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 09/21/09 EST. NO.17 TIME 11:47 AM R.E. NAME: ART INFANTE 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 --------------------------------------------------------------------------- 012 0024 152.36 E.W. @ F.A.(+) 051809 N 0335.0 016 0035 626.45 E.W. @ F.A.(+) 042709 N 0352.0 031 0001 12,527.80 A.C. @ U.P.(+) 081109 N 49.310 048 0011 606.25 E.W. @ F.A.(+) 042009 Y 0379.0 13,912.86 TOTAL THIS ESTIMATE 1,140,056.50 TOTAL PREVIOUS ESTIMATE 1,153,969.36 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 09/21/09 EST. NO.17 TIME 11:47 AM R.E. NAME: ART INFANTE 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 0.00 -1,298.16 LABOR COMPLIANCE VIOLATION MISS PYRLS -10,000.00 03 REC'D MISS PYRLS 10,000.00 10 MISS PAYROLLS -10,000.00 14 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -11,298.16 PROGRAM CAS145 PAGE 1 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 11:47 AM ESTIMATE NO. 17 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 09/20/09 R.E. NAME: ART INFANTE DATE OF THIS ESTIMATE 09/21/09 LOCATION 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 913531489 MILL ROAD OVERCROSSING TO THE 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 2,800.0000 1,820,000.00 20.000 56,000.00 278.000 778,400.00 03 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 04 TEMPORARY FENCE (TYPE ESA) M 5.0000 14,650.00 113.000 565.00 1,206.000 6,030.00 S) 05 CONSTRUCTION SITE MANAGEMENT LS 125,000.0000 125,000.00 0.031 3,875.00 0.428 53,500.00 06 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.750 3,000.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 10.0000 109,000.00 697.000 6,970.00 2,371.500 23,715.00 08 TEMPORARY SILT FENCE M 10.0000 15,000.00 1,364.620 13,646.20 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 27,000.00 3.000 9,000.00 7.000 21,000.00 10 TEMPORARY COVER M2 5.0000 2,000.00 843.500 4,217.50 11 TEMPORARY CHECK DAM M 40.0000 12,400.00 12.000 480.00 213.900 8,556.00 12 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 7.000 1,750.00 46.000 11,500.00 13 STREET SWEEPING LS 240,000.0000 240,000.00 0.031 7,440.00 0.428 102,720.00 14 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 0.651 45,570.00 S) 15 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.031 12,400.00 0.428 171,200.00 S) 16 TYPE III BARRICADE EA 80.0000 6,080.00 56.000 4,480.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 45,210.00 889.000 29,337.00 S) 18 FLASHING BEACON (PORTABLE) EA 485.0000 8,245.00 7.000 3,395.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.031 1,240.00 0.428 17,120.00 S) 20 TEMPORARY RAILING (TYPE K) M 54.0000 664,200.00 9,870.130 532,987.02 21 TEMPORARY CRASH CUSHION MODULE EA 210.0000 60,900.00 163.000 34,230.00 S) 22 TEMPORARY TRAFFIC SCREEN M 23.0000 36,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 11:47 AM ESTIMATE NO. 17 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 09/20/09 R.E. NAME: ART INFANTE DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 9,000.0000 27,000.00 0.000 0.00 24 ABANDON WATER WELL EA 4,000.0000 4,000.00 