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 05/22/09 EST. NO.09 TIME 01:12 PM R.E. NAME: MCMILLAN, STEVE 11-2T0924 --------------------------------------------------------------------------- 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 0119 346.90 E.W. @ F.A.(+) 032709 N 0188.0 0121 692.51 040109 N 0190.0 0122 260.67 040109 N 0191.0 0123 152.51 040209 N 0192.0 0124 110.00 040209 N 0193.0 0125 260.67 040309 N 0195.0 0127 167.52 040709 N 0198.0 0128 356.70 040809 N 0199.0 0129 400.76 040909 N 0200.0 0130 356.70 041009 N 0201.0 0132 121.44 032709 N 0203.0 0133 405.15 040109 N 0204.0 0138 868.49 031109 N 0166.0 0140 695.06 032309 N 0168.0 0141 495.43 032409 N 0169.0 0142 493.50 032509 N 0170.0 0145 370.12 032709 N 0173.0 0146 856.83 031009 N 0220.0 0147 797.46 031209 N 0221.0 0149 713.76 031309 N 0223.0 0150 651.10 031709 N 0224.0 0151 635.92 031809 N 0225.0 0153 485.75 033009 N 0176.0 0154 374.52 040209 N 0177.0 0155 1,081.33 040309 N 0178.0 0157 220.00 030509 N 0181.0 0159 195.43 031009 N 0183.0 0160 195.43 031109 N 0184.0 0164 2,539.56 030909 N 0243.0 0165 1,872.38 010809 N 0244.0 0168 2,985.35 043009 N 0259.0 0169 2,135.94 042109 N 0260.0 0170 2,863.36 050509 N 0281.0 0171 3,421.16 050609 N 0282.0 0172 349.57 040109 N 0266.0 0173 155.07 041309 N 0270.0 0174 449.03 041309 N 0271.0 0175 336.19 041409 N 0272.0 0176 743.91 041409 N 0274.0 0177 272.64 041509 N 0276.0 0178 416.04 041609 N 0278.0 0179 214.68 041609 N 0279.0 0180 331.99 041709 N 0283.0 0181 511.92 042009 N 0284.0 0182 178.73 042009 N 0285.0 0183 169.26 042109 N 0287.0 0184 155.07 042109 N 0288.0 0185 178.73 042109 N 0289.0 0186 357.60 042209 N 0290.0 0187 415.74 042209 N 0291.0 0188 178.73 042209 N 0292.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 05/22/09 EST. NO.09 TIME 01:12 PM R.E. NAME: MCMILLAN, STEVE 11-2T0924 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0189 698.43 042309 N 0293.0 0190 178.73 042309 N 0294.0 0191 323.46 042409 N 0296.0 0192 155.07 042409 N 0297.0 0193 411.76 042709 N 0298.0 0194 764.20 042709 N 0299.0 0195 441.12 042809 N 0300.0 0196 705.37 042809 N 0301.0 0197 463.14 042909 N 0302.0 0199 55.00 042909 N 0304.0 0200 178.73 042909 N 0305.0 0201 325.60 043009 N 0306.0 0202 43.77 043009 N 0307.0 0203 681.86 050109 N 0308.0 0204 485.17 050409 N 0309.0 0207 411.76 050509 N 0313.0 0213 658.69 041609 N 0251.0 0214 303.73 041709 N 0252.0 0217 566.88 041509 N 0257.0 0218 354.51 050109 N 0264.0 0219 250.63 042709 N 0323.0 0223 182.29 042709 N 0327.0 0224 182.29 042809 N 0328.0 0229 370.12 042009 N 0333.0 0232 121.44 042009 N 0339.0 0233 121.44 042109 N 0340.0 0234 121.44 042209 N 0341.0 0235 121.44 042309 N 0342.0 0236 121.44 042909 N 0343.0 0237 370.12 042109 N 0334.0 0238 604.60 042209 N 0335.0 002 0007 700.35 E.W. @ F.A.(+) 043009 N 0261.0 003 0008 1,537.48 E.W. @ F.A.(+) 040909 N 0234.0 0009 1,512.92 041009 N 0235.0 0010 1,512.92 041309 N 0236.0 0011 661.90 041409 N 0237.0 0012 232.13 040909 N 0267.0 0013 464.27 041009 N 0268.0 0014 464.27 041309 N 0269.0 0015 232.13 041409 N 0273.0 0016 680.32 040909 N 0248.0 0017 680.32 041009 N 0249.0 0018 680.32 041309 N 0263.0 012 0007 660.92 E.W. @ F.A.(+) 050509 N 0311.0 033 0004 571.61 E.W. @ F.A.(+) 041509 N 0275.0 0005 476.36 041609 N 0277.0 0006 1,143.25 041709 N 0280.0 047 0001 1,906.11 E.W. @ F.A.(+) 031809 N 0211.0 0002 767.39 031909 N 0212.0 0003 113.54 042409 N 0256.0 0004 65.76 042709 N 0322.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 05/22/09 EST. NO.09 TIME 01:12 PM R.E. NAME: MCMILLAN, STEVE 11-2T0924 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0005 1,659.91 042909 N 0351.0 0006 618.67 042209 N 0359.0 050 0003 600.57 E.W. @ F.A.