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 05/22/08 EST. NO.07 TIME 11:06 AM 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 --------------------------------------------------------------------------- 001 0008 392.73 E.W. @ F.A.(+) 031008 N 011 0 0009 79.51 031208 N 012 0 0010 67.94 032008 N 013 0 0011 70.21 032108 N 014 0 0012 73.36 032408 N 015 0 0013 72.48 032508 N 016 0 0014 72.48 032608 N 017 0 0015 72.48 032708 N 018 0 0016 72.48 032808 N 019 0 0017 72.48 033108 N 020 0 0018 73.58 040108 N 021 0 0019 73.58 040308 N 022 0 0020 82.54 040408 N 023 0 0021 73.58 040708 N 024 0 0022 73.58 040808 N 025 0 0023 73.58 040908 N 027 0 0024 73.58 041008 N 028 0 0025 73.58 041108 N 029 0 0026 73.58 041408 N 030 0 0027 73.58 041508 N 031 0 0028 73.58 041608 N 032 0 0029 73.20 041708 N 033 0 0030 73.58 041808 N 034 0 0032 73.58 042108 N 036 0 007 0002 578.74 E.W. @ F.A.(+) 031308 N 010 0 2,663.59 TOTAL THIS ESTIMATE 23,875.03 TOTAL PREVIOUS ESTIMATE 26,538.62 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 05/22/08 EST. NO.07 TIME 11:06 AM R.E. NAME: LEW, MIKE 05-485614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485614 TIME 11:06 AM ESTIMATE NO. 07 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 05/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 05/22/08 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 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 200.0000 52,000.00 22.000 4,400.00 107.000 21,400.00 03 ASBESTOS HEALTH AND SAFETY PLAN LS 5,500.0000 5,500.00 0.750 4,125.00 04 TEMPORARY FENCE (TYPE ESA) M 22.0000 6,820.00 104.800 2,305.60 274.330 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 0.412 3,090.00 07 TEMPORARY FIBER ROLL M 25.0000 4,250.00 60.250 1,506.25 180.730 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 0.412 1,524.40 13 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.031 465.00 0.782 11,730.00 S) 14 TRAFFIC CONTROL SYSTEM LS 165,000.0000 165,000.00 0.085 14,025.00 0.412 67,980.00 S) 15 TYPE III BARRICADE EA 80.0000 320.00 2.000 160.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 9,120.00 131.000 4,978.00 S) 17 TEMPORARY PAVEMENT MARKER EA 7.0000 840.00 48.000 336.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,500.0000 7,500.00 0.085 637.50 0.412 3,090.00 S) 19 TEMPORARY RAILING (TYPE K) M 64.0000 82,560.00 1,410.920 90,298.88 20 TEMPORARY CRASH CUSHION MODULE EA 200.0000 17,800.00 75.000 15,000.00 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 05/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485614 TIME 11:06 AM ESTIMATE NO. 07 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 05/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 05/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) (WOOD POST) 24 REMOVE TRAFFIC STRIPE M 2.2000 4,642.00 1,412.000 3,106.40 S) 25 REMOVE PAVEMENT MARKER EA 1.2000 1,212.00 280.000 336.00 S) 26 REMOVE ASPHALT CONCRETE DIKE M 13.0000 3,250.00 0.000 0.00 27 REMOVE DRAINAGE FACILITY LS 950.0000 950.00 0.667 633.65 28 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 2,805.00 0.000 0.00 29 RELOCATE ROADSIDE SIGN EA 400.0000 3,200.00 0.000 0.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.2500 50,175.00 0.000 0.00 S) 31 REMOVE CONCRETE M3 280.0000 3,360.00 0.000 0.00 32 CLEAN BRIDGE DECK M2 9.0000 5,049.00 0.000 0.00 33 BRIDGE REMOVAL (PORTION) LS 35,000.0000 35,000.00 0.500 17,500.00 34 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.800 32,000.00 35 ROADWAY EXCAVATION M3 26.0000 275,860.00 417.643 10,858.72 36 STRUCTURE EXCAVATION (BRIDGE) M3 82.0000 21,566.00 263.000 21,566.00 F) 37 STRUCTURE EXCAVATION (RETAINING WALL) M3 72.0000 59,400.00 379.000 27,288.00 825.000 59,400.00 F) 38 STRUCTURE BACKFILL (BRIDGE) M3 200.0000 25,800.00 86.770 17,354.00 F) 39 STRUCTURE BACKFILL (RETAINING WALL) M3 120.0000 61,200.00 0.000 0.00 F) 40 HIGHWAY PLANTING LS 18,500.0000 18,500.00 0.000 0.00 S) 41 STRAW (EROSION CONTROL) TONN 1,400.0000 2,800.00 0.000 0.00 S) 42 FIBER (EROSION CONTROL) KG 1.0000 3,520.00 0.000 0.00 S) 43 COMPOST (EROSION CONTROL) M3 350.0000 4,900.00 0.000 0.00 S) 44 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 340.0000 1,020.00 0.000 0.00 S) 45 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 9,360.00 0.000 0.00 S) 46 