1.000 4,000.00 S) 25 REMOVE CHAIN LINK FENCE M 11.0000 19,030.00 2,590.000 28,490.00 S) 26 REMOVE METAL BEAM GUARD RAILING M 22.6000 14,690.00 91.400 2,065.64 529.100 11,957.66 S) 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6500 28,875.00 5,711.560 9,424.07 S) STRIPE 28 REMOVE TRAFFIC STRIPE M 1.3500 37,800.00 569.000 768.15 15,780.000 21,303.00 S) 29 REMOVE PAVEMENT MARKING M2 22.0000 3,520.00 37.090 815.98 S) 30 REMOVE ROADSIDE SIGN EA 135.0000 10,665.00 6.000 810.00 41.000 5,535.00 31 REMOVE SIGN STRUCTURE EA 5,000.0000 20,000.00 2.000 10,000.00 2.000 10,000.00 32 REMOVE ASPHALT CONCRETE DIKE M 4.0000 3,680.00 884.940 3,539.76 33 REMOVE PIPE M 55.0000 20,900.00 151.700 8,343.50 352.320 19,377.60 34 REMOVE INLET EA 1,200.0000 20,400.00 3.000 3,600.00 15.000 18,000.00 35 REMOVE HEADWALL EA 1,200.0000 2,400.00 1.000 1,200.00 36 REMOVE RETAINING WALL M 250.0000 3,500.00 14.000 3,500.00 14.000 3,500.00 37 REMOVE BASE AND SURFACING M3 15.0000 14,850.00 270.000 4,050.00 846.800 12,702.00 38 REMOVE SINGLE THRIE BEAM BARRIER M 22.5000 29,475.00 187.000 4,207.50 533.610 12,006.23 S) 39 RECONSTRUCT ARCHITECTURAL RAILING AND M 280.0000 30,800.00 0.000 0.00 S) POLES 40 RESET ROADSIDE SIGN EA 325.0000 5,850.00 0.000 0.00 41 RELOCATE ROADSIDE SIGN EA 325.0000 10,400.00 2.000 650.00 42 ADJUST WATER VALVE COVER TO GRADE EA 400.0000 2,000.00 2.000 800.00 5.000 2,000.00 43 ADJUST INLET EA 1,800.0000 3,600.00 2.000 3,600.00 44 ADJUST MANHOLE TO GRADE EA 550.0000 5,500.00 56.800 31,240.00 57.800 31,790.00 45 ADJUST UTILITY COVER TO GRADE EA 400.0000 1,200.00 0.000 0.00 46 ADJUST MONITORING WELL COVER TO GRADE EA 400.0000 3,200.00 0.000 0.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 6,820.00 0.000 0.00 S) 48 REMOVE CONCRETE (CURB AND GUTTER) M 20.0000 34,200.00 83.000 1,660.00 1,209.600 24,192.00 49 REMOVE CONCRETE SIDEWALK M 25.0000 6,250.00 52.000 1,300.00 192.000 4,800.00 PROGRAM CAS145 PAGE 3 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 11:47 AM ESTIMATE NO. 17 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 09/20/09 R.E. NAME: ART INFANTE DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE (CHANNEL) M3 130.0000 14,300.00 -1.000 -130.00 109.000 14,170.00 51 REMOVE CONCRETE BARRIER M 22.0000 64,680.00 363.000 7,986.00 1,999.800 43,995.60 52 PREPARE CONCRETE BRIDGE DECK SURFACE M2 26.0000 19,500.00 0.000 0.00 F) 53 CAP INLET EA 1,800.0000 3,600.00 1.000 1,800.00 1.000 1,800.00 54 BRIDGE REMOVAL, LOCATION A LS 85,300.0000 85,300.00 0.540 46,062.00 55 BRIDGE REMOVAL, LOCATION B LS 245,000.0000 245,000.00 0.000 0.00 56 BRIDGE REMOVAL (PORTION), LOCATION A LS 63,200.0000 63,200.00 1.000 63,200.00 57 BRIDGE REMOVAL (PORTION), LOCATION B LS 29,700.0000 29,700.00 1.000 29,700.00 58 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.050 10,000.00 0.750 150,000.00 59 ROADWAY EXCAVATION M3 35.7500 1,730,300.00 1,615.260 57,745.55 20,067.120 717,399.54 60 ROADWAY EXCAVATION (TYPE Z-2) M3 211.0000 1,029,680.00 607.000 128,077.00 4,318.293 911,159.82 (AERIALLY DEPOSITED LEAD) 61 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 62 STRUCTURE