(+) 032309 N 0217.0 0006 1,135.55 032409 N 0218.0 63,847.51 TOTAL THIS ESTIMATE 143,100.37 TOTAL PREVIOUS ESTIMATE 206,947.88 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 05/22/09 EST. NO.09 TIME 01:12 PM R.E. NAME: MCMILLAN, STEVE 11-2T0924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERF FAILURE CPM -577,262.69 03 PERF FAILURE CPM 577,262.69 04 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS SEPT -10,000.00 02 O/S PRS OCT -10,000.00 03 O/S PRS NOV -10,000.00 04 PRS RECD SEPT 10,000.00 04 O/S PRS DEC -10,000.00 05 O/S PRS JAN -10,000.00 06 PRS RECD OCT 10,000.00 06 PRS RECD NOV 10,000.00 06 O/S PRS FEB -10,000.00 07 PRS RECD JAN 10,000.00 07 PRS RECD DEC 10,000.00 08 PRTL PRS RECD FEB 8,000.00 08 0.00 -2,000.00 TOTAL DEDUCTIONS 0.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 05/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:12 PM ESTIMATE NO. 09 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/22/09 LOCATION PROGRESS ESTIMATE 11-SD-15-M10.4/R21.2 ----------------- COFFMAN SPECIALTIES INC. IN SAN DIEGO COUNTY IN SAN DIEGO ON 4375 JUTLAND DRIVE SUITE 260 ROUTE 15 AND ON ROUTE 163 SAN DIEGO, CA 92117 FED. AID NO. N O N E CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 0.500 6,250.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 2,250,000.00 22.000 55,000.00 141.000 352,500.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 29,100.00 44.500 1,335.00 643.960 19,318.80 S) 04 TEMPORARY FENCE (TYPE ESA) M 15.0000 5,850.00 0.000 0.00 05 TEMPORARY SUPPORT LS 50,000.0000 50,000.00 1.000 50,000.00 06 TEMPORARY PIPE INLET (TYPE GMP) M 500.0000 1,000.00 2.000 1,000.00 07 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.032 1,600.00 0.283 14,150.00 08 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.010 50.00 0.563 2,815.00 S) PREVENTION PLAN 09 TEMPORARY HYDRAULIC MULCH M2 0.3000 12,000.00 15,088.320 4,526.50 S) 10 TEMPORARY FIBER ROLL M 8.0000 74,000.00 239.000 1,912.00 3,623.660 28,989.28 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 105,000.00 2.000 5,000.00 17.000 42,500.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 73,500.00 12.000 42,000.00 13 TEMPORARY CHECK DAM M 10.0000 2,700.00 169.000 1,690.00 14 MOVE-IN/MOVE-OUT EA 500.0000 1,500.00 3.000 1,500.00 S) (TEMPORARY EROSION CONTROL) 15 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 43,200.00 33.000 5,940.00 16 STREET SWEEPING LS 150,000.0000 150,000.00 0.025 3,750.00 0.157 23,550.00 17 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.010 500.00 0.463 23,150.00 S) 18 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.025 7,500.00 0.157 47,100.00 S) 19 TYPE III BARRICADE EA 70.0000 11,200.00 26.000 1,820.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 4,260.00 7,863.200 3,931.60 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 1,220.00 0.000 0.00 S) 22 PORTABLE DELINEATOR EA 20.0000 4,000.00 20.000 400.00 S) PROGRAM CAS145 PAGE 2 DATE 05/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:12 PM ESTIMATE NO. 09 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC PLASTIC DRUM EA 50.0000 20,500.00 100.000 5,000.00 S) 24 TEMPORARY PAVEMENT MARKER EA 4.0000 4,960.00 1,435.000 5,740.00 S) 25 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,500.0000 102,000.00 0.264 2,244.00 2.892 24,582.00 S) 26 TEMPORARY RAILING (TYPE K) M 25.0000 865,000.00 66.000 1,650.00 6,180.500 154,512.50 27 TEMPORARY CRASH CUSHION MODULE