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 04/21/10 EST. NO.20 TIME 03:25 PM R.E. NAME: DANIEL MILLER 05-0A4604 --------------------------------------------------------------------------- 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 0094 2,297.75 E.W. @ F.A.(+) 010510 N 0181.0 0098 440.00 010810 N 0185.0 0099 513.65 010510 N 0186.0 0100 2,043.97 010410 N 757580 0101 1,412.50 010510 N 757590 0101-1 -1,412.50 010510 N 757590 DAO CORRECTING ENTRY 0102 740.84 012810 N 0189.0 0104 1,219.97 020410 N 0191.0 0105 1,408.39 020810 N 0193.0 005 0016 1,467.32 E.W. @ F.A.(+) 091109 N 3WO 0 0017 787.80 091009 N 4WO 0 0019 1,424.35 083109 N 6WO 0 0020 1,919.40 090309 N 7WO 0 0021 404.51 012909 N 1WO1 0 0023 2,456.65 080409 N 5WO1 0 0024 742.37 012909 N 1WO.10 0025 621.75 013009 N 2WO.10 0026 430.05 091009 N 0108.0 0028 555.93 092909 N 005A 0 0029 2,410.51 100509 N 11WO 0 0031 727.84 110708 N 12WO 0 0032 641.93 111308 N 13WO 0 0033 1,798.53 111908 N 14WO 0 0034 417.81 100509 N 11WO.2 0035 1,326.14 020210 N 08-160 009 0004 -33,387.11 A.C. @ U.P.(-) 032410 N CO9-30 010 0015 3,223.35 E.W. @ L.S.(+) 021610 N 3 CW 0 012 0001 15,386.70 E.W. @ L.S.(+) 041210 N 1 0 013 0008 434.33 E.W. @ F.A.(+) 021210 N 0195.0 0009 1,761.61 030510 N 0202.0 0010 752.44 030810 N 0203.0 0011 777.00 031010 N 0204.0 0013 2,715.41 031510 N 0207.0 0014 993.60 031510 N 0208.0 0015 7,664.93 031910 N 0210.0 0016 6,013.44 032210 N 0211.0 0017 7,798.44 032310 N 0212.0 0018 4,531.49 032410 N 0213.0 0019 333.49 032610 N 0214.0 0020 4,213.60 032910 N 0215.0 0021 2,138.16 033010 N 0216.0 0024 78.49 031910 N 770910 014 0024 605.00 E.W. @ F.A.(+) 032410 N 0219.0 52,831.83 TOTAL THIS ESTIMATE 16,911.25 TOTAL PREVIOUS ESTIMATE 69,743.08 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 04/21/10 EST. NO.20 TIME 03:25 PM R.E. NAME: DANIEL MILLER 05-0A4604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANTICIPATED CREDIT -56,629.72 16 RELEASE ADM DEDUCT 56,629.72 17 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 13 REL EST# 13 10,000.00 14 MISS PAYROLLS -10,000.00 16 REC'D PYRLS REL #16 10,000.00 18 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 042 -85.50 01 OVERBID ITEM NO. 042 -185.25 02 OVERBID ITEM NO. 042 -171.00 03 OVERBID ITEM NO. 042 -299.25 07 OVERBID ITEM NO. 042 -57.00 08 OVERBID ITEM NO. 042 -185.25 09 OVERBID ITEM NO. 042 -114.00 10 OVERBID ITEM NO. 042 -171.00 11 OVERBID ITEM NO. 042 -85.50 12 OVERBID ITEM NO. 042 -57.00 18 OVERBID ITEM NO. 042 -14.25 19 OVERBID ITEM NO. 044 -1,300.00 07 0.00 -2,725.00 TOTAL DEDUCTIONS 0.00 -2,725.00 PROGRAM CAS145 PAGE 1 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4604 TIME 03:25 PM ESTIMATE NO. 20 BID OPENING 05/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 04/21/10 LOCATION PROGRESS ESTIMATE 05-SLO-227-R10.9/R14.2 ----------------- CALPORTLAND CONSTRUCTION IN SAN LUIS OBISPO COUNTY NEAR SAN LUIS OBISPO FROM EAST FORK SAN LUIS OBISPO CREEK BRIDGE TO 0.2 KM WEST OF MADONNA ROAD OVERCROSSING FED. AID NO. ACNH-S227(5)E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 4,800.0000 4,800.00 0.010 48.00 1.000 4,800.00 02 TIME-RELATED OVERHEAD WDAY 500.0000 80,000.00 161.000 80,500.