EXCAVATION (BRIDGE) M3 46.0000 142,600.00 1,016.000 46,736.00 F) 63 STRUCTURE EXCAVATION (TYPE D) M3 140.0000 84,000.00 329.000 46,060.00 F) 64 STRUCTURE EXCAVATION (RETAINING WALL) M3 65.0000 346,710.00 2,840.250 184,616.25 F) 65 STRUCTURE EXCAVATION (SIGN FOUNDATION) M3 50.0000 9,800.00 62.000 3,100.00 F) 66 STRUCTURE BACKFILL (BRIDGE) M3 68.0000 204,000.00 613.000 41,684.00 758.000 51,544.00 F) 67 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 319,900.00 -603.000 -30,150.00 3,892.000 194,600.00 F) 68 STRUCTURE BACKFILL (SIGN FOUNDATION) M3 60.0000 7,440.00 39.000 2,340.00 F) 69 HIGHWAY PLANTING LS 143,100.0000 143,100.00 0.100 14,310.00 S) 70 IMPORTED TOPSOIL M3 48.0000 18,720.00 0.000 0.00 71 PLANT (GROUP W) EA 3.8000 110.20 29.000 110.20 S) 72 TRANSPLANT PALM TREE EA 5,070.0000 106,470.00 9.300 47,151.00 S) 73 PLANT ESTABLISHMENT WORK LS 8,650.0000 8,650.00 0.000 0.00 S) 74 PLANT ESTABLISHMENT (MITIGATION SITE) LS 15,550.0000 15,550.00 0.040 622.00 0.426 6,624.30 S) 75 IRRIGATION SYSTEM LS 196,350.0000 196,350.00 0.430 84,430.50 0.600 117,810.00 S) 76 NPS 2 SUPPLY LINE (BRIDGE) M 9.0000 351.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 11:47 AM ESTIMATE NO. 17 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 09/20/09 R.E. NAME: ART INFANTE DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 NPS 3 SUPPLY LINE (BRIDGE) M 25.4000 990.60 39.000 990.60 78 40 MM PLASTIC PIPE (PR 200) M 30.2500 4,537.50 0.000 0.00 (SUPPLY LINE) 79 40 MM IRRIGATION SLEEVE M 25.4000 787.40 0.000 0.00 80 75 MM IRRIGATION SLEEVE M 30.2500 3,357.75 48.100 1,455.03 70.000 2,117.50 81 200 MM IRRIGATION SLEEVE M 50.7500 609.00 0.000 0.00 82 100 MM CORRUGATED HIGH DENSITY M 53.4500 14,966.00 16.430 878.18 58.430 3,123.08 POLYETHYLENE PIPE CONDUIT 83 200 MM CORRUGATED HIGH DENSITY M 74.0000 10,360.00 42.300 3,130.20 POLYETHYLENE PIPE CONDUIT 84 250 MM CORRUGATED HIGH DENSITY M 90.9000 16,362.00 3.040 276.34 93.540 8,502.79 POLYETHYLENE PIPE CONDUIT 85 300 MM CORRUGATED HIGH DENSITY M 94.0000 5,922.00 30.300 2,848.20 POLYETHYLENE PIPE CONDUIT 86 150 MM WELDED STEEL PIPE CONDUIT M 218.1500 3,272.25 0.000 0.00 (6.35 MM THICK) 87 200 MM WELDED STEEL PIPE CONDUIT M 264.6000 39,690.00 88.500 23,417.10 (6.35 MM THICK) 88 250 MM WELDED STEEL PIPE CONDUIT M 334.8000 20,757.60 0.000 0.00 (6.35 MM THICK) 89 EXTEND 150 MM CONDUIT M 164.1500 1,805.65 11.000 1,805.65 90 EXTEND 200 MM CONDUIT M 237.6000 1,188.00 0.000 0.00 91 CLASS 2 AGGREGATE BASE M3 50.9500 1,655,875.00 1,946.200 99,158.89 21,084.170 1,074,238.46 92 ASPHALT TREATED PERMEABLE BASE M3 440.0000 11,440.00 0.000 0.00 93 ASPHALT CONCRETE (TYPE A) TONN 121.0000 3,472,700.00 2,497.340 302,178.14 14,818.280 1,793,011.88 94 ASPHALT CONCRETE (OPEN GRADED) TONN 136.0000 342,720.00 0.000 0.00 95 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 65.0000 390.00 4.500 292.50 AREA) 96 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 14.6000 671.60 17.400 254.04 97 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 14.6000 5,110.00 188.900 2,757.94 98 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 14.6000 