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 04/21/09 EST. NO.08 TIME 03:54 PM R.E. NAME: ROSS MCGOWAN 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 0021 442.62 E.W. @ F.A.(+) 040209 N 68.0 0 0022 572.98 032609 N 0059.0 0023 687.18 032709 N 0060.0 0024 497.50 033109 N 0063.0 0025 459.43 040209 N 0064.0 0027 276.49 040109 N 0067.0 2,936.20 TOTAL THIS ESTIMATE 101,317.09 TOTAL PREVIOUS ESTIMATE 104,253.29 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 04/21/09 EST. NO.08 TIME 03:54 PM R.E. NAME: ROSS MCGOWAN 05-0A4604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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. 044 -1,300.00 07 -57.00 -2,098.00 TOTAL DEDUCTIONS -57.00 -2,098.00 PROGRAM CAS145 PAGE 1 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4604 TIME 03:54 PM ESTIMATE NO. 08 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 04/20/09 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 04/21/09 LOCATION PROGRESS ESTIMATE 05-SLO-227-R10.9/R14.2 ----------------- UNION ASPHALT INC IN SAN LUIS OBISPO COUNTY NEAR SAN P O BOX 1280 LUIS OBISPO FROM EAST FORK SAN SANTA MARIA CA 93456 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 0.040 192.00 0.560 2,688.00 02 TIME-RELATED OVERHEAD WDAY 500.0000 80,000.00 15.000 7,500.00 98.000 49,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 1,300.00 0.000 0.00 04 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.040 400.00 0.560 5,600.00 05 PREPARE STORM WATER POLLUTION LS 2,100.0000 2,100.00 0.750 1,575.00 S) PREVENTION PLAN 06 TEMPORARY MULCH M3 87.0000 6,003.00 0.000 0.00 07 TEMPORARY SILT FENCE M 13.0000 2,210.00 0.000 0.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 3,500.00 0.040 140.00 0.560 1,960.00 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 5.000 350.00 25.000 1,750.00 11 STREET SWEEPING LS 7,850.0000 7,850.00 0.040 314.00 0.560 4,396.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,100.0000 3,100.00 0.040 124.00 0.500 1,550.00 13 CONSTRUCTION AREA SIGNS LS 26,700.0000 26,700.00 0.050 1,335.00 0.800 21,360.00 S) 14 TRAFFIC CONTROL SYSTEM LS 320,130.0000 320,130.00 0.100 32,013.00 0.560 179,272.80 S) 15 TYPE II BARRICADE EA 26.0000 52.00 0.000 0.00 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.2500 10,335.00 0.000 0.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 576.00 0.000 0.00 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 0.000 0.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,800.0000 20,800.00 0.040 832.00 0.560 11,648.00 S) 21 TEMPORARY RAILING (TYPE K) M 82.0000 15,580.00 0.000 0.00 22 TEMPORARY CRASH CUSHION MODULE EA 187.0000 4,114.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4604 TIME 03:54 PM ESTIMATE NO. 08 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 04/20/09 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 5,050.00 0.000 0.00 S) STRIPE 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 9.0000 2,340.00 0.000 0.00 S) 26 REMOVE PAVEMENT MARKER EA 3.0000 330.00 0.000 0.00 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 0.000 0.00 29 RECONSTRUCT METAL BEAM GUARD RAILING M 170.0000 4,250.00 0.000 0.00 S) 30 RESET ROADSIDE SIGN EA 207.0000 8,694.00 36.000 7,452.00 31 ADJUST WATER METER BOX TO GRADE EA 675.0000 3,375.00 4.000 2,700.00 32 ADJUST RECLAIMED WATER VALVE EA 675.0000 4,725.00 0.000 0.00 33 ADJUST STORM DRAIN MANHOLE EA 880.0000 10,560.00 1.000 880.00 1.000 880.00 34 ADJUST AIR RELEASE VALVE EA 675.0000 3,375.00 0.000 0.00 35 ADJUST WATER VALVE EA 675.0000 108,000.00 9.000 6,075.00 25.000 16,875.00 36 ADJUST PULL BOX EA 312.0000 2,496.00 0.000 0.00 37 ADJUST SANITARY SEWER MANHOLE EA 880.0000 64,240.00 2.000 1,760.00 7.000 6,160.00 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.9000 316,100.00 18,000.000 52,200.00 20,012.000 58,034.80 S) AND BASE 39 REMOVE CONCRETE (CURB AND GUTTER) M 60.0000 58,800.00 776.000 46,560.00 40 REMOVE CONCRETE SIDEWALK M2 48.0000 147,360.00 1,953.000 93,744.00 41 BRIDGE REMOVAL (PORTION) LS 106,900.0000 106,900.00 0.000 0.00 42 CLEARING AND GRUBBING LS 11,425.0000 11,425.00 0.040 457.00 0.560 6,398.00 43 ROADWAY EXCAVATION M3 38.0000 49,400.00 788.000 29,944.00 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 0.000 0.00 F) 47 STRUCTURE BACKFILL (BRIDGE) M3 641.0000 8,974.00 0.000 0.00 F) 48 IMPORTED TOPSOIL M3 34.0000 47,600.00 1,010.000 34,340.00 S) 49 MORTARED ROCK BLANKET M2 370.0000 15,540.