EA 200.0000 64,000.00 74.000 14,800.00 S) 28 TEMPORARY CRASH CUSHION (ABSORB 350) EA 3,500.0000 98,000.00 14.000 49,000.00 S) 29 ABANDON CULVERT EA 500.0000 31,500.00 2.000 1,000.00 3.000 1,500.00 30 ABANDON PIPELINE M 25.0000 6,750.00 6.000 150.00 31 ABANDON IRRIGATION CROSSOVER EA 1,000.0000 10,000.00 0.000 0.00 32 REMOVE METAL BEAM GUARD RAILING M 37.0000 11,840.00 138.720 5,132.64 S) 33 REMOVE TRAFFIC STRIPE M 1.0000 134,000.00 16,986.520 16,986.52 S) 34 REMOVE PAVEMENT MARKING M2 10.0000 2,300.00 168.940 1,689.40 S) 35 REMOVE ROADSIDE SIGN EA 150.0000 4,950.00 22.000 3,300.00 S) 36 REMOVE SIGN STRUCTURE EA 5,000.0000 95,000.00 6.000 30,000.00 37 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 10,000.00 4.000 10,000.00 38 REMOVE PIPELINE M 130.0000 67,600.00 199.688 25,959.44 199.688 25,959.44 39 REMOVE CONCRETE DECK SURFACE M2 40.0000 8,000.00 0.000 0.00 40 RESET ROADSIDE SIGN EA 300.0000 3,000.00 0.000 0.00 41 RELOCATE ROADSIDE SIGN EA 300.0000 13,800.00 0.000 0.00 42 RELOCATE SIGN PANEL EA 1,000.0000 2,000.00 0.000 0.00 43 MODIFY INLET EA 1,500.0000 4,500.00 0.000 0.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 112,000.00 0.000 0.00 S) 45 REMOVE CONCRETE (RETAINING WALL) M 33.0000 30,690.00 300.000 9,900.00 46 REMOVE CONCRETE (SOUNDWALL) M 25.0000 15,250.00 192.000 4,800.00 47 REMOVE CONCRETE (CHANNEL) M 120.0000 32,400.00 0.000 0.00 48 REMOVE CONCRETE BARRIER M 40.0000 265,200.00 360.400 14,416.00 49 PREPARE CONCRETE BRIDGE DECK SURFACE M2 18.0000 17,010.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:12 PM ESTIMATE NO. 09 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 27,600.00 0.000 0.00 51 REMOVE CONCRETE (CURB, GUTTER, AND M 150.0000 9,150.00 84.100 12,615.00 SIDEWALK) 52 CAP INLET EA 1,000.0000 12,000.00 1.000 1,000.00 53 CAP RISER EA 1,000.0000 2,000.00 0.000 0.00 54 REMOVE CRASH CUSHION (TYPE GREAT) EA 5,000.0000 20,000.00 0.000 0.00 55 REMOVE CRASH CUSHION EA 500.0000 14,000.00 0.000 0.00 (SAND FILLED, MODULE) 56 BRIDGE REMOVAL, LOCATION A LS 330,000.0000 330,000.00 0.300 99,000.00 0.400 132,000.00 57 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000.00 58 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.950 190,000.00 59 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.025 250.00 0.357 3,570.00 60 ROADWAY EXCAVATION M3 31.0000 5,239,000.00 6,415.950 198,894.45 72,547.860 2,248,983.66 61 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 138,800.00 331.000 26,480.00 930.000 74,400.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 75.0000 1,463,700.00 2,238.000 167,850.00 18,183.000 1,363,725.00 F) 63 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 50.0000 24,500.00 490.000 24,500.00 F) 64 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 45.0000 22,275.00 0.000 0.00 F) 65 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 60,800.00 37.000 2,960.00 264.000 21,120.00 F) 66 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 740,400.00 416.000 12,480.00 3,312.000 99,360.00 F) 67 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 250.0000 10,000.00 0.000 0.00 F) 68 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 200.0000 16,000.00 43.000 8,600.00 51.000 10,200.00 F) 69 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 50,840.00 60.000 2,400.00 303.000 12,120.00 F) WALL) 70 SAND BACKFILL M3 250.0000 145,000.00 6.300 1,575.00 9.300 2,325.00 71 LEAN CONCRETE BACKFILL M3 250.0000 30,000.00 120.000 30,000.00 F) 72 CLASS 2 CONCRETE (BACKFILL) M3 300.0000 55,500.00 185.000 55,500.00 F) 73 DITCH EXCAVATION