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 05/24/10 EST. NO.21 TIME 02:19 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 0519 182.16 E.W. @ F.A.(+) 100608 N 0750.0 0523 182.16 111308 N 0755.0 0528 293.17 111308 N 0764.0 0557 483.48 032910 N 0880.0 0559 62.66 041209 N 0858.0 0561 609.01 033010 N 0861.0 0568 174.18 041910 N 0894.0 0569 226.76 050610 N 0899.0 0570 352.01 030909 N 0243.1 0571 286.01 010809 N 0244.1 0572 383.26 011109 N 0245.1 0573 383.26 011209 N 0246.1 0574 129.18 041910 N 0882.0 0575 929.74 021110 N 0886.0 0576 465.94 040710 N 892.10 009 0036 761.04 E.W. @ F.A.(+) 022610 N 0852.0 0041 221.59 042310 N 0895.0 016 0011 2,594.39 E.W. @ F.A.(+) 031010 N 0874.0 023 0005 1,230.63 E.W. @ F.A.(+) 012010 N 0848.1 0006 2,351.25 052709 N 0884.0 028 0011 1,840.89 E.W. @ F.A.(+) 082109 N 0885.0 061 0007 2,899.45 E.W. @ F.A.(+) 101309 N 0883.0 066 0012 2,606.16 E.W. @ F.A.(+) 031010 N 0887.0 071 0001-1 -913.90 E.W. @ F.A.(+) 102109 N 0783.0 DAO CORRECTING ENTRY 072 0003 913.90 E.W. @ F.A.(+) 102109 N 0783.9 081 0001 490.60 E.W. @ F.A.(+) 012710 N 0834.0 0002 1,954.91 020810 N 0840.0 0003 350.36 020910 N 0841.0 0005 1,554.85 032310 N 0890.0 085 0001 2,598.53 E.W. @ F.A.(+) 122909 N 0864.0 0002 807.69 043010 N 0898.0 27,405.32 TOTAL THIS ESTIMATE 1,202,551.94 TOTAL PREVIOUS ESTIMATE 1,229,957.26 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 05/24/10 EST. NO.21 TIME 02:19 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 SURVEY RESTAKING CHG -6,970.00 13 SURVEY RESTAKING CHG -1,700.00 15 LATE REOPEN CLOSURE -25,950.00 17 0.00 -34,620.00 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 O/S PRS MAY -10,000.00 10 O/S PRS JUNE -10,000.00 11 PRS RECD FEB 2,000.00 11 O/S PRS JULY -10,000.00 12 O/S PRS AUG -10,000.00 13 PRS RECD JULY 10,000.00 13 O/S PRS SEPT -10,000.00 14 O/S PRS OCT -10,000.00 15 PRTL PRS RECD JUNE 6,000.00 15 PRTL PRS RECD AUG 5,000.00 15 PRTL PRS RECD SEPT 7,000.00 15 PRTL PRS RECD MAY 6,000.00 15 O/S PRS NOV -3,000.00 16 PRS RECD AUG 5,000.00 16 PRS RECD SEPT 3,000.00 16 O/S PRS DEC -8,000.00 17 O/S PRS JAN -8,000.00 18 O/S PRS FEB -5,000.00 19 PRS RECD JUNE 09 4,000.00 19 PRS RECD NOV 09 3,000.00 19 PRS RECD DEC 09 8,000.00 19 O/S PRS MARCH -10,000.00 20 O/S PRS APRIL 10 -1,000.00 21 PRS RECD OCT 10,000.00 21 PRS RECD JAN 8,000.00 21 PRS RECD FEB 5,000.00 21 22,000.00 -15,000.00 TOTAL DEDUCTIONS 22,000.00 -49,620.00 PROGRAM CAS145 PAGE 1 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 02:19 PM ESTIMATE NO. 21 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 05/20/10 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/24/10 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 0.750 9,375.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 2,250,000.00 21.000 52,500.00 381.000 952,500.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 29,100.00 743.326 22,299.78 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 0.014 700.00 0.618 30,900.00 08 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.009 45.00 0.669 3,345.00 S) PREVENTION PLAN 09 TEMPORARY HYDRAULIC MULCH M2 0.3000 12,000.00 37,270.320 11,181.10 S) 10 TEMPORARY FIBER ROLL M 8.0000 74,000.00 4,466.580 35,732.64 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 105,000.00 30.000 75,000.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 73,500.00 13.000 45,500.00 13 TEMPORARY CHECK DAM M 10.0000 2,700.00 21.000 210.00 347.000 3,470.00 14 MOVE-IN/MOVE-OUT EA 500.0000 1,500.00 4.000 2,000.00 S) (TEMPORARY EROSION CONTROL) 15 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 43,200.00 29.000 5,220.00 90.000 16,200.00 16 STREET SWEEPING LS 150,000.0000 150,000.00 0.400 60,000.00 17 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.009 450.00 0.569 28,450.00 S) 18 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.023 6,900.00 0.423 126,900.00 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 8,263.200 4,131.60 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 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 02:19 PM ESTIMATE NO. 21 