840 (F) 138 FURNISH POLYESTER CONCRETE OVERLAY M3 3,900.0000 58,500.00 0.000 0 139 PLACE POLYESTER CONCRETE OVERLAY M2 52.0000 39,000.00 0.000 0 (F) 140 SOUND WALL (MASONRY BLOCK) M2 123.0000 343,170.00 2,790.000 343,170 (F) 141 JOINT SEAL (MR 30 MM) M 97.0000 8,536.00 88.000 8,536 (S) 142 JOINT SEAL (MR 15 MM) M 97.0000 7,760.00 80.000 7,760 (S) 143 JOINT SEAL (MR 50 MM) M 294.0000 37,632.00 128.000 37,632 (S) 144 BAR REINFORCING STEEL KG 2.5000 142,292.50 57,833.000 144,582 (SF)(CONCRETE CHANNEL) 145 BAR REINFORCING STEEL (BRIDGE) KG 2.7200 1,792,480.00 677,179.000 1,841,926 (SF) 146 BAR REINFORCING STEEL (RETAINING WALL) KG 2.6500 451,045.90 173,063.000 458,616 (SF) 147 BAR REINFORCING STEEL (SOUND WALL) KG 2.3000 23,460.00 10,200.000 23,460 (SF) 148 BAR REINFORCING STEEL (BOX CULVERT) KG 2.7500 76,353.75 75,837.000 208,551 (SF) 149 BAR REINFORCING STEEL KG 3.0000 15,354.00 6,602.000 19,806 (SF)(SIGN FOUNDATION) 150 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 151 ASPHALT MEMBRANE WATERPROOFING M2 45.0000 14,400.00 320.000 14,400 (S) 152 FURNISH SIGN STRUCTURE (TRUSS) KG 12.1000 914,893.10 77,293.000 935,245 (F) 153 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6200 46,878.82 91,002.000 56,421 (SF) 154 FURNISH LAMINATED PANEL SIGN M2 185.0000 33,300.00 180.000 33,300 (25.4 MM-TYPE A) 155 FURNISH SINGLE SHEET ALUMINUM SIGN M2 139.0000 13,900.00 87.450 12,155 (1.6 MM-UNFRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN M2 147.0000 2,940.00 16.940 2,490 (1.6 MM-FRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 3,960.00 21.120 3,484 (2.0 MM-FRAMED) PROGRAM CAS145 PAGE 7 DATE 10/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 12:51 PM ESTIMATE NO. 54 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: DAN MILLER DATE OF THIS ESTIMATE 10/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 1524 MM CAST-IN-DRILLED-HOLE M 1,930.0000 55,970.00 29.000 55,970 (S) CONCRETE PILE (SIGN FOUNDATION) 159 ROADSIDE SIGN - ONE POST EA 325.0000 39,000.00 97.000 31,525 160 ROADSIDE SIGN - TWO POST EA 700.0000 4,200.00 5.000 3,500 161 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 165.0000 330.00 4.000 660 METHOD) 162 INSTALL SIGN OVERLAY EA 1,500.0000 1,500.00 1.000 1,500 163 INSTALL SIGN PANEL ON EXISTING FRAME EA 750.0000 750.00 1.000 750 164 PREPARE AND STAIN CONCRETE M2 35.0000 26,915.00 769.000 26,915 165 450 MM ALTERNATIVE PIPE CULVERT M 285.0000 91,200.00 325.380 92,733 166 600 MM ALTERNATIVE PIPE CULVERT M 340.0000 336,600.00 1,001.500 340,510 167 750 MM ALTERNATIVE PIPE CULVERT M 335.0000 67,000.00 151.600 50,786 168 900 MM ALTERNATIVE PIPE CULVERT M 415.0000 240,700.00 549.000 227,835 169 1200 MM ALTERNATIVE PIPE CULVERT M 555.0000 99,900.00 177.300 98,401 170 1500 MM ALTERNATIVE PIPE CULVERT M 590.0000 112,100.00 181.400 107,026 171 375 MM REINFORCED CONCRETE PIPE M 400.0000 44,000.00 119.700 47,880 172 450 MM REINFORCED CONCRETE PIPE