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 11/21/08 EST. NO.13 TIME 01:54 PM R.E. NAME: LEW, MIKE 05-485614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0010 1,122.44 E.W. @ F.A.(+) 070808 N 080 0 1,122.44 TOTAL THIS ESTIMATE 165,756.85 TOTAL PREVIOUS ESTIMATE 166,879.29 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 11/21/08 EST. NO.13 TIME 01:54 PM R.E. NAME: LEW, MIKE 05-485614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRLS -10,000.00 12 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485614 TIME 01:54 PM ESTIMATE NO. 13 BID OPENING 08/21/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 11/21/08 LOCATION PROGRESS ESTIMATE 05-SLO-101-19.6/22.0 ----------------- R BURKE CORPORATION IN SAN LUIS OBISPO COUNTY IN AND P O BOX 957 NEAR PISMO BEACH FROM 0.2 KM SOUTH SAN LUIS OBISPO CA 934060957 OF SHELL BEACH UNDERCROSSING TO 0.3 KM SOUTH OF NORTH AVILA ROAD UNDERCROSSING FED. AID NO. N O N E CONSTRUCT CLIMBING LANE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 200.0000 52,000.00 22.000 4,400.00 234.000 46,800.00 03 ASBESTOS HEALTH AND SAFETY PLAN LS 5,500.0000 5,500.00 0.250 1,375.00 1.000 5,500.00 04 TEMPORARY FENCE (TYPE ESA) M 22.0000 6,820.00 274.330 6,035.26 05 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 7,500.0000 7,500.00 0.085 637.50 0.900 6,750.00 07 TEMPORARY FIBER ROLL M 25.0000 4,250.00 180.730 4,518.25 08 TEMPORARY SILT FENCE M 25.0000 4,000.00 95.750 2,393.75 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,600.0000 2,600.00 1.000 2,600.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,100.0000 4,200.00 2.000 4,200.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 230.0000 2,760.00 0.000 0.00 12 STREET SWEEPING LS 3,700.0000 3,700.00 0.085 314.50 0.900 3,330.00 13 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.017 255.00 0.880 13,200.00 S) 14 TRAFFIC CONTROL SYSTEM LS 165,000.0000 165,000.00 0.085 14,025.00 0.900 148,500.00 S) 15 TYPE III BARRICADE EA 80.0000 320.00 2.000 160.00 4.000 320.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 9,120.00 212.000 8,056.00 S) 17 TEMPORARY PAVEMENT MARKER EA 7.0000 840.00 64.000 448.00 174.000 1,218.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,500.0000 7,500.00 0.085 637.50 0.900 6,750.00 S) 19 TEMPORARY RAILING (TYPE K) M 64.0000 82,560.00 78.700 5,036.80 1,489.620 95,335.68 20 TEMPORARY CRASH CUSHION MODULE EA 200.0000 17,800.00 14.000 2,800.00 89.000 17,800.00 S) 21 REMOVE SINGLE THRIE BEAM BARRIER M 22.0000 8,580.00 403.860 8,884.92 S) (WOOD POST) 22 REMOVE DOUBLE THRIE BEAM BARRIER M 24.0000 18,240.00 771.400 18,513.60 S) (WOOD POST) PROGRAM CAS145 PAGE 2 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485614 TIME 01:54 PM ESTIMATE NO. 13 BID OPENING 08/21/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING M 52.0000 1,040.00 19.810 1,030.12 S) (WOOD POST) 24 REMOVE TRAFFIC STRIPE M 2.2000 4,642.00 143.700 316.14 1,555.700 3,422.54 S) 25 REMOVE PAVEMENT MARKER EA 1.2000 1,212.00 3.000 3.60 283.000 339.60 S) 26 REMOVE ASPHALT CONCRETE DIKE M 13.0000 3,250.00 247.460 3,216.98 27 REMOVE DRAINAGE FACILITY LS 950.0000 950.00 1.000 950.00 28 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 2,805.00 523.150 2,615.75 29 RELOCATE ROADSIDE SIGN EA 400.0000 3,200.00 4.500 1,800.