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 05/20/10 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 20,500.00 210.000 10,500.00 S) 24 TEMPORARY PAVEMENT MARKER EA 4.0000 4,960.00 1,460.000 5,840.00 S) 25 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,500.0000 102,000.00 0.252 2,142.00 5.772 49,062.00 S) 26 TEMPORARY RAILING (TYPE K) M 25.0000 865,000.00 2,982.000 74,550.00 18,044.900 451,122.50 27 TEMPORARY CRASH CUSHION MODULE EA 200.0000 64,000.00 200.000 40,000.00 S) 28 TEMPORARY CRASH CUSHION (ABSORB 350) EA 3,500.0000 98,000.00 26.000 91,000.00 S) 29 ABANDON CULVERT EA 500.0000 31,500.00 10.000 5,000.00 30 ABANDON PIPELINE M 25.0000 6,750.00 192.000 4,800.00 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 18,693.689 18,693.69 62,921.579 62,921.58 S) 34 REMOVE PAVEMENT MARKING M2 10.0000 2,300.00 32.376 323.76 254.156 2,541.56 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 7.000 35,000.00 37 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 10,000.00 4.000 10,000.00 38 REMOVE PIPELINE M 130.0000 67,600.00 265.026 34,453.38 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 1.000 1,500.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 112,000.00 250.000 1,750.00 4,755.400 33,287.80 S) 45 REMOVE CONCRETE (RETAINING WALL) M 33.0000 30,690.00 764.500 25,228.50 46 REMOVE CONCRETE (SOUNDWALL) M 25.0000 15,250.00 671.300 16,782.50 47 REMOVE CONCRETE (CHANNEL) M 120.0000 32,400.00 264.500 31,740.00 48 REMOVE CONCRETE BARRIER M 40.0000 265,200.00 2,878.000 115,120.00 3,717.700 148,708.00 49 PREPARE CONCRETE BRIDGE DECK SURFACE M2 18.0000 17,010.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 02:19 PM ESTIMATE NO. 21 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 05/20/10 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,150.00 218.200 32,730.00 SIDEWALK) 52 CAP INLET EA 1,000.0000 12,000.00 2.000 2,000.00 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 2.000 10,000.00 2.000 10,000.00 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 0.500 165,000.00 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 1.000 200,000.00 59 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.024 240.00 0.624 6,240.00 60 ROADWAY EXCAVATION M3 31.0000 5,239,000.00 2,288.000 70,928.00 110,208.600 3,416,466.60 61 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 138,800.00 1,109.000 88,720.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 75.0000 1,463,700.00 19,516.000 1,463,700.00 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 22,275.00 495.000 22,275.00 F) 65 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 60,800.00 398.000 31,840.00 F) 66 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 740,400.00 24,680.000 740,400.00 F) 67 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 250.0000 10,000.00 40.000 10,000.00 F) 68 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 200.0000 16,000.00 80.000 16,000.00 F) 69 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 50,840.00 1,271.000 50,840.00 F) WALL) 70 SAND BACKFILL M3 250.0000 145,000.00 37.700 9,425.00 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 21,600.00 340.400 15,318.00 470.450 21,170.25 74 SOIL NAIL ASSEMBLY M 180.0000 205,200.00 1,084.500 195,210.00 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 16,945.000 20,334.00 S) PROGRAM CAS145 PAGE 4 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 02:19 PM ESTIMATE NO. 21 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 05/20/10 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,536.300 28,351.88 S) 78 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 250.0000 750.00 1.000 250.00 S) 79 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.322 61,180.00 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 33,600.00 152.500 32,025.00 S) (6.35 MM THICK) 84 EXTEND 250 MM CONDUIT M 210.0000 10,080.00 1.350 283.50 S) 85 BOOSTER PUMP EA 25,000.0000 25,000.00 0.900 22,500.00 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 22,729.640 909,185.60 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 