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 12/08/11 EST. NO.44 TIME 08:45 AM R.E. NAME: KAUSI AMUTH 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 --------------------------------------------------------------------------- 025 0061 358.04 E.W. @ F.A.(+) 101011 N 2008.0 140 0077 558.61 E.W. @ F.A.(+) 102011 N 2009.0 0078 10,193.31 093011 N 2010.0 0082 43,684.75 120111 N EST.44 54,794.71 TOTAL THIS ESTIMATE 6,397,413.47 TOTAL PREVIOUS ESTIMATE 6,452,208.18 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 12/08/11 EST. NO.44 TIME 08:45 AM R.E. NAME: KAUSI AMUTH 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 0.00 -5,438.70 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 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -10,438.70 PROGRAM CAS145 PAGE 1 DATE 12/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 08:45 AM ESTIMATE NO. 44 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 12/07/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/08/11 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 05-SB-101-10.8/12.8 ------------------------------ SECURITY PAVING COMPANY, INC. IN SANTA BARBARA COUNTY IN SANTA P O BOX 1489 BARBARA FROM 0.4 KM WEST OF OLIVE SUN VALLEY CA 91353 MILL ROAD OVERCROSSING TO THE LIC. 116307 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 1.000 3,000.00 002 TIME-RELATED OVERHEAD WDAY 2,800.0000 1,820,000.00 783.000 2,192,400.00 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 004 TEMPORARY FENCE (TYPE ESA) M 5.0000 14,650.00 1,243.000 6,215.00 (S) 005 CONSTRUCTION SITE MANAGEMENT LS 125,000.0000 125,000.00 1.000 125,000.00 006 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.750 3,000.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 10.0000 109,000.00 7,697.670 76,976.70 008 TEMPORARY SILT FENCE M 10.0000 15,000.00 2,089.620 20,896.20 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 27,000.00 12.000 36,000.00 010 TEMPORARY COVER M2 5.0000 2,000.00 1,094.000 5,470.00 011 TEMPORARY CHECK DAM M 40.0000 12,400.00 595.700 23,828.00 012 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 115.000 28,750.00 013 STREET SWEEPING LS 240,000.0000 240,000.00 1.000 240,000.00 014 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 0.947 66,290.00 (S) 015 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 1.000 400,000.00 (S) 016 TYPE III BARRICADE EA 80.0000 6,080.00 74.000 5,920.00 (S) 017 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 45,210.00 1,238.750 40,878.75 (S) 018 FLASHING BEACON (PORTABLE) EA 485.0000 8,245.00 7.000 3,395.00 (S) 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 020 TEMPORARY RAILING (TYPE K) M 54.0000 664,200.00 15,536.410 838,966.14 021 TEMPORARY CRASH CUSHION MODULE EA 210.0000 60,900.00 342.000 71,820.00 (S) 022 TEMPORARY TRAFFIC SCREEN M 23.0000 36,800.00 964.500 22,183.50 (S) PROGRAM CAS145 PAGE 2 DATE 12/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 08:45 AM ESTIMATE NO. 44 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 12/07/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/08/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON CULVERT EA 9,000.0000 27,000.00 3.000 