M 335.0000 43,550.00 123.200 41,272 173 600 MM REINFORCED CONCRETE PIPE M 610.0000 7,930.00 10.500 6,405 174 80 MM SLOTTED PLASTIC PIPE M 60.0000 66,000.00 952.700 57,162 175 80 MM PLASTIC PIPE (EDGE DRAIN) M 60.0000 3,780.00 63.000 3,780 176 FILTER FABRIC M2 2.5000 11,200.00 7,198.880 17,997 177 CLASS 1 PERMEABLE MATERIAL M3 70.0000 56,000.00 1,340.620 93,843 178 300 MM ALTERNATIVE PIPE DOWNDRAIN M 500.0000 5,000.00 6.400 3,200 179 FLOOD RELEASE PANEL EA 4,500.0000 1,395,000.00 319.000 1,435,500 180 600 MM ALTERNATIVE FLARED END SECTION EA 1,400.0000 2,800.00 2.000 2,800 181 900 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 3,400.00 2.000 3,400 182 1200 MM PRECAST CONCRETE PIPE MANHOLE EA 8,000.0000 24,000.00 3.000 24,000 183 450 MM REINFORCED CONCRETE PIPE RISER M 1,000.0000 1,000.00 0.000 0 184 900 MM REINFORCED CONCRETE PIPE RISER M 2,000.0000 1,000.00 0.500 1,000 PROGRAM CAS145 PAGE 8 DATE 10/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 12:51 PM ESTIMATE NO. 54 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: DAN MILLER DATE OF THIS ESTIMATE 10/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 MINOR CONCRETE (CURB) M3 850.0000 81,600.00 68.232 57,997 186 MINOR CONCRETE (MISCELLANEOUS M3 675.0000 67,500.00 110.110 74,324 CONSTRUCTION) 187 MINOR CONCRETE (CURB AND GUTTER) M3 535.0000 165,850.00 317.413 169,815 188 MINOR CONCRETE (ROUNDABOUT TRUCK APRON) M3 900.0000 37,800.00 42.000 37,800 189 MINOR CONCRETE (DRIVEWAY) M3 550.0000 20,900.00 42.786 23,532 190 MINOR CONCRETE (GUTTER) M3 535.0000 6,955.00 19.996 10,697 191 MINOR CONCRETE (SIDEWALK) M3 550.0000 253,000.00 481.706 264,938 192 MINOR CONCRETE (TEXTURED PAVING) M2 105.0000 16,800.00 140.630 14,766 193 MINOR CONCRETE (BUS POCKET) M3 510.0000 17,850.00 34.043 17,361 194 MINOR CONCRETE (CURB RAMP) M3 1,600.0000 38,400.00 29.228 46,764 195 MISCELLANEOUS IRON AND STEEL KG 3.6500 53,859.40 16,720.740 61,030 (SF) 196 MISCELLANEOUS METAL (BRIDGE) KG 3.5000 1,435.00 410.000 1,435 (SF) 197 FLUSH SOFFIT LUMINAIRE ORNAMENTAL FRAME EA 1,165.0000 13,980.00 12.000 13,980 (S) 198 CHAIN LINK FENCE (TYPE CL-1.8) M 39.1500 72,036.00 2,536.100 99,288 (S) 199 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,980.0000 1,980.00 2.000 3,960 (S) 200 SURVEY MONUMENT EA 750.0000 3,750.00 0.000 0 201 DELINEATOR (CLASS 1) EA 43.0000 7,740.00 86.000 3,698 202 OBJECT MARKER EA 200.0000 4,400.00 8.000 1,600 203 METAL BEAM GUARD RAILING (STEEL POST) M 76.0000 117,800.00 2,104.310 159,927 (S) 204 PICKET RAILING (TYPE 1) M 1,408.0000 30,976.00 22.000 30,976 (S) 205 PICKET RAILING (TYPE 2) M 1,140.0000 22,800.00 54.250 61,845 (S) 206 PICKET RAILING (TYPE 2) ON STAIRS M 1,447.0000 21,705.00 13.700 19,823 (S) 207 SINGLE THRIE BEAM BARRIER (STEEL POST) M 95.7000 201,927.00 2,776.050 265,667 (S) 208 CABLE RAILING M 32.8000 15,744.00 488.000 16,006 (S) 209 TRANSITION RAILING (TYPE STB) EA 3,900.0000 3,900.00 1.000 3,900 (S) 210 TRANSITION RAILING (TYPE WB) EA 3,325.0000 33,250.00 10.000 33,250 (S) 211 TERMINAL SYSTEM (TYPE CAT) EA 4,835.0000 9,670.00 2.000 9,670 (S) PROGRAM CAS145 PAGE 9 DATE 10/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 12:51 PM ESTIMATE NO. 54 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: DAN MILLER DATE OF THIS ESTIMATE 10/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 1,485.0000 2,970.00 2.000 2,970 (S) 213 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,295.0000 10,360.00 7.000 9,065 (S) 214 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,375.0000 20,250.00 4.000 13,500 (S) 215 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,755.0000 19,285.00 8.000 22,040 (S) 216 ALTERNATIVE CRASH CUSHION SYSTEM EA 21,400.0000 21,400.00 1.000 21,400 (S) 217 CONCRETE BARRIER (TYPE 60) M 180.0000 322,200.00 2,090.400 376,272 218 CONCRETE BARRIER (TYPE 60C) M 325.0000 182,000.00 555.000 180,375 219 CONCRETE BARRIER (TYPE 60D) M 207.0000 6,003.00 57.000 11,799 220 CONCRETE BARRIER (TYPE 60SC) M 325.0000 204,750.00 630.000 204,750 221 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 1,015.0000 5,075.00 5.000 5,075 222 CONCRETE BARRIER (TYPE 732A) M 265.0000 138,595.00 523.000 138,595 (F) 223 CONCRETE BARRIER (TYPE 732A MODIFIED 2) M 325.0000 17,875.00 55.000 17,875 (F) 224 CONCRETE BARRIER (TYPE 736 MODIFIED) M 765.0000 29,835.00 39.000 29,835 (F) 225 CONCRETE BARRIER (TYPE 736S) M 1,120.0000 47,040.00 42.000 47,040 (F) 226 CONCRETE BARRIER (TYPE 80A) M 905.0000 18,100.00 20.000 18,100 (F) 227 CONCRETE BARRIER (TYPE 80 MODIFIED) M 775.0000 304,575.00 393.000 304,575 (F) 228 CONCRETE BARRIER (TYPE 80 MODIFIED 2) M 1,265.0000 45,540.00 36.000 45,540 (F) 229 CONCRETE BARRIER (TYPE 80R MODIFIED) M 1,135.0000 102,150.00 90.000 102,150 (F) 230 CONCRETE BARRIER (TYPE 80R MODIFIED 2) M 830.0000 71,380.00 86.000 71,380 (F) 231 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 41,280.00 600.002 25,800 (S) 232 THERMOPLASTIC TRAFFIC STRIPE M 0.8100 10,611.00 14,334.820 11,611 (S) (SPRAYABLE) 233 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 1,716.00 1,308.660 1,439 (S) 234 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1500 1,268.50 1,565.620 3,366 (S) 235 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2500 8,482.50 1,307.010 4,247 (S) 236 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 891.00 15.000 16 (S) (BROKEN 3.66 M - 0.92 M) 237 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1500 365.50 116.000 249 (S) (BROKEN 2.44 M - 1.22 M) 238 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 12,430.00 11,885.000 13,073 (S) (BROKEN 10.98 M - 3.66 M) PROGRAM CAS145 PAGE 10 DATE 10/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 12:51 PM ESTIMATE NO. 54 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: DAN MILLER DATE OF THIS ESTIMATE 10/31/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 198.00 