M3 45.0000 21,600.00 0.000 0.00 74 SOIL NAIL ASSEMBLY M 180.0000 205,200.00 0.000 0.00 S) 75 EROSION CONTROL (BIOFILTRATION) M2 10.0000 74,500.00 0.000 0.00 S) 76 EROSION CONTROL (TYPE D) M2 1.2000 98,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 05/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:12 PM ESTIMATE NO. 09 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FIBER ROLLS M 6.2500 22,875.00 0.000 0.00 S) 78 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 250.0000 750.00 0.000 0.00 S) 79 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.012 2,280.00 0.053 10,070.00 S) 80 WATER METER EA 49,000.0000 98,000.00 0.000 0.00 S) 81 200 MM CORRUGATED HIGH DENSITY M 160.0000 10,560.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 82 250 MM CORRUGATED HIGH DENSITY M 170.0000 28,900.00 14.200 2,414.00 S) POLYETHYLENE PIPE CONDUIT 83 200 MM WELDED STEEL PIPE CONDUIT M 210.0000 33,600.00 29.250 6,142.50 S) (6.35 MM THICK) 84 EXTEND 250 MM CONDUIT M 210.0000 10,080.00 0.000 0.00 S) 85 BOOSTER PUMP EA 25,000.0000 25,000.00 0.000 0.00 S) 86 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0.00 87 CLASS 2 AGGREGATE BASE M3 40.0000 1,768,000.00 4,663.263 186,530.52 6,767.784 270,711.36 88 ASPHALT TREATED PERMEABLE BASE M3 250.0000 22,000.00 0.000 0.00 89 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 26,000.00 0.000 0.00 90 SLURRY SEAL TONN 1,500.0000 54,000.00 0.000 0.00 91 HOT MIX ASPHALT TONN 110.0000 5,896,000.00 2,680.390 294,842.90 2,684.320 295,275.20 92 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 10,000.0000 3,000.00 0.000 0.00 PAVEMENT INTERLAYER) 93 GEOSYNTHETIC PAVEMENT INTERLAYER M2 13.0000 2,600.00 0.000 0.00 94 PLACE HOT MIX ASPHALT DIKE M 4.0000 20,200.00 0.000 0.00 95 PLACE HOT MIX ASPHALT M2 12.0000 28,680.00 14.480 173.76 (MISCELLANEOUS AREA) 96 TACK COAT TONN 1,500.0000 43,500.00 2.345 3,517.50 2.345 3,517.50 97 CONCRETE PAVEMENT M3 230.0000 6,164,000.00 0.000 0.00 98 SEAL PAVEMENT JOINT M 4.0000 186,400.00 0.000 0.00 99 SEAL LONGITUDINAL ISOLATION JOINT M 6.0000 40,920.00 641.640 3,849.84 00 REPAIR SPALLED JOINTS M2 1,050.0000 10,500.00 0.000 0.00 01 GRIND EXISTING CONCRETE M2 5.0000 31,250.00 3,412.000 17,060.00 S) PAVEMENT 02 760 MM DRILLED HOLE M 120.0000 86,400.00 720.000 86,400.00 S) 03 STEEL SOLDIER PILE (W530 X 66) M 245.0000 3,185.00 13.000 3,185.00 PROGRAM CAS145 PAGE 5 DATE 05/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:12 PM ESTIMATE NO. 09 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STEEL SOLDIER PILE (W530 X 109) M 330.0000 40,260.00 122.000 40,260.00 05 STEEL SOLDIER PILE (W530 X 138) M 430.0000 50,740.00 118.000 50,740.00 06 STEEL SOLDIER PILE (W530 X 165) M 565.0000 111,870.00 198.000 111,870.00 07 STEEL SOLDIER PILE (W530 X 182) M 610.0000 148,230.00 243.000 148,230.00 08 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 260.0000 77,220.00 296.780 77,162.80 S) PILING 09 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 910.0000 185,640.00 87.300 79,443.00 S) PILING 10 PRESTRESSING CAST-IN-PLACE CONCRETE LS 165,000.0000 165,000.00 0.000 0.00 S) 11 TIEDOWN ANCHOR EA 8,100.0000 64,800.00 0.000 0.00 S) 12 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 137,200.00 127.000 44,450.00 F) 13 STRUCTURAL CONCRETE, DECK OVERLAY M3 500.0000 77,500.00 0.000 0.00 F) 14 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 1,858,500.00 25.000 18,750.00 498.000 373,500.00 F) 15 STRUCTURAL CONCRETE, RETAINING WALL M3 460.0000 3,460,120.00 1,442.000 663,320.00 2,962.000 1,362,520.00 F) 16 STRUCTURAL