5,896,000.00 234.350 25,778.50 25,751.600 2,832,676.00 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 1,257.960 5,031.84 95 PLACE HOT MIX ASPHALT M2 12.0000 28,680.00 152.180 1,826.16 (MISCELLANEOUS AREA) 96 TACK COAT TONN 1,500.0000 43,500.00 23.866 35,799.00 97 CONCRETE PAVEMENT M3 230.0000 6,164,000.00 10,471.155 2,408,365.65 98 SEAL PAVEMENT JOINT M 4.0000 186,400.00 8,536.275 34,145.10 99 SEAL LONGITUDINAL ISOLATION JOINT M 6.0000 40,920.00 2,790.448 16,742.69 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 4,864.700 24,323.50 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 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 02:19 PM ESTIMATE NO. 21 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 05/20/10 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.280 46,200.00 0.390 64,350.00 S) 11 TIEDOWN ANCHOR EA 8,100.0000 64,800.00 6.400 51,840.00 S) 12 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 137,200.00 252.000 88,200.00 F) 13 STRUCTURAL CONCRETE, DECK OVERLAY M3 500.0000 77,500.00 0.000 0.00 F) 14 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 1,858,500.00 259.520 194,640.00 1,325.220 993,915.00 F) 15 STRUCTURAL CONCRETE, RETAINING WALL M3 460.0000 3,460,120.00 7,505.250 3,452,415.00 F) 16 STRUCTURAL CONCRETE, BARRIER SLAB M3 600.0000 150,000.00 250.000 150,000.00 F) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 81,900.00 124.280 86,996.00 F) (TYPE N) 18 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 2,000.0000 46,000.00 11.750 23,500.00 19 CLASS 4 CONCRETE (BACKFILL) M3 220.0000 48,400.00 239.100 52,602.00 20 CLASS 1 CONCRETE (RETAINING WALL) M3 500.0000 1,140,000.00 2,259.000 1,129,500.00 F) 21 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 488,000.00 120.820 241,640.00 F) 22 HEAVY BLAST TEXTURE M2 10.0000 35,310.00 3,531.000 35,310.00 F) 23 SWIRLED PLASTER TEXTURE M2 30.0000 114,720.00 3,824.000 114,720.00 F) 24 ARCHITECTURAL SURFACE (BARRIER) M2 30.0000 8,850.00 163.000 4,890.00 F) 25 TILE TEXTURE M2 50.0000 43,650.00 815.500 40,775.00 F) 26 DRILL AND BOND DOWEL M 75.0000 26,475.00 9.700 727.50 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 1.060 5,035.00 30 PLACE POLYESTER CONCRETE OVERLAY M2 55.0000 13,750.00 30.700 1,688.50 F) PROGRAM CAS145 PAGE 6 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 02:19 PM ESTIMATE NO. 21 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 05/20/10 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 13,000.00 32 JOINT SEAL (TYPE AL) M 110.0000 4,400.00 36.670 4,033.70 S) 33 JOINT SEAL (MR 40 MM) M 225.0000 25,650.00 47.010 10,577.25 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 31,129.000 71,596.70 282,183.000 649,020.90 SF) 36 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3000 1,421,995.70 618,259.000 1,421,995.70 SF) 37 HEADED BAR REINFORCEMENT EA 15.0000 9,525.00 635.000 9,525.00 SF) 38 SHOTCRETE M3 750.0000 84,750.00 100.750 75,562.50 F) 39 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 13.0000 39,273.00 854.000 11,102.00 WITH WALKWAY) 40 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 7,678.00 854.000 1,708.00 S) WITH WALKWAY) 41 FURNISH SIGN STRUCTURE (TUBULAR) KG 12.0000 1,233,300.00 4,050.600 48,607.20 42 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.6000 164,440.00 4,050.600 6,480.96 S) 43 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 133,056.00 1,348.500 16,182.00 44 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.5000 16,632.00 1,348.500 2,022.75 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 20.000 58,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 51 1524 MM CAST-IN-DRILLED-HOLE M 1,400.0000 196,000.00 83.350 116,690.00 S) CONCRETE PILE (SIGN FOUNDATION) 52 ROADSIDE SIGN-ONE POST EA 125.0000 750.00 1.000 125.00 (WEED CONTROL MAT RUBBER) 53 ROADSIDE SIGN - ONE POST EA 485.0000 14,065.00 11.000 5,335.00 54 ROADSIDE SIGN - TWO POST EA 1,200.0000 12,000.00 3.000 3,600.00 55 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 750.00 1.000 125.00 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 