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.2500 50,175.00 21,822.140 49,099.82 S) 31 REMOVE CONCRETE M3 280.0000 3,360.00 9.092 2,545.76 32 CLEAN BRIDGE DECK M2 9.0000 5,049.00 540.000 4,860.00 540.000 4,860.00 33 BRIDGE REMOVAL (PORTION) LS 35,000.0000 35,000.00 1.000 35,000.00 34 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.800 32,000.00 35 ROADWAY EXCAVATION M3 26.0000 275,860.00 329.296 8,561.70 11,546.866 300,218.52 36 STRUCTURE EXCAVATION (BRIDGE) M3 82.0000 21,566.00 263.000 21,566.00 F) 37 STRUCTURE EXCAVATION (RETAINING WALL) M3 72.0000 59,400.00 825.000 59,400.00 F) 38 STRUCTURE BACKFILL (BRIDGE) M3 200.0000 25,800.00 129.000 25,800.00 F) 39 STRUCTURE BACKFILL (RETAINING WALL) M3 120.0000 61,200.00 510.000 61,200.00 F) 40 HIGHWAY PLANTING LS 18,500.0000 18,500.00 0.178 3,293.00 S) 41 STRAW (EROSION CONTROL) TONN 1,400.0000 2,800.00 0.489 684.60 0.489 684.60 S) 42 FIBER (EROSION CONTROL) KG 1.0000 3,520.00 1,156.661 1,156.66 1,156.661 1,156.66 S) 43 COMPOST (EROSION CONTROL) M3 350.0000 4,900.00 3.570 1,249.50 3.570 1,249.50 S) 44 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 340.0000 1,020.00 1.000 340.00 1.000 340.00 S) 45 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 9,360.00 24.889 3,235.57 24.889 3,235.57 S) 46 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,060.00 91.172 364.69 91.172 364.69 S) 47 PLANT ESTABLISHMENT WORK LS 5,100.0000 5,100.00 0.000 0.00 S) 48 IRRIGATION SYSTEM LS 4,000.0000 4,000.00 0.000 0.00 S) 49 CLASS 2 AGGREGATE BASE M3 74.0000 595,700.00 170.211 12,595.61 7,657.369 566,645.31 PROGRAM CAS145 PAGE 3 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485614 TIME 01:54 PM ESTIMATE NO. 13 BID OPENING 08/21/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 AGGREGATE BASE (APPROACH SLAB) M3 1,000.0000 8,000.00 0.000 0.00 51 ASPHALT CONCRETE (TYPE A) TONN 104.0000 861,120.00 3,710.775 385,920.60 7,636.718 794,218.67 52 ASPHALT CONCRETE (OPEN GRADED) TONN 125.0000 260,000.00 0.000 0.00 53 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 14,400.00 15.000 150.00 1,323.414 13,234.14 AREA) 54 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 15.0000 3,750.00 247.580 3,713.70 247.580 3,713.70 55 FURNISH STEEL PILING (HP 360 X 132) M 180.0000 122,940.00 686.883 123,638.94 56 DRIVE STEEL PILE (HP 360 X 132) EA 3,200.0000 108,800.00 34.000 108,800.00 S) 57 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,300.0000 24,700.00 19.000 24,700.00 F) 58 STRUCTURAL CONCRETE, BRIDGE M3 2,000.0000 362,000.00 4.660 9,320.00 171.950 343,900.00 F) 59 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 232,480.00 290.600 232,480.00 F) 60 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,700.0000 64,600.00 2.817 4,788.90 29.007 49,311.90 F) (TYPE N) 61 STRUCTURAL CONCRETE, APPROACH SLAB M3 3,000.0000 240,000.00 46.073 138,219.00 66.080 198,240.00 (TYPE R) 62 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 11,100.00 1.535 4,605.00 3.465 10,395.00 F) 63 PAVING NOTCH EXTENSION M3 2,000.0000 10,000.00 4.304 8,608.00 64 DRILL AND BOND DOWEL M 270.0000 18,630.00 50.700 13,689.00 65 JOINT SEAL (MR 20 MM)(SILICONE) M 300.0000 4,200.00 0.000 0.00 S) 66 BAR REINFORCING STEEL (BRIDGE) KG 3.2000 152,224.00 50,655.000 162,096.00 SF) 67 BAR REINFORCING STEEL (RETAINING WALL) KG 3.2500 55,666.00 17,127.900 55,665.68 SF) 68 TREAT BRIDGE DECK M2 7.0000 3,927.00 561.000 3,927.00 561.000 3,927.00 SF) 69 FURNISH BRIDGE DECK TREATMENT MATERIAL L 24.0000 6,120.00 252.000 6,048.00 252.000 6,048.00 S) (LOW ODOR) 70 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 480.00 0.000 0.00 (2.0 MM-UNFRAMED) 71 ROADSIDE SIGN - ONE POST EA 360.0000 720.00 0.000 0.00 72 ROADSIDE SIGN - TWO POST EA 1,100.0000 1,100.00 1.000 1,100.00 1.000 1,100.00 73 200 MM CORRUGATED STEEL PIPE M 280.0000 1,120.00 8.065 2,258.20 8.065 2,258.20 (1.63 MM THICK) 74 600 MM CORRUGATED STEEL PIPE M 420.0000 5,460.00 13.100 5,502.00 (2.01 MM THICK) 75 200 MM ENTRANCE TAPER EA 470.0000 470.00 1.000 470.00 1.000 470.00 76 900 MM CORRUGATED STEEL PIPE INLET M 750.0000 1,125.00 1.500 1,125.