CONCRETE, BARRIER SLAB M3 600.0000 150,000.00 0.000 0.00 F) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 81,900.00 117.000 81,900.00 117.000 81,900.00 F) (TYPE N) 18 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 2,000.0000 46,000.00 3.010 6,020.00 5.000 10,000.00 19 CLASS 4 CONCRETE (BACKFILL) M3 220.0000 48,400.00 155.500 34,210.00 155.500 34,210.00 20 CLASS 1 CONCRETE (RETAINING WALL) M3 500.0000 1,140,000.00 1,788.000 894,000.00 F) 21 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 488,000.00 17.440 34,880.00 75.870 151,740.00 F) 22 HEAVY BLAST TEXTURE M2 10.0000 35,310.00 833.000 8,330.00 833.000 8,330.00 F) 23 SWIRLED PLASTER TEXTURE M2 30.0000 114,720.00 698.000 20,940.00 2,053.000 61,590.00 F) 24 ARCHITECTURAL SURFACE (BARRIER) M2 30.0000 8,850.00 0.000 0.00 F) 25 TILE TEXTURE M2 50.0000 43,650.00 220.250 11,012.50 F) 26 DRILL AND BOND DOWEL M 75.0000 26,475.00 0.000 0.00 27 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,000.0000 441,000.00 21.000 441,000.00 S) GIRDER (25 M - 30 M) 28 ERECT PRECAST PRESTRESSED CONCRETE EA 2,000.0000 42,000.00 21.000 42,000.00 S) GIRDER 29 FURNISH POLYESTER CONCRETE OVERLAY M3 4,750.0000 33,250.00 0.000 0.00 30 PLACE POLYESTER CONCRETE OVERLAY M2 55.0000 13,750.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 05/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:12 PM ESTIMATE NO. 09 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ACCESS GATE 1.5 EA 13,000.0000 13,000.00 0.000 0.00 32 JOINT SEAL (TYPE AL) M 110.0000 4,400.00 0.000 0.00 S) 33 JOINT SEAL (MR 40 MM) M 225.0000 25,650.00 0.000 0.00 S) 34 JOINT SEAL (MR 50 MM) M 265.0000 8,215.00 0.000 0.00 S) 35 BAR REINFORCING STEEL (BRIDGE) KG 2.3000 1,135,510.00 168,903.000 388,476.90 SF) 36 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3000 1,421,995.70 88,311.000 203,115.30 308,625.000 709,837.50 SF) 37 HEADED BAR REINFORCEMENT EA 15.0000 9,525.00 0.000 0.00 SF) 38 SHOTCRETE M3 750.0000 84,750.00 0.000 0.00 F) 39 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 13.0000 39,273.00 0.000 0.00 WITH WALKWAY) 40 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 7,678.00 0.000 0.00 S) WITH WALKWAY) 41 FURNISH SIGN STRUCTURE (TUBULAR) KG 12.0000 1,233,300.00 0.000 0.00 42 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.6000 164,440.00 0.000 0.00 S) 43 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 133,056.00 0.000 0.00 44 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.5000 16,632.00 0.000 0.00 S) 45 FURNISH LAMINATED PANEL SIGN M2 165.0000 44,550.00 0.000 0.00 (25.4 MM-TYPE A) 46 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 4,000.00 0.000 0.00 (1.6 MM-UNFRAMED) 47 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 3,500.00 0.000 0.00 (2.0 MM-UNFRAMED) 48 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 3,640.00 0.000 0.00 (1.6 MM-FRAMED) 49 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 900.00 0.000 0.00 (2.0 MM-FRAMED) 50 920 MM CAST-IN-DRILLED-HOLE M 2,900.0000 69,600.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 51 1524 MM CAST-IN-DRILLED-HOLE M 1,400.0000 196,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 52 ROADSIDE SIGN-ONE POST EA 125.0000 750.00 0.000 0.00 (WEED CONTROL MAT RUBBER) 53 ROADSIDE SIGN - ONE POST EA 485.0000 14,065.00 0.000 0.00 54 ROADSIDE SIGN - TWO POST EA 1,200.0000 12,000.00 0.000 0.00 55 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 750.00 0.000 0.00 METHOD) 56 INSTALL SIGN PANEL (BARRIER MOUNTED) EA 1,200.0000 19,200.00 0.000 0.00 57 INSTALL ROADSIDE SIGN