27,000.00 024 ABANDON WATER WELL EA 4,000.0000 4,000.00 1.000 4,000.00 (S) 025 REMOVE CHAIN LINK FENCE M 11.0000 19,030.00 2,699.000 29,689.00 (S) 026 REMOVE METAL BEAM GUARD RAILING M 22.6000 14,690.00 1,070.620 24,196.01 (S) 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6500 28,875.00 5,711.560 9,424.07 (S) STRIPE 028 REMOVE TRAFFIC STRIPE M 1.3500 37,800.00 30,451.650 41,109.73 (S) 029 REMOVE PAVEMENT MARKING M2 22.0000 3,520.00 61.310 1,348.82 (S) 030 REMOVE ROADSIDE SIGN EA 135.0000 10,665.00 55.000 7,425.00 031 REMOVE SIGN STRUCTURE EA 5,000.0000 20,000.00 6.000 30,000.00 032 REMOVE ASPHALT CONCRETE DIKE M 4.0000 3,680.00 884.940 3,539.76 033 REMOVE PIPE M 55.0000 20,900.00 451.380 24,825.90 034 REMOVE INLET EA 1,200.0000 20,400.00 27.000 32,400.00 035 REMOVE HEADWALL EA 1,200.0000 2,400.00 2.000 2,400.00 036 REMOVE RETAINING WALL M 250.0000 3,500.00 14.000 3,500.00 037 REMOVE BASE AND SURFACING M3 15.0000 14,850.00 846.800 12,702.00 038 REMOVE SINGLE THRIE BEAM BARRIER M 22.5000 29,475.00 1,291.710 29,063.48 (S) 039 RECONSTRUCT ARCHITECTURAL RAILING AND M 280.0000 30,800.00 0.000 0.00 (S) POLES 040 RESET ROADSIDE SIGN EA 325.0000 5,850.00 8.000 2,600.00 041 RELOCATE ROADSIDE SIGN EA 325.0000 10,400.00 27.000 8,775.00 042 ADJUST WATER VALVE COVER TO GRADE EA 400.0000 2,000.00 7.000 2,800.00 043 ADJUST INLET EA 1,800.0000 3,600.00 2.000 3,600.00 044 ADJUST MANHOLE TO GRADE EA 550.0000 5,500.00 3.000 1,650.00 045 ADJUST UTILITY COVER TO GRADE EA 400.0000 1,200.00 0.000 0.00 046 ADJUST MONITORING WELL COVER TO GRADE EA 400.0000 3,200.00 0.000 0.00 047 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 6,820.00 1,883.939 20,723.33 (S) 048 REMOVE CONCRETE (CURB AND GUTTER) M 20.0000 34,200.00 1,563.200 31,264.00 049 REMOVE CONCRETE SIDEWALK M 25.0000 6,250.00 250.000 6,250.00 PROGRAM CAS145 PAGE 3 DATE 12/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 08:45 AM ESTIMATE NO. 44 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 12/07/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/08/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CHANNEL) M3 130.0000 14,300.00 314.000 40,820.00 051 REMOVE CONCRETE BARRIER M 22.0000 64,680.00 2,940.000 64,680.00 052 PREPARE CONCRETE BRIDGE DECK SURFACE M2 26.0000 19,500.00 0.000 0.00 (F) 053 CAP INLET EA 1,800.0000 3,600.00 3.000 5,400.00 054 BRIDGE REMOVAL, LOCATION A LS 85,300.0000 85,300.00 1.000 85,300.00 055 BRIDGE REMOVAL, LOCATION B LS 245,000.0000 245,000.00 1.000 245,000.00 056 BRIDGE REMOVAL (PORTION), LOCATION A LS 63,200.0000 63,200.00 1.000 63,200.00 057 BRIDGE REMOVAL (PORTION), LOCATION B LS 29,700.0000 29,700.00 1.000 29,700.00 058 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.950 190,000.00 059 ROADWAY EXCAVATION M3 35.7500 1,730,300.00 52,867.448 1,890,011.27 060 ROADWAY EXCAVATION (TYPE Z-2) M3 211.0000 1,029,680.00 5,789.393 1,221,561.92 (AERIALLY DEPOSITED LEAD) 061 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 062 STRUCTURE EXCAVATION (BRIDGE) M3 46.0000 142,600.00 3,100.000 142,600.00 (F) 063 STRUCTURE EXCAVATION (TYPE D) M3 140.0000 84,000.00 600.000 84,000.00 (F) 064 STRUCTURE EXCAVATION (RETAINING WALL) M3 65.0000 