7,008.00 205.100 2,994.46 99 ASPHALTIC EMULSION (PAINT BINDER) TONN 850.0000 55,250.00 17.710 15,053.50 23.330 19,830.50 00 FURNISH PILING (CLASS 900) M 230.0000 301,760.00 294.560 67,748.80 (ALTERNATIVE W) 01 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,160.0000 164,160.00 16.000 34,560.00 S) 02 FURNISH PILING (CLASS 900) M 300.0000 307,800.00 0.000 0.00 (ALTERNATIVE W MODIFIED) 03 DRIVE PILE (CLASS 900) EA 1,080.0000 55,080.00 14.000 15,120.00 S) (ALTERNATIVE W MODIFIED) PROGRAM CAS145 PAGE 5 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 11:47 AM ESTIMATE NO. 17 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 09/20/09 R.E. NAME: ART INFANTE DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH PILING (CLASS 625) M 126.0000 228,060.00 535.780 67,508.28 (ALTERNATIVE V) 05 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,080.0000 99,360.00 28.000 30,240.00 S) 06 FURNISH PILING (CLASS 625) M 158.0000 690,776.00 0.000 0.00 (ALTERNATIVE V MODIFIED) 07 DRIVE PILE (CLASS 625) EA 1,080.0000 240,840.00 40.000 43,200.00 S) (ALTERNATIVE V MODIFIED) 08 FURNISH PILING (CLASS 400) M 87.0000 1,021,206.00 8,000.606 696,052.72 09 DRIVE PILE (CLASS 400) EA 1,080.0000 1,032,480.00 714.000 771,120.00 S) 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 345.0000 372,600.00 581.300 200,548.50 PILING (460 MM) 12 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 2,430.0000 252,720.00 56.000 136,080.00 S) PILE (460 MM) 13 PRESTRESSING CAST-IN-PLACE CONCRETE LS 170,000.0000 170,000.00 0.150 25,500.00 S) 14 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 515.0000 458,350.00 180.000 92,700.00 F) 15 STRUCTURAL CONCRETE, BRIDGE M3 890.0000 4,450,000.00 36.000 32,040.00 950.000 845,500.00 F) 16 STRUCTURAL CONCRETE, RETAINING WALL M3 870.0000 974,400.00 588.000 511,560.00 F) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,040.0000 613,600.00 68.000 70,720.00 118.000 122,720.00 F) (TYPE N) 18 STRUCTURAL CONCRETE (SIGN FOUNDATION) M3 760.0000 54,720.00 23.000 17,480.00 F) 19 CLASS 2 CONCRETE (BOX CULVERT) M3 1,230.0000 309,960.00 69.000 84,870.00 252.000 309,960.00 F) 20 CLASS 2 CONCRETE (CONCRETE CHANNEL) M3 685.0000 390,450.00 542.000 371,270.00 F) 21 CLASS 2 CONCRETE (RETAINING WALL) M3 620.0000 890,940.00 1,047.500 649,450.00 F) 22 MINOR CONCRETE (MINOR STRUCTURE) M3 2,550.0000 510,000.00 14.200 36,210.00 98.400 250,920.00 F) 23 MINOR CONCRETE (SLAB) M3 535.0000 21,400.00 24.000 12,840.00 F) 24 MINOR CONCRETE M2 550.0000 45,100.00 82.000 45,100.00 F) (RAISED ISLAND PLANTER WALL) 25 MINOR CONCRETE (SOUND WALL) M3 650.0000 455,000.00 310.000 201,500.00 F) 26 MINOR CONCRETE (PILE CAP) M3 820.0000 188,600.00 243.200 199,424.00 F) 27 MINOR CONCRETE (TRENCH FOOTING) M3 985.0000 502,350.00 40.000 39,400.00 123.000 121,155.00 F) 28 PILASTER (SINGLE) EA 950.0000 3,800.00 0.000 0.00 29 PILASTER (DOUBLE) EA 2,160.0000 216,000.00 50.000 108,000.00 30 ARCHITECTURAL TEXTURE (CAPITAL) M2 1,350.0000 99,900.