PANEL ON EA 180.0000 4,500.00 0.000 0.00 EXISTING POST PROGRAM CAS145 PAGE 7 DATE 05/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:12 PM ESTIMATE NO. 09 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 TIMBER LAGGING M3 2,100.0000 102,900.00 49.000 102,900.00 F) 59 200 MM ALTERNATIVE PIPE CULVERT M 150.0000 6,900.00 16.940 2,541.00 16.940 2,541.00 60 450 MM ALTERNATIVE PIPE CULVERT M 145.0000 304,500.00 173.920 25,218.40 504.000 73,080.00 61 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 355,000.00 73.450 18,362.50 190.150 47,537.50 62 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 183,000.00 7.320 2,196.00 7.320 2,196.00 63 1650 MM ALTERNATIVE PIPE CULVERT M 2,560.0000 64,000.00 24.160 61,849.60 24.160 61,849.60 64 100 MM PLASTIC PIPE UNDERDRAIN M 60.0000 97,800.00 0.000 0.00 65 DRAINAGE INLET MARKER EA 100.0000 500.00 0.000 0.00 66 900 MM CEMENT MORTAR LINED & TAPE COATED M 2,300.0000 920,000.00 39.930 91,839.00 372.170 855,991.00 (6.25 MM THICK) WELDED STEEL PIPE 67 400 MM BUTTERFLY VALVE ASSEMBLY EA 7,400.0000 59,200.00 0.000 0.00 68 150 MM BLOW-OFF VALVE ASSEMBLY EA 6,000.0000 18,000.00 1.050 6,300.00 1.800 10,800.00 69 100 MM AIR RELEASE AND VACUUM VALVE EA 5,500.0000 33,000.00 1.350 7,425.00 2.850 15,675.00 ASSEMBLY 70 POLYVINYL CHLORIDE PIPE CLASS 200 M 660.0000 40,920.00 48.200 31,812.00 71 CORROSION TEST STATION EA 3,260.0000 29,340.00 2.500 8,150.00 2.500 8,150.00 72 ACCESS MANHOLE EA 12,000.0000 24,000.00 1.100 13,200.00 2.000 24,000.00 73 GATE VALVE EA 3,300.0000 9,900.00 3.000 9,900.00 74 400 MM CEMENT MORTAR LINED AND COATED M 2,300.0000 204,700.00 0.000 0.00 (6.25 MM THICK) WELDED STEEL PIPE 75 900 MM CEMENT MORTAR LINED AND COATED M 3,640.0000 160,160.00 0.000 0.00 (6.25 MM THICK) WELDED STEEL PIPE 76 400 MM CEMENT MORTAR LINED M 1,200.0000 312,000.00 0.000 0.00 (FIELD APPLIED) AND TAPE COATED (6.25 MM THICK) WELDED STEEL PIPE 77 600 MM STEEL CASING PIPE M 3,200.0000 115,200.00 0.000 0.00 78 400 MM FLEXIBLE EXPANSION JOINT EA 12,000.0000 72,000.00 0.000 0.00 79 900 MM BUTTERFLY VALVE ASSEMBLY EA 26,000.0000 26,000.00 0.100 2,600.00 1.000 26,000.00 80 100 MM BLOW-OFF VALVE ASSEMBLY EA 5,500.0000 11,000.00 0.000 0.00 81 100 MM SERVICE LINE ASSEMBLY EA 5,800.0000 11,600.00 0.000 0.00 82 100 MM POLYVINYL CHLORIDE CONDUIT M 150.0000 22,500.00 0.000 0.00 (FOR FIBER OPTIC) 83 450 MM ALTERNATIVE PIPE RISER M 1,000.0000 29,000.00 6.100 6,100.00 6.100 6,100.00 PROGRAM CAS145 PAGE 8 DATE 05/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:12 PM ESTIMATE NO. 09 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 900 MM ALTERNATIVE PIPE RISER M 2,650.0000 55,650.00 2.450 6,492.50 85 TELEVISE EXISTING SEWER PIPE LS 25,000.0000 25,000.00 0.500 12,500.00 S) 86 CONCRETE (DITCH LINING) M3 450.0000 41,400.00 0.000 0.00 87 SLOPE PAVING (CONCRETE) M3 1,100.0000 26,400.00 0.000 0.00 F) 88 SLOPE PAVING (CONCRETE) M2 200.0000 82,000.00 0.000 0.00 F) (SPLIT FACED VENEER) 89 MINOR CONCRETE (GUTTER) M3 75.0000 3,600.00 9.400 705.00 90 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 279,000.00 0.000 0.00 91 MINOR CONCRETE (CURB, SIDEWALK AND M3 515.0000 103,000.00 0.000 0.00 CURB RAMP) 92 MISCELLANEOUS IRON AND STEEL KG 5.0000 142,340.00 0.000 0.00 SF) 93 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 450.00 0.000 0.00 SF) 94 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 28,400.00 710.000 14,200.00 SF) 95 DELINEATOR (CLASS 1) EA 30.0000 5,100.00 0.000 0.00 96 MILEPOST MARKER EA 100.0000 800.00 0.000 0.00 97 GUARD RAILING DELINEATOR EA 13.0000 