346,710.00 5,364.000 348,660.00 (F) 065 STRUCTURE EXCAVATION (SIGN FOUNDATION) M3 50.0000 9,800.00 261.000 13,050.00 (F) 066 STRUCTURE BACKFILL (BRIDGE) M3 68.0000 204,000.00 3,000.000 204,000.00 (F) 067 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 319,900.00 6,420.000 321,000.00 (F) 068 STRUCTURE BACKFILL (SIGN FOUNDATION) M3 60.0000 7,440.00 166.000 9,960.00 (F) 069 HIGHWAY PLANTING LS 143,100.0000 143,100.00 1.000 143,100.00 (S) 070 IMPORTED TOPSOIL M3 48.0000 18,720.00 371.110 17,813.28 071 PLANT (GROUP W) EA 3.8000 110.20 29.000 110.20 (S) 072 TRANSPLANT PALM TREE EA 5,070.0000 106,470.00 18.300 92,781.00 (S) 073 PLANT ESTABLISHMENT WORK LS 8,650.0000 8,650.00 1.000 8,650.00 (S) 074 PLANT ESTABLISHMENT (MITIGATION SITE) LS 15,550.0000 15,550.00 1.000 15,550.00 (S) 075 IRRIGATION SYSTEM LS 196,350.0000 196,350.00 1.000 196,350.00 (S) 076 NPS 2 SUPPLY LINE (BRIDGE) M 9.0000 351.00 39.000 351.00 PROGRAM CAS145 PAGE 4 DATE 12/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 08:45 AM ESTIMATE NO. 44 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 12/07/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/08/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 NPS 3 SUPPLY LINE (BRIDGE) M 25.4000 990.60 39.000 990.60 078 40 MM PLASTIC PIPE (PR 200) M 30.2500 4,537.50 126.000 3,811.50 (SUPPLY LINE) 079 40 MM IRRIGATION SLEEVE M 25.4000 787.40 39.000 990.60 080 75 MM IRRIGATION SLEEVE M 30.2500 3,357.75 164.180 4,966.45 081 200 MM IRRIGATION SLEEVE M 50.7500 609.00 7.300 370.48 082 100 MM CORRUGATED HIGH DENSITY M 53.4500 14,966.00 184.430 9,857.78 POLYETHYLENE PIPE CONDUIT 083 200 MM CORRUGATED HIGH DENSITY M 74.0000 10,360.00 60.840 4,502.16 POLYETHYLENE PIPE CONDUIT 084 250 MM CORRUGATED HIGH DENSITY M 90.9000 16,362.00 119.910 10,899.82 POLYETHYLENE PIPE CONDUIT 085 300 MM CORRUGATED HIGH DENSITY M 94.0000 5,922.00 60.300 5,668.20 POLYETHYLENE PIPE CONDUIT 086 150 MM WELDED STEEL PIPE CONDUIT M 218.1500 3,272.25 0.000 0.00 (6.35 MM THICK) 087 200 MM WELDED STEEL PIPE CONDUIT M 264.6000 39,690.00 158.650 41,978.79 (6.35 MM THICK) 088 250 MM WELDED STEEL PIPE CONDUIT M 334.8000 20,757.60 39.640 13,271.47 (6.35 MM THICK) 089 EXTEND 150 MM CONDUIT M 164.1500 1,805.65 11.000 1,805.65 090 EXTEND 200 MM CONDUIT M 237.6000 1,188.00 5.000 1,188.00 091 CLASS 2 AGGREGATE BASE M3 50.9500 1,655,875.00 37,930.704 1,932,569.37 092 ASPHALT TREATED PERMEABLE BASE M3 440.0000 11,440.00 0.000 0.00 093 ASPHALT CONCRETE (TYPE A) TONN 121.0000 3,472,700.00 30,425.856 3,681,528.58 094 ASPHALT CONCRETE (OPEN GRADED) TONN 136.0000 342,720.00 0.000 0.00 095 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 65.0000 390.00 4.500 292.50 AREA) 096 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 14.6000 671.60 48.400 706.64 097 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 14.6000 5,110.00 542.800 7,924.88 098 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 14.6000 7,008.00 941.600 13,747.36 099 ASPHALTIC EMULSION (PAINT BINDER) TONN 850.0000 55,250.00 41.270 35,079.50 100 FURNISH PILING (CLASS 900) M 230.0000 301,760.00 1,307.060 300,623.80 (ALTERNATIVE W) 101 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,160.0000 