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4604 TIME 03:54 PM ESTIMATE NO. 08 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 04/20/09 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 51 EROSION CONTROL (TYPE D) M2 7.0000 3,850.00 0.000 0.00 S) 52 FIBER ROLLS M 13.0000 1,560.00 0.000 0.00 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 4,664.490 473,445.74 4,725.650 479,653.48 55 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 18.0000 12,600.00 322.000 5,796.00 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 7.000 3,850.00 7.000 3,850.00 58 FURNISH STEEL PILING (HP 250 X 85) M 357.0000 13,209.00 0.000 0.00 59 DRIVE STEEL PILE (HP 250 X 85) EA 7,842.0000 15,684.00 0.000 0.00 S) 60 PRESTRESSING LS 17,251.0000 17,251.00 0.000 0.00 S) 61 STRUCTURAL CONCRETE, BRIDGE M3 4,177.0000 162,903.00 0.000 0.00 F) 62 MINOR CONCRETE (MINOR STRUCTURE) M3 3,239.0000 11,984.30 0.000 0.00 F) 63 DRILL AND BOND DOWEL M 626.0000 5,634.00 0.000 0.00 64 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,500.0000 31,000.00 0.000 0.00 S) GIRDER (5 M - 10 M) 65 FURNISH PRECAST PRESTRESSED CONCRETE EA 24,800.0000 24,800.00 0.000 0.00 S) GIRDER (15 M - 20 M) 66 ERECT PRECAST PRESTRESSED CONCRETE EA 3,382.0000 10,146.00 0.000 0.00 S) GIRDER 67 CORE CONCRETE (51 MM - 100 MM) M 677.0000 4,739.00 0.000 0.00 68 BAR REINFORCING STEEL (BRIDGE) KG 4.6000 27,232.00 0.000 0.00 SF) 69 FURNISH SINGLE SHEET ALUMINUM SIGN M2 187.0000 1,122.00 0.000 0.00 (1.6 MM-UNFRAMED) 70 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 103.0000 824.00 0.000 0.00 METHOD) 71 PREPARE AND STAIN CONCRETE M2 192.0000 35,328.00 0.000 0.00 72 DRAINAGE INLET MARKER EA 95.0000 5,605.00 0.000 0.00 73 ROCK SLOPE PROTECTION M3 355.0000 1,420.00 0.000 0.00 (BACKING NO. 3, METHOD B) 74 ROCK SLOPE PROTECTION FABRIC M2 17.0000 204.00 0.000 0.00 75 MINOR CONCRETE (MISCELLANEOUS M3 750.0000 405,000.00 388.200 291,150.00 CONSTRUCTION) 76 MISCELLANEOUS IRON AND STEEL KG 8.0000 6,000.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 4 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4604 TIME 03:54 PM ESTIMATE NO. 08 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 04/20/09 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 1,617.00 7.000 1,617.00 S) 78 SURVEY MONUMENT (TYPE D) EA 598.0000 11,960.00 4.000 2,392.00 4.000 2,392.00 79 TUBULAR HANDRAILING (MODIFIED) M 288.0000 27,648.00 0.000 0.00 SF) 80 CONCRETE BARRIER (TYPE 26 MODIFIED) M 644.0000 61,824.00 0.000 0.00 F) 81 THERMOPLASTIC PAVEMENT MARKING M2 18.0000 18,900.00 0.000 0.00 S) 82 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,360.00 0.000 0.00 S) (SPRAYABLE) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 6,647.00 0.000 0.00 S) 84 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 8,812.50 0.000 0.00 S) 85 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 3,877.50 0.000 0.00 S) 86 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6000 286.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 2,010.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 3,470.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 89 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 3,848.00 0.000 0.00 S) 90 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 18,500.0000 18,500.00 0.500 9,250.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 91 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 17,550.0000 17,550.00 0.000 0.00 S) 92 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 46,200.0000 46,200.00 0.400 18,480.00 S) 93 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 17,000.0000 17,000.00 0.000 0.00 S) 94 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 12,350.0000 12,350.00 0.000 0.00 S) 95 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 65,925.0000 65,925.00 0.500 32,962.50 S) 96 MODIFY SIGNAL AND LIGHTING (LOCATION 6) LS 16,510.0000 16,510.00 0.400 6,604.00 S) 97 MODIFY SIGNAL AND LIGHTING (LOCATION 7) LS 81,400.0000 81,400.00 0.400 32,560.00 S) 98 MODIFY SIGNAL AND LIGHTING (LOCATION 8) LS 143,269.0000 143,269.00 0.650 93,124.85 S) PROGRAM CAS145 PAGE 5 DATE 04/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4604 TIME 03:54 PM ESTIMATE NO. 08 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 04/20/09 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 04/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 585,876.74 1,572,947.43 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,936.20 104,253.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 588,812.94 1,677,200.72 99 MOBILIZATION LS 157,000.0000 157,000.00 0.200 31,400.00 0.950 149,150.00 ORIGINAL CONTRACT AMOUNT 7,172,414.30 TOTAL WORK COMPLETED 620,212.94 1,826,350.72 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -57.00 -2,098.00 TOTAL 620,155.94 1,824,252.72 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 08/06/09 98 53 15 0 25% 56% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY ROSS MCGOWAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/09