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,060.00 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485614 TIME 11:06 AM ESTIMATE NO. 07 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 05/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 05/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 AREA) 54 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 15.0000 3,750.00 0.000 0.00 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 67.760 135,520.00 107.510 215,020.00 F) 59 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 232,480.00 60.171 48,136.80 206.139 164,911.20 F) 60 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,700.0000 64,600.00 0.000 0.00 F) (TYPE N) 61 STRUCTURAL CONCRETE, APPROACH SLAB M3 3,000.0000 240,000.00 0.000 0.00 (TYPE R) 62 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 11,100.00 1.930 5,790.00 F) 63 PAVING NOTCH EXTENSION M3 2,000.0000 10,000.00 0.000 0.00 64 DRILL AND BOND DOWEL M 270.0000 18,630.00 7.200 1,944.00 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 26,825.000 85,840.00 45,192.000 144,614.40 SF) 67 BAR REINFORCING STEEL (RETAINING WALL) KG 3.2500 55,666.00 7,993.000 25,977.25 17,127.900 55,665.68 SF) 68 TREAT BRIDGE DECK M2 7.0000 3,927.00 0.000 0.00 SF) 69 FURNISH BRIDGE DECK TREATMENT MATERIAL L 24.0000 6,120.00 0.000 0.00 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 0.000 0.00 73 200 MM CORRUGATED STEEL PIPE M 280.0000 1,120.00 0.000 0.00 (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 0.000 0.00 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 05/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485614 TIME 11:06 AM ESTIMATE NO. 07 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 05/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 05/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.040 5,407.20 (BACKING NO. 1, METHOD A) 78 ROCK SLOPE PROTECTION FABRIC M2 13.0000 1,638.00 56.480 734.24 79 MINOR CONCRETE (MISCELLANEOUS M3 1,100.0000 15,400.00 0.000 0.00 CONSTRUCTION) 80 MISCELLANEOUS IRON AND STEEL KG 5.0000 2,420.00 80.000 400.00 376.000 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 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 2.000 190.00 85 METAL BEAM GUARD RAILING (STEEL POST) M 117.0000 42,120.00 0.000 0.00 S) 86 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 155.0000 148,800.00 358.760 55,607.80 873.940 135,460.70 S) 87 CABLE RAILING M 54.0000 8,100.00 0.000 0.00 S) 88 TRANSITION RAILING (TYPE WB) EA 4,100.0000 4,100.00 0.000 0.00 S) 89 TRANSITION RAILING (TYPE DTB) EA 4,400.0000 13,200.00 1.000 4,400.00 2.000 8,800.00 S) 90 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 5,200.00 0.000 0.00 S) 91 CONCRETE BARRIER (TYPE 732 MODIFIED) M 700.0000 72,800.00 0.000 0.00 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 5,292.00 574.000 688.80 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 05/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485614 TIME 11:06 AM ESTIMATE NO. 07 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 05/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 05/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) (LOCATION 1) 08 CLOSED CIRCUIT TELEVISION SYSTEM LS 43,000.0000 43,000.00 0.000 0.00 S) (LOCATION 2) 09 CLOSED CIRCUIT TELEVISION SYSTEM LS 44,200.0000 44,200.00 0.000 0.00 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 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 05/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-485614 TIME 11:06 AM ESTIMATE NO. 07 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 05/20/08 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 05/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 408,141.20 1,443,819.59 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,663.59 26,538.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 410,804.79 1,470,358.21 12 MOBILIZATION LS 116,000.0000 116,000.00 0.950 110,200.00 ORIGINAL CONTRACT AMOUNT 5,046,221.00 TOTAL WORK COMPLETED 410,804.79 1,580,558.21 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 410,804.79 1,580,558.21 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 07/02/09 107 41 0 0 31% 41% PROGRESS IS SATISFACTORY LEW, MIKE RESIDENT ENGINEER PROGRAM CAS145 PAGE 14 DATE 05/22/08