164,160.00 76.000 164,160.00 (S) 102 FURNISH PILING (CLASS 900) M 300.0000 307,800.00 0.000 0.00 (ALTERNATIVE W MODIFIED) 103 DRIVE PILE (CLASS 900) EA 1,080.0000 55,080.00 48.000 51,840.00 (S) (ALTERNATIVE W MODIFIED) PROGRAM CAS145 PAGE 5 DATE 12/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 08:45 AM ESTIMATE NO. 44 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 12/07/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/08/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PILING (CLASS 625) M 126.0000 228,060.00 1,808.750 227,902.50 (ALTERNATIVE V) 105 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,080.0000 99,360.00 92.000 99,360.00 (S) 106 FURNISH PILING (CLASS 625) M 158.0000 690,776.00 0.000 0.00 (ALTERNATIVE V MODIFIED) 107 DRIVE PILE (CLASS 625) EA 1,080.0000 240,840.00 223.000 240,840.00 (S) (ALTERNATIVE V MODIFIED) 108 FURNISH PILING (CLASS 400) M 87.0000 1,021,206.00 11,179.111 972,582.66 109 DRIVE PILE (CLASS 400) EA 1,080.0000 1,032,480.00 923.000 996,840.00 (S) 110 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 111 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 345.0000 372,600.00 1,079.280 372,351.60 PILING (460 MM) 112 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 2,430.0000 252,720.00 104.000 252,720.00 (S) PILE (460 MM) 113 PRESTRESSING CAST-IN-PLACE CONCRETE LS 170,000.0000 170,000.00 1.000 170,000.00 (S) 114 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 515.0000 458,350.00 890.000 458,350.00 (F) 115 STRUCTURAL CONCRETE, BRIDGE M3 890.0000 4,450,000.00 5,128.000 4,563,920.00 (F) 116 STRUCTURAL CONCRETE, RETAINING WALL M3 870.0000 974,400.00 1,108.000 963,960.00 (F) 117 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,040.0000 613,600.00 602.000 626,080.00 (F) (TYPE N) 118 STRUCTURAL CONCRETE (SIGN FOUNDATION) M3 760.0000 54,720.00 94.000 71,440.00 (F) 119 CLASS 2 CONCRETE (BOX CULVERT) M3 1,230.0000 309,960.00 641.000 788,430.00 (F) 120 CLASS 2 CONCRETE (CONCRETE CHANNEL) M3 685.0000 390,450.00 577.250 395,416.25 (F) 121 CLASS 2 CONCRETE (RETAINING WALL) M3 620.0000 890,940.00 1,438.000 891,560.00 (F) 122 MINOR CONCRETE (MINOR STRUCTURE) M3 2,550.0000 510,000.00 209.300 533,715.00 (F) 123 MINOR CONCRETE (SLAB) M3 535.0000 21,400.00 40.000 21,400.00 (F) 124 MINOR CONCRETE M2 550.0000 45,100.00 82.000 45,100.00 (F) (RAISED ISLAND PLANTER WALL) 125 MINOR CONCRETE (SOUND WALL) M3 650.0000 455,000.00 700.000 455,000.00 (F) 126 MINOR CONCRETE (PILE CAP) M3 820.0000 188,600.00 243.200 199,424.00 (F) 127 MINOR CONCRETE (TRENCH FOOTING) M3 985.0000 502,350.00 541.750 533,623.75 (F) 128 PILASTER (SINGLE) EA 950.0000 3,800.00 7.000 6,650.00 129 PILASTER (DOUBLE) EA 2,160.0000 216,000.00 97.000 209,520.00 130 ARCHITECTURAL TEXTURE (CAPITAL) M2 1,350.0000 99,900.00 41.000 55,350.00 (F) PROGRAM CAS145 PAGE 6 DATE 12/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 08:45 AM ESTIMATE NO. 44 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 12/07/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/08/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 ARCHITECTURAL TEXTURE (STUCCO) M2 73.0000 696,201.00 9,537.000 696,201.00 (F) 