180.000 198 (S) (BROKEN 5.18 M - 2.14 M) 240 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 33,680.00 62,035.240 49,628 (S) 241 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 3,240.00 124.700 3,366 (S) 242 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 4,256.00 3,468.000 4,855 (S) 243 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8000 13,718.00 4,554.000 17,305 (S) 244 SIGNAL AND LIGHTING LS 189,000.0000 189,000.00 1.000 189,000 (S) 245 SIGNAL AND LIGHTING (CITY) LS 212,800.0000 212,800.00 1.000 212,800 (S) 246 PEDESTRIAN LIGHTING LS 26,800.0000 26,800.00 1.000 26,800 (S) 247 LIGHTING (CITY STREET) LS 427,500.0000 427,500.00 1.000 427,500 (S) 248 MODIFY CITY IRRIGATION SYSTEM LS 9,700.0000 9,700.00 1.000 9,700 (S) 249 SPRINKLER CONTROL CONDUIT (BRIDGE) M 151.0000 11,778.00 78.000 11,778 (F) 250 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 (S) (LOCATION 1) 251 MICROWAVE VEHICLE DETECTION SYSTEM LS 28,400.0000 28,400.00 1.000 28,400 (S) (LOCATION 2) 252 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 1.000 20,450 (S) (LOCATION 3) 253 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 1.000 20,450 (S) (LOCATION 4) 254 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 1.000 20,450 (S) (LOCATION 5) 255 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 1.000 20,450 (S) (LOCATION 6) 256 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 1.000 20,450 (S) (LOCATION 7) 257 REMOVE TRAFFIC MONITORING STATION LS 11,900.0000 11,900.00 1.000 11,900 (S) 258 CLOSED CIRCUIT TELEVISION SYSTEM LS 16,000.0000 16,000.00 1.000 16,000 (S) 259 CONSTRUCTION PHASE INTELLIGENT LS 177,900.0000 177,900.00 1.000 177,900 (S) TRANSPORTATION SYSTEM 260 REMOVE EXISTING SIGNAL SYSTEM LS 18,900.0000 18,900.00 1.000 18,900 (S) 261 MODIFY SIGNAL AND LIGHTING LS 88,200.0000 88,200.00 1.000 88,200 (S) 262 MODIFY LIGHTING LS 42,600.0000 42,600.00 1.000 42,600 (S) 263 MODIFY LIGHTING AND SIGN ILLUMINATION LS 379,100.0000 379,100.00 1.000 379,100 (S) 264 WIRELESS DATA COMMUNICATION SYSTEM LS 97,100.0000 97,100.00 1.000 97,100 (S) PROGRAM CAS145 PAGE 11 DATE 10/31/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 12:51 PM ESTIMATE NO. 54 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: DAN MILLER DATE OF THIS ESTIMATE 10/31/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 45,592,639.73 ADJUSTMENT OF COMPENSATION 7,913.66 3,046,387.46 EXTRA WORK 0.00 5,754,356.06 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,913.66 54,393,383.25 265 MOBILIZATION LS 2,750,000.0000 2,750,000.00 1.000 2,750,000 ORIGINAL CONTRACT AMOUNT 46,194,285.52 TOTAL WORK COMPLETED 7,913.66 57,143,383.25 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 6,316.20 0.00 TOTAL 14,229.86 57,143,383.25 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 04/28/08 650 07/08/08 07/08/08 06/22/12 840 844 194 0 100% 100% DAN MILLER RESIDENT ENGINEER PROGRAM CAS145 DATE 10/31/12