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 4 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485614 TIME 01:54 PM ESTIMATE NO. 13 BID OPENING 08/21/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROCK SLOPE PROTECTION M3 180.0000 7,740.00 37.725 6,790.50 (BACKING NO. 1, METHOD A) 78 ROCK SLOPE PROTECTION FABRIC M2 13.0000 1,638.00 83.460 1,084.98 79 MINOR CONCRETE (MISCELLANEOUS M3 1,100.0000 15,400.00 21.590 23,749.00 CONSTRUCTION) 80 MISCELLANEOUS IRON AND STEEL KG 5.0000 2,420.00 376.000 1,880.00 SF) 81 SURVEY MONUMENT (TYPE A) EA 900.0000 5,400.00 0.000 0.00 82 DELINEATOR (CLASS 1) EA 35.0000 1,120.00 14.000 490.00 83 OBJECT MARKER (TYPE K) EA 30.0000 30.00 0.000 0.00 84 OBJECT MARKER (TYPE P) EA 95.0000 380.00 2.000 190.00 85 METAL BEAM GUARD RAILING (STEEL POST) M 117.0000 42,120.00 72.200 8,447.40 355.380 41,579.46 S) 86 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 155.0000 148,800.00 873.940 135,460.70 S) 87 CABLE RAILING M 54.0000 8,100.00 144.340 7,794.36 144.340 7,794.36 S) 88 TRANSITION RAILING (TYPE WB) EA 4,100.0000 4,100.00 1.000 4,100.00 1.000 4,100.00 S) 89 TRANSITION RAILING (TYPE DTB) EA 4,400.0000 13,200.00 2.000 8,800.00 S) 90 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 5,200.00 1.000 2,600.00 2.000 5,200.00 S) 91 CONCRETE BARRIER (TYPE 732 MODIFIED) M 700.0000 72,800.00 52.000 36,400.00 104.000 72,800.00 F) 92 THERMOPLASTIC PAVEMENT MARKING M2 51.0000 2,448.00 0.000 0.00 S) 93 THERMOPLASTIC TRAFFIC STRIPE M 1.4000 6,804.00 720.300 1,008.42 S) (SPRAYABLE) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3000 1,449.00 0.000 0.00 S) 95 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 1,400.00 96.000 384.00 S) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 275.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 97 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 2,526.00 720.300 432.18 S) (BROKEN 10.98 M - 3.66 M) 98 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 243.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 99 PAINT TRAFFIC STRIPE M 1.2000 5,292.00 2,798.000 3,357.60 4,032.120 4,838.54 S) 00 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.3000 3,680.00 0.000 0.00 S) 01 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 2,565.00 60.000 270.00 S) 02 VEHICLE DETECTION STATION (LOCATION 1) LS 21,000.0000 21,000.00 0.000 0.00 S) 03 VEHICLE DETECTION STATION (LOCATION 2) LS 13,000.0000 13,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485614 TIME 01:54 PM ESTIMATE NO. 13 BID OPENING 08/21/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 VEHICLE DETECTION STATION (LOCATION 3) LS 16,300.0000 16,300.00 0.000 0.00 S) 05 VEHICLE DETECTION STATION (LOCATION 4) LS 25,200.0000 25,200.00 0.000 0.00 S) 06 VEHICLE DETECTION STATION (LOCATION 5) LS 17,000.0000 17,000.00 0.000 0.00 S) 07 CLOSED CIRCUIT TELEVISION SYSTEM LS 55,000.0000 55,000.00 0.250 13,750.00 S) (LOCATION 1) 08 CLOSED CIRCUIT TELEVISION SYSTEM LS 43,000.0000 43,000.00 0.250 10,750.00 S) (LOCATION 2) 09 CLOSED CIRCUIT TELEVISION SYSTEM LS 44,200.0000 44,200.00 0.250 11,050.00 S) (LOCATION 3) 10 WIRELESS DATA COMMUNICATION SYSTEM LS 29,500.0000 29,500.00 0.000 0.00 S) 11 MODIFY LIGHTING LS 70,000.0000 70,000.00 0.250 17,500.00 S) PROGRAM CAS145 PAGE 6 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485614 TIME 01:54 PM ESTIMATE NO. 13 BID OPENING 08/21/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 686,677.13 4,121,013.25 ADJUSTMENT OF COMPENSATION 0.00 87,433.86 EXTRA WORK 1,122.44 79,445.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 687,799.57 4,287,892.54 12 MOBILIZATION LS 116,000.0000 116,000.00 1.000 116,000.00 ORIGINAL CONTRACT AMOUNT 5,046,221.00 TOTAL WORK COMPLETED 687,799.57 4,403,892.54 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 687,799.57 4,393,892.54 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 09/28/07 385 11/13/07 11/14/07 07/02/09 234 41 0 0 85% 90% PROGRESS IS SATISFACTORY LEW, MIKE RESIDENT ENGINEER PROGRAM CAS145 PAGE 43 DATE 11/21/08