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 11:47 AM ESTIMATE NO. 17 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 09/20/09 R.E. NAME: ART INFANTE DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ARCHITECTURAL TEXTURE (STUCCO) M2 73.0000 696,201.00 738.000 53,874.00 4,721.000 344,633.00 F) 32 ARCHITECTURAL TEXTURE M2 1,100.0000 67,100.00 34.000 37,400.00 F) (MANUFACTURED STONE PILASTER CAP) 33 ARCHITECTURAL TEXTURE M2 855.0000 376,200.00 21.000 17,955.00 250.000 213,750.00 F) (MANUFACTURED STONE WALL CAP) 34 ARCHITECTURAL TEXTURE M2 1,115.0000 10,035.00 9.000 10,035.00 9.000 10,035.00 F) (MANUFACTURED STONE BARRIER) 35 CONCRETE CLOSURE WALL M2 570.0000 43,890.00 0.000 0.00 F) 36 PRECAST CONCRETE CLOSURE WALL M2 750.0000 570,000.00 94.000 70,500.00 F) 37 RETAINING WALL STEM (TYPE 6) M2 1,535.0000 36,840.00 24.000 36,840.00 F) 38 FURNISH POLYESTER CONCRETE OVERLAY M3 3,900.0000 58,500.00 0.000 0.00 39 PLACE POLYESTER CONCRETE OVERLAY M2 52.0000 39,000.00 0.000 0.00 F) 40 SOUND WALL (MASONRY BLOCK) M2 123.0000 343,170.00 1,477.000 181,671.00 F) 41 JOINT SEAL (MR 30 MM) M 97.0000 8,536.00 0.000 0.00 S) 42 JOINT SEAL (MR 15 MM) M 97.0000 7,760.00 20.000 1,940.00 S) 43 JOINT SEAL (MR 50 MM) M 294.0000 37,632.00 0.000 0.00 S) 44 BAR REINFORCING STEEL KG 2.5000 142,292.50 57,833.000 144,582.50 SF)(CONCRETE CHANNEL) 45 BAR REINFORCING STEEL (BRIDGE) KG 2.7200 1,792,480.00 133,537.000 363,220.64 SF) 46 BAR REINFORCING STEEL (RETAINING WALL) KG 2.6500 451,045.90 96,091.000 254,641.15 SF) 47 BAR REINFORCING STEEL (SOUND WALL) KG 2.3000 23,460.00 4,690.000 10,787.00 SF) 48 BAR REINFORCING STEEL (BOX CULVERT) KG 2.7500 76,353.75 25,748.000 70,807.00 SF) 49 BAR REINFORCING STEEL KG 3.0000 15,354.00 1,662.000 4,986.00 SF)(SIGN FOUNDATION) 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 ASPHALT MEMBRANE WATERPROOFING M2 45.0000 14,400.00 0.000 0.00 S) 52 FURNISH SIGN STRUCTURE (TRUSS) KG 12.1000 914,893.10 0.000 0.00 F) 53 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6200 46,878.82 0.000 0.00 SF) 54 FURNISH LAMINATED PANEL SIGN M2 185.0000 33,300.00 0.000 0.00 (25.4 MM-TYPE A) 55 FURNISH SINGLE SHEET ALUMINUM SIGN M2 139.0000 13,900.00 0.000 0.00 (1.6 MM-UNFRAMED) 56 FURNISH SINGLE SHEET ALUMINUM SIGN M2 147.0000 2,940.00 0.000 0.00 (1.6 MM-FRAMED) 57 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 3,960.00 0.000 0.00 (2.0 MM-FRAMED) PROGRAM CAS145 PAGE 7 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 11:47 AM ESTIMATE NO. 17 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 09/20/09 R.E. NAME: ART INFANTE DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 1524 MM CAST-IN-DRILLED-HOLE M 1,930.0000 55,970.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 59 ROADSIDE SIGN - ONE POST EA 325.0000 39,000.00 0.000 0.00 60 ROADSIDE SIGN - TWO POST EA 700.0000 4,200.00 0.000 0.00 61 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 165.0000 330.00 0.000 0.00 METHOD) 62 INSTALL SIGN OVERLAY EA 1,500.0000 1,500.00 0.000 0.00 63 INSTALL SIGN PANEL ON EXISTING FRAME EA 750.0000 750.00 0.000 0.00 64 PREPARE AND STAIN CONCRETE M2 35.0000 26,915.00 46.000 1,610.00 140.000 4,900.00 65 450 MM ALTERNATIVE PIPE CULVERT M 285.0000 91,200.00 243.600 69,426.00 66 600 MM