132 ARCHITECTURAL TEXTURE M2 1,100.0000 67,100.00 61.000 67,100.00 (F) (MANUFACTURED STONE PILASTER CAP) 133 ARCHITECTURAL TEXTURE M2 855.0000 376,200.00 440.000 376,200.00 (F) (MANUFACTURED STONE WALL CAP) 134 ARCHITECTURAL TEXTURE M2 1,115.0000 10,035.00 9.000 10,035.00 (F) (MANUFACTURED STONE BARRIER) 135 CONCRETE CLOSURE WALL M2 570.0000 43,890.00 58.000 33,060.00 (F) 136 PRECAST CONCRETE CLOSURE WALL M2 750.0000 570,000.00 606.000 454,500.00 (F) 137 RETAINING WALL STEM (TYPE 6) M2 1,535.0000 36,840.00 24.000 36,840.00 (F) 138 FURNISH POLYESTER CONCRETE OVERLAY M3 3,900.0000 58,500.00 0.000 0.00 139 PLACE POLYESTER CONCRETE OVERLAY M2 52.0000 39,000.00 0.000 0.00 (F) 140 SOUND WALL (MASONRY BLOCK) M2 123.0000 343,170.00 2,790.000 343,170.00 (F) 141 JOINT SEAL (MR 30 MM) M 97.0000 8,536.00 0.000 0.00 (S) 142 JOINT SEAL (MR 15 MM) M 97.0000 7,760.00 20.000 1,940.00 (S) 143 JOINT SEAL (MR 50 MM) M 294.0000 37,632.00 0.000 0.00 (S) 144 BAR REINFORCING STEEL KG 2.5000 142,292.50 57,833.000 144,582.50 (SF)(CONCRETE CHANNEL) 145 BAR REINFORCING STEEL (BRIDGE) KG 2.7200 1,792,480.00 676,018.000 1,838,768.96 (SF) 146 BAR REINFORCING STEEL (RETAINING WALL) KG 2.6500 451,045.90 170,439.000 451,663.35 (SF) 147 BAR REINFORCING STEEL (SOUND WALL) KG 2.3000 23,460.00 10,200.000 23,460.00 (SF) 148 BAR REINFORCING STEEL (BOX CULVERT) KG 2.7500 76,353.75 73,334.000 201,668.50 (SF) 149 BAR REINFORCING STEEL KG 3.0000 15,354.00 6,602.000 19,806.00 (SF)(SIGN FOUNDATION) 150 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 151 ASPHALT MEMBRANE WATERPROOFING M2 45.0000 14,400.00 320.000 14,400.00 (S) 152 FURNISH SIGN STRUCTURE (TRUSS) KG 12.1000 914,893.10 77,293.000 935,245.30 (F) 153 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6200 46,878.82 91,002.000 56,421.24 (SF) 154 FURNISH LAMINATED PANEL SIGN M2 185.0000 33,300.00 180.000 33,300.00 (25.4 MM-TYPE A) 155 FURNISH SINGLE SHEET ALUMINUM SIGN M2 139.0000 13,900.00 65.680 9,129.52 (1.6 MM-UNFRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN M2 147.0000 2,940.00 14.370 2,112.39 (1.6 MM-FRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 3,960.00 9.560 1,577.40 (2.0 MM-FRAMED) PROGRAM CAS145 PAGE 7 DATE 12/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 08:45 AM ESTIMATE NO. 44 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 12/07/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/08/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 1524 MM CAST-IN-DRILLED-HOLE M 1,930.0000 55,970.00 29.000 55,970.00 (S) CONCRETE PILE (SIGN FOUNDATION) 159 ROADSIDE SIGN - ONE POST EA 325.0000 39,000.00 77.000 25,025.00 160 ROADSIDE SIGN - TWO POST EA 700.0000 4,200.00 4.000 2,800.00 161 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 165.0000 330.00 3.000 495.00 METHOD) 162 INSTALL SIGN OVERLAY EA 1,500.0000 1,500.00 0.000 0.00 163 INSTALL SIGN PANEL ON EXISTING FRAME EA 750.0000 750.00 0.000 0.00 164 PREPARE AND STAIN CONCRETE M2 35.0000 26,915.00 380.000 13,300.00 165 450 MM ALTERNATIVE PIPE CULVERT M 285.0000 91,200.00 321.960 91,758.60 166 600 MM ALTERNATIVE PIPE CULVERT M 340.0000 336,600.00 996.000 338,640.00 167 750 MM ALTERNATIVE PIPE CULVERT M 