598.00 0.000 0.00 98 METAL BEAM GUARD RAILING M 100.0000 22,000.00 0.000 0.00 S) 99 CHAIN LINK RAILING (TYPE 7) M 230.0000 62,330.00 0.000 0.00 SF) 00 PERFORATED STEEL SCREEN (SCONCE) EA 3,725.0000 29,800.00 0.000 0.00 S) 01 CONCRETE BARRIER (TYPE K) M 150.0000 295,500.00 0.000 0.00 02 PERFORATED STEEL SCREEN (PILASTER) EA 4,400.0000 17,600.00 0.000 0.00 S) 03 TUBULAR PIPE HANDRAILING M 570.0000 22,800.00 0.000 0.00 SF) 04 CONCRETE BARRIER (TYPE 26 MODIFIED) M 600.0000 121,800.00 0.000 0.00 F) 05 CONCRETE BARRIER (TYPE A) M 300.0000 51,600.00 0.000 0.00 F) 06 CABLE RAILING M 33.0000 15,675.00 166.000 5,478.00 SF) 07 TRANSITION RAILING (TYPE WB) EA 3,400.0000 13,600.00 0.000 0.00 S) 08 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 6,120.00 0.000 0.00 S) 09 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 3,200.00 0.000 0.00 S) 10 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,640.0000 31,680.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 05/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:12 PM ESTIMATE NO. 09 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 CRASH CUSHION (REACT 9CBB) EA 45,000.0000 225,000.00 0.000 0.00 S) 12 CONCRETE BARRIER (TYPE 60 MODIFIED) M 600.0000 29,400.00 0.000 0.00 13 CONCRETE BARRIER (TYPE 60D) M 300.0000 26,400.00 0.000 0.00 14 CONCRETE BARRIER (TYPE 60G) M 600.0000 15,600.00 0.000 0.00 15 CONCRETE BARRIER (TYPE 60GE) M 600.0000 150,000.00 0.000 0.00 16 CONCRETE BARRIER (TYPE 60S) M 170.0000 163,200.00 0.000 0.00 17 CONCRETE BARRIER (TYPE 60SA) M 290.0000 16,820.00 52.520 15,230.80 18 CONCRETE BARRIER (TYPE 60SC) M 250.0000 572,500.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 60SE) M 700.0000 98,000.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 60GE MODIFIED) M 700.0000 22,400.00 0.000 0.00 F) 21 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 700.0000 7,000.00 0.000 0.00 22 CONCRETE BARRIER (TYPE 60S MODIFIED) M 270.0000 418,500.00 0.000 0.00 23 CONCRETE BARRIER (TYPE 60G MODIFIED) M 600.0000 21,600.00 0.000 0.00 24 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 104,100.00 0.000 0.00 F) 25 CONCRETE BARRIER (TYPE 736B MODIFIED) M 350.0000 45,500.00 0.000 0.00 26 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 15,300.00 0.000 0.00 S) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 17,100.00 0.000 0.00 S) 28 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 11,080.00 0.000 0.00 S) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 4,068.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 2,338.00 0.000 0.00 S) (BROKEN 11.0 M - 3.5 M) 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 2,538.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 32 PAINT TRAFFIC STRIPE (2-COAT) M 0.2800 66,640.00 46,780.528 13,098.55 S) 33 PAINT PAVEMENT MARKING (2-COAT) M2 18.0000 4,500.00 208.810 3,758.58 S) 34 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9500 35,435.00 6,833.000 6,491.35 S) 35 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 37,600.00 3,383.000 6,766.00 S) 36 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 37 SIGNAL AND LIGHTING (LOCATION 1) LS 65,000.0000 65,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 05/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:12 PM ESTIMATE NO. 09 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 SIGNAL AND LIGHTING (LOCATION 2) LS 140,000.0000 140,000.00 0.000 0.00 S) 39 SIGNAL AND LIGHTING (LOCATION 3) LS 110,000.0000 110,000.00 0.000 0.00 S) 40 SIGNAL AND LIGHTING (LOCATION 4) LS 110,000.0000 110,000.00 0.130 