ALTERNATIVE PIPE CULVERT M 340.0000 336,600.00 176.200 59,908.00 755.000 256,700.00 67 750 MM ALTERNATIVE PIPE CULVERT M 335.0000 67,000.00 0.000 0.00 68 900 MM ALTERNATIVE PIPE CULVERT M 415.0000 240,700.00 355.000 147,325.00 69 1200 MM ALTERNATIVE PIPE CULVERT M 555.0000 99,900.00 86.000 47,730.00 87.900 48,784.50 70 1500 MM ALTERNATIVE PIPE CULVERT M 590.0000 112,100.00 0.000 0.00 71 375 MM REINFORCED CONCRETE PIPE M 400.0000 44,000.00 6.200 2,480.00 110.600 44,240.00 72 450 MM REINFORCED CONCRETE PIPE M 335.0000 43,550.00 8.400 2,814.00 120.100 40,233.50 73 600 MM REINFORCED CONCRETE PIPE M 610.0000 7,930.00 3.000 1,830.00 74 80 MM SLOTTED PLASTIC PIPE M 60.0000 66,000.00 0.000 0.00 75 80 MM PLASTIC PIPE (EDGE DRAIN) M 60.0000 3,780.00 0.000 0.00 76 FILTER FABRIC M2 2.5000 11,200.00 3,985.250 9,963.13 77 CLASS 1 PERMEABLE MATERIAL M3 70.0000 56,000.00 769.230 53,846.10 78 300 MM ALTERNATIVE PIPE DOWNDRAIN M 500.0000 5,000.00 2.000 1,000.00 79 FLOOD RELEASE PANEL EA 4,500.0000 1,395,000.00 0.000 0.00 80 600 MM ALTERNATIVE FLARED END SECTION EA 1,400.0000 2,800.00 2.000 2,800.00 81 900 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 3,400.00 2.000 3,400.00 82 1200 MM PRECAST CONCRETE PIPE MANHOLE EA 8,000.0000 24,000.00 1.000 8,000.00 3.000 24,000.00 83 450 MM REINFORCED CONCRETE PIPE RISER M 1,000.0000 1,000.00 0.000 0.00 84 900 MM REINFORCED CONCRETE PIPE RISER M 2,000.0000 1,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 11:47 AM ESTIMATE NO. 17 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 09/20/09 R.E. NAME: ART INFANTE DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MINOR CONCRETE (CURB) M3 850.0000 81,600.00 5.000 4,250.00 39.003 33,152.55 86 MINOR CONCRETE (MISCELLANEOUS M3 675.0000 67,500.00 38.000 25,650.00 CONSTRUCTION) 87 MINOR CONCRETE (CURB AND GUTTER) M3 535.0000 165,850.00 8.400 4,494.00 233.827 125,097.45 88 MINOR CONCRETE (ROUNDABOUT TRUCK APRON) M3 900.0000 37,800.00 42.000 37,800.00 89 MINOR CONCRETE (DRIVEWAY) M3 550.0000 20,900.00 15.990 8,794.50 90 MINOR CONCRETE (GUTTER) M3 535.0000 6,955.00 1.890 1,011.15 91 MINOR CONCRETE (SIDEWALK) M3 550.0000 253,000.00 24.500 13,475.00 273.981 150,689.55 92 MINOR CONCRETE (TEXTURED PAVING) M2 105.0000 16,800.00 0.000 0.00 93 MINOR CONCRETE (BUS POCKET) M3 510.0000 17,850.00 34.043 17,361.93 94 MINOR CONCRETE (CURB RAMP) M3 1,600.0000 38,400.00 5.000 8,000.00 14.273 22,836.80 95 MISCELLANEOUS IRON AND STEEL KG 3.6500 53,859.40 1,753.000 6,398.45 6,263.000 22,859.95 SF) 96 MISCELLANEOUS METAL (BRIDGE) KG 3.5000 1,435.00 410.000 1,435.00 SF) 97 FLUSH SOFFIT LUMINAIRE ORNAMENTAL FRAME EA 1,165.0000 13,980.00 0.000 0.00 S) 98 CHAIN LINK FENCE (TYPE CL-1.8) M 39.1500 72,036.00 1,993.500 78,045.53 S) 99 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,980.0000 1,980.00 1.000 1,980.00 S) 00 SURVEY MONUMENT EA 750.0000 3,750.00 0.000 0.00 01 DELINEATOR (CLASS 1) EA 43.0000 7,740.00 0.000 0.00 02 OBJECT MARKER EA 200.0000 4,400.00 0.000 0.00 03 METAL BEAM GUARD RAILING (STEEL POST) M 76.0000 117,800.00 1,039.000 78,964.00 S) 04 PICKET RAILING (TYPE 1) M 1,408.0000 