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 02:19 PM ESTIMATE NO. 21 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 05/20/10 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 71.940 10,791.00 60 450 MM ALTERNATIVE PIPE CULVERT M 145.0000 304,500.00 1,080.720 156,704.40 61 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 355,000.00 484.540 121,135.00 62 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 183,000.00 16.330 4,899.00 63 1650 MM ALTERNATIVE PIPE CULVERT M 2,560.0000 64,000.00 24.160 61,849.60 64 100 MM PLASTIC PIPE UNDERDRAIN M 60.0000 97,800.00 1,264.060 75,843.60 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 920,000.00 391.243 899,858.90 (6.25 MM THICK) WELDED STEEL PIPE 67 400 MM BUTTERFLY VALVE ASSEMBLY EA 7,400.0000 59,200.00 2.000 14,800.00 5.000 37,000.00 68 150 MM BLOW-OFF VALVE ASSEMBLY EA 6,000.0000 18,000.00 2.000 12,000.00 69 100 MM AIR RELEASE AND VACUUM VALVE EA 5,500.0000 33,000.00 1.800 9,900.00 4.800 26,400.00 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 0.750 2,445.00 7.350 23,961.00 72 ACCESS MANHOLE EA 12,000.0000 24,000.00 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 36.362 83,632.60 41.402 95,224.60 (6.25 MM THICK) WELDED STEEL PIPE 75 900 MM CEMENT MORTAR LINED AND COATED M 3,640.0000 160,160.00 5.710 20,784.40 5.710 20,784.40 (6.25 MM THICK) WELDED STEEL PIPE 76 400 MM CEMENT MORTAR LINED M 1,200.0000 312,000.00 169.720 203,664.00 (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 21.040 67,328.00 21.040 67,328.00 78 400 MM FLEXIBLE EXPANSION JOINT EA 12,000.0000 72,000.00 4.000 48,000.00 4.000 48,000.00 79 900 MM BUTTERFLY VALVE ASSEMBLY EA 26,000.0000 26,000.00 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 96.010 14,401.50 96.010 14,401.50 (FOR FIBER OPTIC) 83 450 MM ALTERNATIVE PIPE RISER M 1,000.0000 29,000.00 24.250 24,250.00 PROGRAM CAS145 PAGE 8 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 02:19 PM ESTIMATE NO. 21 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 05/20/10 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.300 27,295.00 85 TELEVISE EXISTING SEWER PIPE LS 25,000.0000 25,000.00 1.000 25,000.00 S) 86 CONCRETE (DITCH LINING) M3 450.0000 41,400.00 45.560 20,502.00 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 39.390 2,954.25 90 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 279,000.00 658.000 65,800.00 1,995.000 199,500.00 91 MINOR CONCRETE (CURB, SIDEWALK AND M3 515.0000 103,000.00 97.209 50,062.64 CURB RAMP) 92 MISCELLANEOUS IRON AND STEEL KG 5.0000 142,340.00 735.000 3,675.00 6,910.000 34,550.00 SF) 93 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 450.00 45.000 450.00 SF) 94 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 28,400.00 1,420.000 28,400.00 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 6.000 78.00 98 METAL BEAM GUARD RAILING M 100.0000 22,000.00 22.800 2,280.00 114.000 11,400.00 S) 99 CHAIN LINK RAILING (TYPE 7) M 230.0000 62,330.00 52.000 11,960.00 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 51,600.00 201.260 60,378.00 F) 06 CABLE RAILING M 33.0000 15,675.00 475.000 15,675.00 SF) 07 TRANSITION RAILING (TYPE WB) EA 3,400.0000 13,600.00 3.000 10,200.00 S) 08 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 6,120.00 1.000 680.00 7.000 4,760.00 S) 09 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 3,200.00 1.000 3,200.00 S) 10 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,640.0000 31,680.00 2.000 5,280.00 10.000 26,400.00 S) PROGRAM CAS145 PAGE 9 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 02:19 PM ESTIMATE NO. 21 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 05/20/10 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 48.130 28,878.00 13 CONCRETE BARRIER (TYPE 60D) M 300.0000 26,400.00 171.390 51,417.00 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 572,500.00 146.900 36,725.00 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 9.977 6,983.90 22 CONCRETE BARRIER (TYPE 60S MODIFIED) M 270.0000 418,500.00 1,511.683 408,154.41 23 CONCRETE BARRIER (TYPE 60G MODIFIED) M 