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 1,300.00 21.500 215.00 04 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.010 100.00 1.000 10,000.00 05 PREPARE STORM WATER POLLUTION LS 2,100.0000 2,100.00 0.250 525.00 1.000 2,100.00 S) PREVENTION PLAN 06 TEMPORARY MULCH M3 87.0000 6,003.00 67.200 5,846.40 07 TEMPORARY SILT FENCE M 13.0000 2,210.00 43.500 565.50 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 3,500.00 0.010 35.00 1.010 3,535.00 09 TEMPORARY CHECK DAM M 211.0000 1,899.00 0.000 0.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 70.0000 4,130.00 65.000 4,550.00 11 STREET SWEEPING LS 7,850.0000 7,850.00 1.000 7,850.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,100.0000 3,100.00 1.000 3,100.00 13 CONSTRUCTION AREA SIGNS LS 26,700.0000 26,700.00 0.010 267.00 1.000 26,700.00 S) 14 TRAFFIC CONTROL SYSTEM LS 320,130.0000 320,130.00 0.010 3,201.30 1.000 320,130.00 S) 15 TYPE II BARRICADE EA 26.0000 52.00 2.000 52.00 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.2500 10,335.00 1,812.000 5,889.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 576.00 21.000 672.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 42.0000 2,184.00 0.000 0.00 S) (LEFT IN PLACE) 19 TEMPORARY PAVEMENT MARKER EA 5.0000 750.00 222.000 1,110.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,800.0000 20,800.00 0.010 208.00 1.000 20,800.00 S) 21 TEMPORARY RAILING (TYPE K) M 82.0000 15,580.00 188.000 15,416.00 22 TEMPORARY CRASH CUSHION MODULE EA 187.0000 4,114.00 22.000 4,114.00 S) PROGRAM CAS145 PAGE 2 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4604 TIME 03:25 PM ESTIMATE NO. 20 BID OPENING 05/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE GRATE EA 121.0000 1,331.00 11.000 1,331.00 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 5,050.00 548.000 2,740.00 S) STRIPE 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 9.0000 2,340.00 126.000 1,134.00 S) 26 REMOVE PAVEMENT MARKER EA 3.0000 330.00 108.000 324.00 S) 27 REMOVE ASPHALT CONCRETE DIKE M 90.0000 270.00 3.000 270.00 28 SALVAGE METAL BRIDGE RAILING M 57.0000 5,472.00 89.860 5,122.02 29 RECONSTRUCT METAL BEAM GUARD RAILING M 170.0000 4,250.00 11.400 1,938.00 S) 30 RESET ROADSIDE SIGN EA 207.0000 8,694.00 42.000 8,694.00 31 ADJUST WATER METER BOX TO GRADE EA 675.0000 3,375.00 5.000 3,375.00 32 ADJUST RECLAIMED WATER VALVE EA 675.0000 4,725.00 7.000 4,725.00 33 ADJUST STORM DRAIN MANHOLE EA 880.0000 10,560.00 12.000 10,560.00 34 ADJUST AIR RELEASE VALVE EA 675.0000 3,375.00 5.000 3,375.00 35 ADJUST WATER VALVE EA 675.0000 108,000.00 20.000 13,500.00 188.000 126,900.00 36 ADJUST PULL BOX EA 312.0000 2,496.00 7.000 2,184.00 7.000 2,184.00 37 ADJUST SANITARY SEWER MANHOLE EA 880.0000 64,240.00 -12.000 -10,560.00 62.000 54,560.00 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.9000 316,100.00 116,000.000 336,400.00 S) AND BASE 39 REMOVE CONCRETE (CURB AND GUTTER) M 60.0000 58,800.00 1,069.000 64,140.00 40 REMOVE CONCRETE SIDEWALK M2 48.0000 147,360.00 2,120.000 101,760.00 41 BRIDGE