30,976.00 0.000 0.00 S) 05 PICKET RAILING (TYPE 2) M 1,140.0000 22,800.00 0.000 0.00 S) 06 PICKET RAILING (TYPE 2) ON STAIRS M 1,447.0000 21,705.00 0.000 0.00 S) 07 SINGLE THRIE BEAM BARRIER (STEEL POST) M 95.7000 201,927.00 0.000 0.00 S) 08 CABLE RAILING M 32.8000 15,744.00 300.000 9,840.00 S) 09 TRANSITION RAILING (TYPE STB) EA 3,900.0000 3,900.00 0.000 0.00 S) 10 TRANSITION RAILING (TYPE WB) EA 3,325.0000 33,250.00 3.000 9,975.00 S) 11 TERMINAL SYSTEM (TYPE CAT) EA 4,835.0000 9,670.00 1.000 4,835.00 S) PROGRAM CAS145 PAGE 9 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 11:47 AM ESTIMATE NO. 17 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 09/20/09 R.E. NAME: ART INFANTE DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 1,485.0000 2,970.00 1.000 1,485.00 S) 13 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,295.0000 10,360.00 6.000 7,770.00 S) 14 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,375.0000 20,250.00 2.000 6,750.00 S) 15 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,755.0000 19,285.00 6.000 16,530.00 S) 16 ALTERNATIVE CRASH CUSHION SYSTEM EA 21,400.0000 21,400.00 0.000 0.00 S) 17 CONCRETE BARRIER (TYPE 60) M 180.0000 322,200.00 0.000 0.00 18 CONCRETE BARRIER (TYPE 60C) M 325.0000 182,000.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 60D) M 207.0000 6,003.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 60SC) M 325.0000 204,750.00 630.000 204,750.00 21 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 1,015.0000 5,075.00 0.000 0.00 22 CONCRETE BARRIER (TYPE 732A) M 265.0000 138,595.00 186.000 49,290.00 F) 23 CONCRETE BARRIER (TYPE 732A MODIFIED 2) M 325.0000 17,875.00 55.000 17,875.00 F) 24 CONCRETE BARRIER (TYPE 736 MODIFIED) M 765.0000 29,835.00 0.000 0.00 F) 25 CONCRETE BARRIER (TYPE 736S) M 1,120.0000 47,040.00 0.000 0.00 F) 26 CONCRETE BARRIER (TYPE 80A) M 905.0000 18,100.00 20.000 18,100.00 F) 27 CONCRETE BARRIER (TYPE 80 MODIFIED) M 775.0000 304,575.00 3.000 2,325.00 82.000 63,550.00 F) 28 CONCRETE BARRIER (TYPE 80 MODIFIED 2) M 1,265.0000 45,540.00 36.000 45,540.00 F) 29 CONCRETE BARRIER (TYPE 80R MODIFIED) M 1,135.0000 102,150.00 43.000 48,805.00 88.000 99,880.00 F) 30 CONCRETE BARRIER (TYPE 80R MODIFIED 2) M 830.0000 71,380.00 0.000 0.00 F) 31 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 41,280.00 0.000 0.00 S) 32 THERMOPLASTIC TRAFFIC STRIPE M 0.8100 10,611.00 0.000 0.00 S) (SPRAYABLE) 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 1,716.00 0.000 0.00 S) 34 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1500 1,268.50 0.000 0.00 S) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2500 8,482.50 0.000 0.00 S) 36 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 891.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 37 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1500 365.50 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 38 100 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 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 11:47 AM ESTIMATE NO. 17 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 09/20/09 R.E. NAME: ART INFANTE DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 198.