335.0000 67,000.00 151.600 50,786.00 168 900 MM ALTERNATIVE PIPE CULVERT M 415.0000 240,700.00 549.000 227,835.00 169 1200 MM ALTERNATIVE PIPE CULVERT M 555.0000 99,900.00 177.300 98,401.50 170 1500 MM ALTERNATIVE PIPE CULVERT M 590.0000 112,100.00 181.400 107,026.00 171 375 MM REINFORCED CONCRETE PIPE M 400.0000 44,000.00 119.700 47,880.00 172 450 MM REINFORCED CONCRETE PIPE M 335.0000 43,550.00 122.100 40,903.50 173 600 MM REINFORCED CONCRETE PIPE M 610.0000 7,930.00 10.500 6,405.00 174 80 MM SLOTTED PLASTIC PIPE M 60.0000 66,000.00 592.700 35,562.00 175 80 MM PLASTIC PIPE (EDGE DRAIN) M 60.0000 3,780.00 0.000 0.00 176 FILTER FABRIC M2 2.5000 11,200.00 6,853.280 17,133.20 177 CLASS 1 PERMEABLE MATERIAL M3 70.0000 56,000.00 1,284.640 89,924.80 178 300 MM ALTERNATIVE PIPE DOWNDRAIN M 500.0000 5,000.00 2.000 1,000.00 179 FLOOD RELEASE PANEL EA 4,500.0000 1,395,000.00 319.000 1,435,500.00 180 600 MM ALTERNATIVE FLARED END SECTION EA 1,400.0000 2,800.00 2.000 2,800.00 181 900 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 3,400.00 2.000 3,400.00 182 1200 MM PRECAST CONCRETE PIPE MANHOLE EA 8,000.0000 24,000.00 3.000 24,000.00 183 450 MM REINFORCED CONCRETE PIPE RISER M 1,000.0000 1,000.00 0.000 0.00 184 900 MM REINFORCED CONCRETE PIPE RISER M 2,000.0000 1,000.00 0.500 1,000.00 PROGRAM CAS145 PAGE 8 DATE 12/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 08:45 AM ESTIMATE NO. 44 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 12/07/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/08/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 MINOR CONCRETE (CURB) M3 850.0000 81,600.00 68.232 57,997.20 186 MINOR CONCRETE (MISCELLANEOUS M3 675.0000 67,500.00 107.650 72,663.75 CONSTRUCTION) 187 MINOR CONCRETE (CURB AND GUTTER) M3 535.0000 165,850.00 254.180 135,986.30 188 MINOR CONCRETE (ROUNDABOUT TRUCK APRON) M3 900.0000 37,800.00 42.000 37,800.00 189 MINOR CONCRETE (DRIVEWAY) M3 550.0000 20,900.00 40.196 22,107.80 190 MINOR CONCRETE (GUTTER) M3 535.0000 6,955.00 14.179 7,585.77 191 MINOR CONCRETE (SIDEWALK) M3 550.0000 253,000.00 337.543 185,648.65 192 MINOR CONCRETE (TEXTURED PAVING) M2 105.0000 16,800.00 0.000 0.00 193 MINOR CONCRETE (BUS POCKET) M3 510.0000 17,850.00 34.043 17,361.93 194 MINOR CONCRETE (CURB RAMP) M3 1,600.0000 38,400.00 27.698 44,316.80 195 MISCELLANEOUS IRON AND STEEL KG 3.6500 53,859.40 15,684.000 57,246.60 (SF) 196 MISCELLANEOUS METAL (BRIDGE) KG 3.5000 1,435.00 410.000 1,435.00 (SF) 197 FLUSH SOFFIT LUMINAIRE ORNAMENTAL FRAME EA 1,165.0000 13,980.00 0.000 0.00 (S) 198 CHAIN LINK FENCE (TYPE CL-1.8) M 39.1500 72,036.00 2,425.100 94,942.67 (S) 199 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,980.0000 1,980.00 2.000 3,960.00 (S) 200 SURVEY MONUMENT EA 750.0000 3,750.00 0.000 0.00 201 DELINEATOR (CLASS 1) EA 43.0000 7,740.00 46.000 1,978.00 202 OBJECT MARKER EA 200.0000 4,400.00 2.000 400.00 203 METAL BEAM GUARD RAILING (STEEL POST) M 76.0000 117,800.00 1,906.160 144,868.16 (S) 204 PICKET RAILING (TYPE 1) M 1,408.0000 30,976.00 22.000 30,976.00 (S) 205 PICKET RAILING (TYPE 2) M 1,140.0000 22,800.00 50.000 57,000.00 (S) 206 PICKET RAILING (TYPE 2) ON STAIRS M 1,447.0000 21,705.00 