REMOVAL (PORTION) LS 106,900.0000 106,900.00 1.000 106,900.00 42 CLEARING AND GRUBBING LS 11,425.0000 11,425.00 1.000 11,425.00 43 ROADWAY EXCAVATION M3 38.0000 49,400.00 803.000 30,514.00 44 LEAD COMPLIANCE PLAN LS 3,300.0000 3,300.00 1.000 3,300.00 45 ASBESTOS COMPLIANCE PLAN LS 8,050.0000 8,050.00 1.000 8,050.00 46 STRUCTURE EXCAVATION (BRIDGE) M3 277.0000 4,986.00 18.000 4,986.00 F) 47 STRUCTURE BACKFILL (BRIDGE) M3 641.0000 8,974.00 14.000 8,974.00 F) 48 IMPORTED TOPSOIL M3 34.0000 47,600.00 1,050.000 35,700.00 S) 49 MORTARED ROCK BLANKET M2 370.0000 15,540.00 32.000 11,840.00 S) PROGRAM CAS145 PAGE 3 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4604 TIME 03:25 PM ESTIMATE NO. 20 BID OPENING 05/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EROSION CONTROL (BLANKET) M2 6.0000 3,300.00 575.000 3,450.00 S) 51 EROSION CONTROL (TYPE D) M2 7.0000 3,850.00 610.000 4,270.00 S) 52 FIBER ROLLS M 13.0000 1,560.00 190.000 2,470.00 S) 53 200 MM CORRUGATED HIGH DENSITY M 127.0000 17,780.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 54 ASPHALT CONCRETE (TYPE A) TONN 101.5000 3,999,100.00 43,453.960 4,410,576.94 55 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 18.0000 12,600.00 366.000 6,588.00 AREA) 56 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 650.0000 1,300.00 0.000 0.00 57 ASPHALTIC EMULSION (PAINT BINDER) TONN 550.0000 82,500.00 103.070 56,688.50 58 FURNISH STEEL PILING (HP 250 X 85) M 357.0000 13,209.00 36.290 12,955.53 59 DRIVE STEEL PILE (HP 250 X 85) EA 7,842.0000 15,684.00 2.000 15,684.00 S) 60 PRESTRESSING LS 17,251.0000 17,251.00 1.000 17,251.00 S) 61 STRUCTURAL CONCRETE, BRIDGE M3 4,177.0000 162,903.00 39.000 162,903.00 F) 62 MINOR CONCRETE (MINOR STRUCTURE) M3 3,239.0000 11,984.30 3.700 11,984.30 F) 63 DRILL AND BOND DOWEL M 626.0000 5,634.00 10.900 6,823.40 64 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,500.0000 31,000.00 2.000 31,000.00 S) GIRDER (5 M - 10 M) 65 FURNISH PRECAST PRESTRESSED CONCRETE EA 24,800.0000 24,800.00 1.000 24,800.00 S) GIRDER (15 M - 20 M) 66 ERECT PRECAST PRESTRESSED CONCRETE EA 3,382.0000 10,146.00 3.000 10,146.00 S) GIRDER 67 CORE CONCRETE (51 MM - 100 MM) M 677.0000 4,739.00 6.860 4,644.22 68 BAR REINFORCING STEEL (BRIDGE) KG 4.6000 27,232.00 5,920.000 27,232.00 SF) 69 FURNISH SINGLE SHEET ALUMINUM SIGN M2 187.0000 1,122.00 6.000 1,122.00 6.000 1,122.00 (1.6 MM-UNFRAMED) 70 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 103.0000 824.00 2.000 206.00 2.000 206.00 METHOD) 71 PREPARE AND STAIN CONCRETE M2 192.0000 35,328.00 183.530 35,237.76 72 DRAINAGE INLET MARKER EA 95.0000 5,605.00 59.000 5,605.00 73 ROCK SLOPE PROTECTION M3 355.0000 1,420.00 4.000 1,420.00 (BACKING NO. 3, METHOD B) 74 ROCK SLOPE PROTECTION FABRIC M2 17.0000 204.00 12.000 204.00 75 MINOR CONCRETE (MISCELLANEOUS M3 750.0000 405,000.00 501.700 376,275.00 CONSTRUCTION) 76 MISCELLANEOUS IRON AND STEEL KG 8.0000 6,000.00 750.000 6,000.00 SF) PROGRAM CAS145 PAGE 4 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4604 TIME 03:25 PM ESTIMATE NO. 20 BID OPENING 05/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FRAME