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 40 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 33,680.00 1,238.000 990.40 39,277.000 31,421.60 S) 41 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 3,240.00 18.000 486.00 97.580 2,634.66 S) 42 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 4,256.00 0.000 0.00 S) 43 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8000 13,718.00 2,048.000 7,782.40 S) 44 SIGNAL AND LIGHTING LS 189,000.0000 189,000.00 1.000 189,000.00 S) 45 SIGNAL AND LIGHTING (CITY) LS 212,800.0000 212,800.00 0.287 61,073.60 S) 46 PEDESTRIAN LIGHTING LS 26,800.0000 26,800.00 0.250 6,700.00 S) 47 LIGHTING (CITY STREET) LS 427,500.0000 427,500.00 0.350 149,625.00 0.809 345,847.50 S) 48 MODIFY CITY IRRIGATION SYSTEM LS 9,700.0000 9,700.00 0.000 0.00 S) 49 SPRINKLER CONTROL CONDUIT (BRIDGE) M 151.0000 11,778.00 45.000 6,795.00 F) 50 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 S) (LOCATION 1) 51 MICROWAVE VEHICLE DETECTION SYSTEM LS 28,400.0000 28,400.00 0.000 0.00 S) (LOCATION 2) 52 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.00 S) (LOCATION 3) 53 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.00 S) (LOCATION 4) 54 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.00 S) (LOCATION 5) 55 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.00 S) (LOCATION 6) 56 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.00 S) (LOCATION 7) 57 REMOVE TRAFFIC MONITORING STATION LS 11,900.0000 11,900.00 0.000 0.00 S) 58 CLOSED CIRCUIT TELEVISION SYSTEM LS 16,000.0000 16,000.00 0.000 0.00 S) 59 CONSTRUCTION PHASE INTELLIGENT LS 177,900.0000 177,900.00 1.000 177,900.00 S) TRANSPORTATION SYSTEM 60 REMOVE EXISTING SIGNAL SYSTEM LS 18,900.0000 18,900.00 0.175 3,307.50 S) 61 MODIFY SIGNAL AND LIGHTING LS 88,200.0000 88,200.00 0.337 29,723.40 S) 62 MODIFY LIGHTING LS 42,600.0000 42,600.00 0.000 0.00 S) 63 MODIFY LIGHTING AND SIGN ILLUMINATION LS 379,100.0000 379,100.00 0.040 15,164.00 0.514 194,857.40 S) 64 WIRELESS DATA COMMUNICATION SYSTEM LS 97,100.0000 97,100.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 09/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 11:47 AM ESTIMATE NO. 17 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 09/20/09 R.E. NAME: ART INFANTE DATE OF THIS ESTIMATE 09/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,614,788.77 18,347,680.92 ADJUSTMENT OF COMPENSATION 12,527.80 889,608.71 EXTRA WORK 1,385.06 264,360.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,628,701.63 19,501,650.28 65 MOBILIZATION LS 2750,000.0000 2,750,000.00 0.950 2,612,500.00 ORIGINAL CONTRACT AMOUNT 46,194,285.52 TOTAL WORK COMPLETED 1,628,701.63 22,114,150.28 MATERIALS ON HAND ON SITE 1,194,000.60 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -11,298.16 TOTAL 1,628,701.63 23,296,852.72 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 06/23/08 07/08/08 02/15/11 278 24 6 0 47% 68% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H ART INFANTE RESIDENT ENGINEER PROGRAM CAS145 PAGE 13 DATE 09/21/09