13.700 19,823.90 (S) 207 SINGLE THRIE BEAM BARRIER (STEEL POST) M 95.7000 201,927.00 2,101.050 201,070.49 (S) 208 CABLE RAILING M 32.8000 15,744.00 488.000 16,006.40 (S) 209 TRANSITION RAILING (TYPE STB) EA 3,900.0000 3,900.00 1.000 3,900.00 (S) 210 TRANSITION RAILING (TYPE WB) EA 3,325.0000 33,250.00 8.000 26,600.00 (S) 211 TERMINAL SYSTEM (TYPE CAT) EA 4,835.0000 9,670.00 1.000 4,835.00 (S) PROGRAM CAS145 PAGE 9 DATE 12/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 08:45 AM ESTIMATE NO. 44 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 12/07/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/08/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 1,485.0000 2,970.00 1.000 1,485.00 (S) 213 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,295.0000 10,360.00 7.000 9,065.00 (S) 214 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,375.0000 20,250.00 4.000 13,500.00 (S) 215 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,755.0000 19,285.00 8.000 22,040.00 (S) 216 ALTERNATIVE CRASH CUSHION SYSTEM EA 21,400.0000 21,400.00 1.000 21,400.00 (S) 217 CONCRETE BARRIER (TYPE 60) M 180.0000 322,200.00 1,364.500 245,610.00 218 CONCRETE BARRIER (TYPE 60C) M 325.0000 182,000.00 555.000 180,375.00 219 CONCRETE BARRIER (TYPE 60D) M 207.0000 6,003.00 57.000 11,799.00 220 CONCRETE BARRIER (TYPE 60SC) M 325.0000 204,750.00 630.000 204,750.00 221 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 1,015.0000 5,075.00 0.000 0.00 222 CONCRETE BARRIER (TYPE 732A) M 265.0000 138,595.00 523.000 138,595.00 (F) 223 CONCRETE BARRIER (TYPE 732A MODIFIED 2) M 325.0000 17,875.00 55.000 17,875.00 (F) 224 CONCRETE BARRIER (TYPE 736 MODIFIED) M 765.0000 29,835.00 39.000 29,835.00 (F) 225 CONCRETE BARRIER (TYPE 736S) M 1,120.0000 47,040.00 42.000 47,040.00 (F) 226 CONCRETE BARRIER (TYPE 80A) M 905.0000 18,100.00 20.000 18,100.00 (F) 227 CONCRETE BARRIER (TYPE 80 MODIFIED) M 775.0000 304,575.00 316.000 244,900.00 (F) 228 CONCRETE BARRIER (TYPE 80 MODIFIED 2) M 1,265.0000 45,540.00 36.000 45,540.00 (F) 229 CONCRETE BARRIER (TYPE 80R MODIFIED) M 1,135.0000 102,150.00 90.000 102,150.00 (F) 230 CONCRETE BARRIER (TYPE 80R MODIFIED 2) M 830.0000 71,380.00 0.000 0.00 (F) 231 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 41,280.00 385.430 16,573.49 (S) 232 THERMOPLASTIC TRAFFIC STRIPE M 0.8100 10,611.00 0.000 0.00 (S) (SPRAYABLE) 233 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 1,716.00 747.660 822.43 (S) 234 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1500 1,268.50 1,565.620 3,366.08 (S) 235 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2500 8,482.50 32.000 104.00 (S) 236 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 891.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 237 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1500 365.50 116.000 249.40 (S) (BROKEN 2.44 M - 1.22 M) 238 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 12,430.00 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) PROGRAM CAS145 PAGE 10 DATE 12/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 08:45 AM ESTIMATE NO. 44 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 12/07/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/08/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 198.