14,300.00 S) 41 SIGNAL AND LIGHTING (LOCATION 5) LS 110,000.0000 110,000.00 0.133 14,630.00 S) 42 SIGNAL AND LIGHTING (CITY) LS 40,000.0000 40,000.00 0.000 0.00 S) 43 TEMPORARY LIGHTING LS 430,000.0000 430,000.00 0.082 35,260.00 0.662 284,660.00 S) 44 LIGHTING (CITY STREET) LS 160,000.0000 160,000.00 0.000 0.00 S) 45 LIGHTING AND SIGN ILLUMINATION LS 700,000.0000 700,000.00 0.048 33,600.00 0.083 58,100.00 S) 46 CHANGEABLE MESSAGE SIGN SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) 47 GUIDE WIRE SYSTEM LS 740,000.0000 740,000.00 0.006 4,440.00 S) 48 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 18,000.00 0.000 0.00 S) 49 BOOSTER PUMP ELECTRICAL SYSTEM LS 27,500.0000 27,500.00 0.000 0.00 S) 50 TRAFFIC MONITORING STATION LS 100,000.0000 100,000.00 0.000 0.00 S) 51 TEMPORARY TRAFFIC MONITORING STATION LS 12,000.0000 12,000.00 1.000 12,000.00 S) 52 CLOSED CIRCUIT TELEVISION SYSTEM LS 65,000.0000 65,000.00 0.000 0.00 S) 53 FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.006 4,800.00 0.071 56,800.00 S) 54 TEMPORARY COMMUNICATION SYSTEM LS 9,000.0000 9,000.00 0.000 0.00 S) 55 RAMP METERING SYSTEM (LOCATION 1) LS 65,000.0000 65,000.00 0.038 2,470.00 S) 56 RAMP METERING SYSTEM (LOCATION 2) LS 60,000.0000 60,000.00 0.065 3,900.00 S) 57 RAMP METERING SYSTEM (LOCATION 3) LS 70,000.0000 70,000.00 0.000 0.00 S) 58 RAMP METERING SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.064 3,200.00 0.112 5,600.00 S) 59 RAMP METERING SYSTEM (LOCATION 5) LS 60,000.0000 60,000.00 0.057 3,420.00 S) 60 TEMPORARY RAMP METERING SYSTEM LS 70,000.0000 70,000.00 0.344 24,080.00 S) (LOCATION 1) 61 TEMPORARY RAMP METERING SYSTEM LS 16,000.0000 16,000.00 0.000 0.00 S) (LOCATION 2) 62 TEMPORARY RAMP METERING SYSTEM LS 95,000.0000 95,000.00 0.624 59,280.00 S) (LOCATION 3) 63 TEMPORARY RAMP METERING SYSTEM LS 65,000.0000 65,000.00 0.795 51,675.00 S) (LOCATION 4) 64 TEMPORARY RAMP METERING SYSTEM LS 35,000.0000 35,000.00 0.657 22,995.00 S) (LOCATION 5) PROGRAM CAS145 PAGE 11 DATE 05/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:12 PM ESTIMATE NO. 09 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 INSTALL MOVEABLE BARRIER M 5.0000 62,500.00 0.000 0.00 S) 66 HIGH OCCUPANCY VEHICLE SYSTEM (REMOVE) LS 70,000.0000 70,000.00 0.000 0.00 S) 67 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 68 MINOR CONCRETE (SOUND WALL) M3 500.0000 154,000.00 105.000 52,500.00 308.000 154,000.00 F) 69 SOUND WALL (MASONRY BLOCK) M2 120.0000 213,600.00 769.000 92,280.00 963.000 115,560.00 F) 70 CONCRETE BARRIER (TYPE 736A MODIFY) M 300.0000 48,000.00 39.000 11,700.00 160.000 48,000.00 PROGRAM CAS145 PAGE 12 DATE 05/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:12 PM ESTIMATE NO. 09 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,665,747.61 13,478,253.08 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 63,847.51 206,947.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,729,595.12 13,685,200.96 71 MOBILIZATION LS 6008,008.3000 6,008,008.30 0.200 1,201,601.66 0.950 5,707,607.89 ORIGINAL CONTRACT AMOUNT 60,545,000.00 TOTAL WORK COMPLETED 3,931,196.78 19,392,808.85 MATERIALS ON HAND ON SITE 668,574.22 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,000.00 TOTAL 3,931,196.78 20,059,383.07 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE SYSTEM ELEMENTS DURING CONN 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 08/06/08 900 09/09/08 09/30/08 06/05/12 141 16 0 0 31% 16% PROGRESS IS SATISFACTORY MCMILLAN, STEVE RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 05/22/09