600.0000 21,600.00 35.673 21,403.80 24 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 104,100.00 296.800 89,040.00 F) 25 CONCRETE BARRIER (TYPE 736B MODIFIED) M 350.0000 45,500.00 121.100 42,385.00 26 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 15,300.00 5.480 164.40 99.820 2,994.60 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 11,080.00 341.986 683.97 S) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 4,068.00 260.604 234.54 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 55.474 49.93 S) (BROKEN 3.66 M - 0.92 M) 32 PAINT TRAFFIC STRIPE (2-COAT) M 0.2800 66,640.00 37,952.172 10,626.61 139,192.907 38,974.01 S) 33 PAINT PAVEMENT MARKING (2-COAT) M2 18.0000 4,500.00 35.220 633.96 354.680 6,384.24 S) 34 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9500 35,435.00 6,481.000 6,156.95 19,755.000 18,767.25 S) 35 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 37,600.00 2,700.000 5,400.00 9,460.000 18,920.00 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 0.172 11,180.00 S) PROGRAM CAS145 PAGE 10 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 02:19 PM ESTIMATE NO. 21 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 05/20/10 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.208 22,880.00 S) 40 SIGNAL AND LIGHTING (LOCATION 4) LS 110,000.0000 110,000.00 0.198 21,780.00 S) 41 SIGNAL AND LIGHTING (LOCATION 5) LS 110,000.0000 110,000.00 0.602 66,220.00 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 1.000 430,000.00 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 0.014 9,800.00 0.761 532,700.00 S) 46 CHANGEABLE MESSAGE SIGN SYSTEM LS 50,000.0000 50,000.00 0.301 15,050.00 S) 47 GUIDE WIRE SYSTEM LS 740,000.0000 740,000.00 0.047 34,780.00 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 0.183 18,300.00 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 0.033 2,145.00 S) 53 FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.025 20,000.00 0.585 468,000.00 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 0.165 9,900.00 S) 57 RAMP METERING SYSTEM (LOCATION 3) LS 70,000.0000 70,000.00 0.379 26,530.00 S) 58 RAMP METERING SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.040 2,000.00 0.871 43,550.00 S) 59 RAMP METERING SYSTEM (LOCATION 5) LS 60,000.0000 60,000.00 0.238 14,280.00 0.694 41,640.00 S) 60 TEMPORARY RAMP METERING SYSTEM LS 70,000.0000 70,000.00 0.917 64,190.00 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 1.000 95,000.00 S) (LOCATION 3) 63 TEMPORARY RAMP METERING SYSTEM LS 65,000.0000 65,000.00 1.000 65,000.00 S) (LOCATION 4) 64 TEMPORARY RAMP METERING SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 S) (LOCATION 5) PROGRAM CAS145 PAGE 11 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 02:19 PM ESTIMATE NO. 21 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 05/20/10 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.079 5,530.00 S) 67 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 68 MINOR CONCRETE (SOUND WALL) M3 500.0000 154,000.00 308.000 154,000.00 F) 69 SOUND WALL (MASONRY BLOCK) M2 120.0000 213,600.00 1,780.000 213,600.00 F) 70 CONCRETE BARRIER (TYPE 736A MODIFY) M 300.0000 48,000.00 160.000 48,000.00 PROGRAM CAS145 PAGE 12 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 02:19 PM ESTIMATE NO. 21 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 05/20/10 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,121,374.07 31,531,807.45 ADJUSTMENT OF COMPENSATION 0.00 94,343.17 EXTRA WORK 27,405.32 1,135,614.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,148,779.39 32,761,764.71 71 MOBILIZATION LS 6008,008.3000 6,008,008.30 1.000 6,008,008.30 ORIGINAL CONTRACT AMOUNT 60,545,000.00 TOTAL WORK COMPLETED 1,148,779.39 38,769,773.01 MATERIALS ON HAND ON SITE 568,336.08 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 22,000.00 -49,620.00 TOTAL 1,170,779.39 39,288,489.09 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 09/04/12 381 25 54 0 61% 40% PROGRESS IS SATISFACTORY MCMILLAN, STEVE RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 05/24/10