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 240 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 33,680.00 62,035.240 49,628.19 (S) 241 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 3,240.00 124.700 3,366.90 (S) 242 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 4,256.00 34.000 47.60 (S) 243 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8000 13,718.00 3,196.000 12,144.80 (S) 244 SIGNAL AND LIGHTING LS 189,000.0000 189,000.00 1.000 189,000.00 (S) 245 SIGNAL AND LIGHTING (CITY) LS 212,800.0000 212,800.00 0.327 69,585.60 (S) 246 PEDESTRIAN LIGHTING LS 26,800.0000 26,800.00 1.000 26,800.00 (S) 247 LIGHTING (CITY STREET) LS 427,500.0000 427,500.00 0.949 405,697.50 (S) 248 MODIFY CITY IRRIGATION SYSTEM LS 9,700.0000 9,700.00 1.000 9,700.00 (S) 249 SPRINKLER CONTROL CONDUIT (BRIDGE) M 151.0000 11,778.00 78.000 11,778.00 (F) 250 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 (S) (LOCATION 1) 251 MICROWAVE VEHICLE DETECTION SYSTEM LS 28,400.0000 28,400.00 1.000 28,400.00 (S) (LOCATION 2) 252 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 1.000 20,450.00 (S) (LOCATION 3) 253 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 1.000 20,450.00 (S) (LOCATION 4) 254 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 1.000 20,450.00 (S) (LOCATION 5) 255 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 1.000 20,450.00 (S) (LOCATION 6) 256 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 1.000 20,450.00 (S) (LOCATION 7) 257 REMOVE TRAFFIC MONITORING STATION LS 11,900.0000 11,900.00 1.000 11,900.00 (S) 258 CLOSED CIRCUIT TELEVISION SYSTEM LS 16,000.0000 16,000.00 1.000 16,000.00 (S) 259 CONSTRUCTION PHASE INTELLIGENT LS 177,900.0000 177,900.00 1.000 177,900.00 (S) TRANSPORTATION SYSTEM 260 REMOVE EXISTING SIGNAL SYSTEM LS 18,900.0000 18,900.00 0.900 17,010.00 (S) 261 MODIFY SIGNAL AND LIGHTING LS 88,200.0000 88,200.00 0.750 66,150.00 (S) 262 MODIFY LIGHTING LS 42,600.0000 42,600.00 1.000 42,600.00 (S) 263 MODIFY LIGHTING AND SIGN ILLUMINATION LS 379,100.0000 379,100.00 0.975 369,622.50 (S) 264 WIRELESS DATA COMMUNICATION SYSTEM LS 97,100.0000 97,100.00 1.000 97,100.00 (S) PROGRAM CAS145 PAGE 11 DATE 12/08/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 08:45 AM ESTIMATE NO. 44 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 12/07/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/08/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 43,304,326.62 ADJUSTMENT OF COMPENSATION 0.00 3,025,534.16 EXTRA WORK 54,794.71 3,426,674.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 54,794.71 49,756,534.80 265 MOBILIZATION LS 750,000.0000 2,750,000.00 1.000 2,750,000.00 ORIGINAL CONTRACT AMOUNT 46,194,285.52 TOTAL WORK COMPLETED 54,794.71 52,506,534.80 MATERIALS ON HAND ON SITE 40,816.30 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,438.70 TOTAL 54,794.71 52,536,912.40 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/28/08 650 07/08/08 07/08/08 02/15/12 767 91 190 0 94% 91% PROGRESS IS SATISFACTORY KAUSI AMUTH RESIDENT ENGINEER PROGRAM CAS145 DATE 12/08/11