AND COVER EA 231.0000 12,936.00 56.000 12,936.00 S) 78 SURVEY MONUMENT (TYPE D) EA 598.0000 11,960.00 2.000 1,196.00 20.000 11,960.00 79 TUBULAR HANDRAILING (MODIFIED) M 288.0000 27,648.00 96.000 27,648.00 SF) 80 CONCRETE BARRIER (TYPE 26 MODIFIED) M 644.0000 61,824.00 96.000 61,824.00 F) 81 THERMOPLASTIC PAVEMENT MARKING M2 18.0000 18,900.00 831.130 14,960.34 S) 82 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,360.00 2,760.000 2,760.00 S) (SPRAYABLE) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 6,647.00 11,342.000 9,640.70 S) 84 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 8,812.50 9,978.000 12,472.50 S) 85 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 3,877.50 2,621.000 7,207.75 S) 86 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6000 286.00 225.000 585.00 S) (BROKEN 3.66 M - 0.92 M) 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 2,010.00 4,988.000 2,494.00 S) (BROKEN 10.98 M - 3.66 M) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 3,470.00 8,046.000 4,023.00 S) (BROKEN 5.18 M - 2.14 M) 89 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 3,848.00 3,372.000 8,767.20 S) 90 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 18,500.0000 18,500.00 0.010 185.00 1.000 18,500.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 91 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 17,550.0000 17,550.00 0.010 175.50 1.000 17,550.00 S) 92 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 46,200.0000 46,200.00 0.010 462.00 1.000 46,200.00 S) 93 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 17,000.0000 17,000.00 0.010 170.00 1.000 17,000.00 S) 94 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 12,350.0000 12,350.00 1.000 12,350.00 S) 95 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 65,925.0000 65,925.00 1.000 65,925.00 S) 96 MODIFY SIGNAL AND LIGHTING (LOCATION 6) LS 16,510.0000 16,510.00 1.000 16,510.00 S) 97 MODIFY SIGNAL AND LIGHTING (LOCATION 7) LS 81,400.0000 81,400.00 0.010 814.00 1.000 81,400.00 S) 98 MODIFY SIGNAL AND LIGHTING (LOCATION 8) LS 143,269.0000 143,269.00 0.010 1,432.69 1.000 143,269.00 S) PROGRAM CAS145 PAGE 5 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4604 TIME 03:25 PM ESTIMATE NO. 20 BID OPENING 05/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 15,271.49 7,300,685.06 ADJUSTMENT OF COMPENSATION -33,387.11 -373,585.22 EXTRA WORK 86,218.94 443,328.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 68,103.32 7,370,428.14 99 MOBILIZATION LS 157,000.0000 157,000.00 1.000 157,000.00 ORIGINAL CONTRACT AMOUNT 7,172,414.30 TOTAL WORK COMPLETED 68,103.32 7,527,428.14 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,725.00 TOTAL 68,103.32 7,524,703.14 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 042 CLEARING AND GRUBBING 10,000.00 11,425.00 1,425.00 044 LEAD COMPLIANCE PLAN 2,000.00 3,300.00 1,300.00 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 06/27/08 160 09/08/08 09/08/08 04/28/10 176 221 23 2 96% 95% PROGRESS IS SATISFACTORY PENDG DAYS DANIEL MILLER RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/10