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 03/23/09 EST. NO.06 TIME 09:09 AM R.E. NAME: ROSS MCGOWAN 05-0H1904 --------------------------------------------------------------------------- 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 248.75 E.W. @ F.A.(+) 112408 N 0014.0 0022 106.70 121608 N 44 0 0023 90.08 011609 N 45 0 0024 191.00 011309 N 51 0 0026 193.73 011609 N 54 0 0027 424.41 011609 N 55 0 002 0003 1,592.98 E.W. @ F.A.(+) 122408 N 43 0 0004 1,058.00 120908 N 34 0 0010 167.20 020209 N 102.00 003 0007 109.77 E.W. @ F.A.(+) 120608 N 0028.0 0018 279.63 011309 N 67 0 0027 355.57 022609 N 119.00 004 0010 1,531.31 E.W. @ F.A.(+) 121208 N 3468 0 0012 492.40 120108 N 3392 0 0013 305.90 011609 N 3021 0 0014 2,397.76 011309 N 3017 0 0015 1,376.99 011909 N 3024 0 0016 2,140.36 020309 N 3470 0 005 0001 146.41 E.W. @ F.A.(+) 010909 N 49 0 0002 158.92 011209 N 50.0 0 0003 550.62 011909 N 56 0 0004 3,168.58 121208 N 41 0 0005 1,222.93 010509 N 46 0 0006 589.87 011409 N 58 0 0009 634.09 112108 N 11 0 0010 1,374.87 112208 N 12 0 0011 493.97 112408 N 13 0 0012 714.52 112508 N 15 0 0013 354.06 010609 N 47 0 0017 147.53 012909 N 88.0 0 0018 3,603.77 012809 N 84.0 0 0019 1,468.31 012609 N 83.0 0 0020 2,039.10 012109 N 80.0 0 0021 303.28 012309 N 79.0 0 0022 1,054.69 012809 N 92.0 0 0023 2,191.12 010909 N 94.0 0 0026 1,807.67 022309 N 103.00 0031 2,140.64 030909 N 116.00 0034 3,633.47 031109 N 125.00 006 0001 990.00 E.W. @ F.A.(+) 111108 N 96.0 0 007 0001 1,559.25 E.W. @ L.S.(+) 012809 N 87.0 0 008 0004 1,239.83 E.W. @ F.A.(+) 011609 N 69 0 0005 1,382.75 012009 N 77.0 0 0007 2,168.20 012009 N 99.0 0 0008 1,252.72 011609 N 100.00 49,453.71 TOTAL THIS ESTIMATE 45,545.76 TOTAL PREVIOUS ESTIMATE 94,999.47 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 03/23/09 EST. NO.06 TIME 09:09 AM R.E. NAME: ROSS MCGOWAN 05-0H1904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 001 -85.00 02 OVERBID ITEM NO. 001 -30.00 03 OVERBID ITEM NO. 001 -15.00 04 OVERBID ITEM NO. 001 -30.00 05 OVERBID ITEM NO. 001 -25.00 06 OVERBID ITEM NO. 035 -3,500.00 02 -25.00 -3,685.00 TOTAL DEDUCTIONS -25.00 -3,685.00 PROGRAM CAS145 PAGE 1 DATE 03/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 09:09 AM ESTIMATE NO. 06 BID OPENING 08/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 03/23/09 LOCATION PROGRESS ESTIMATE 05-SLO-101-R24.0/32.3 ----------------- UNION ASPHALT INC IN SAN LUIS OBISPO COUNTY IN AND 1625 E DONOVAN ROAD NEAR SAN LUIS OBISPO FROM 0.5 KM SANTA MARIA CA 93454 SOUTH OF SANTA FE UC TO 2.3 KM NORTH OF BUENA VISTA OVERCROSSING FED. AID NO. ACNH-Q101(142)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 5,500.0000 5,500.00 0.050 275.00 0.370 2,035.00 02 TIME-RELATED OVERHEAD WDAY 1,100.0000 198,000.00 9.000 9,900.00 66.000 72,600.00 03 CONSTRUCTION SITE MANAGEMENT LS 13,000.0000 13,000.00 0.050 650.00 0.370 4,810.00 04 PREPARE STORM WATER POLLUTION LS 2,600.0000 2,600.00 0.750 1,950.00 S) PREVENTION PLAN 05 TEMPORARY FIBER ROLL M 15.0000 7,950.00 348.840 5,232.60 06 TEMPORARY SILT FENCE M 6.7500 3,240.00 0.000 0.00 07 TEMPORARY GRAVEL BAG BERM M 100.0000 10,000.00 10.000 1,000.00 35.000 3,500.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 20,000.0000 20,000.00 1.000 20,000.00 09 TEMPORARY CHECK DAM M 43.5000 1,566.00 0.000 0.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 870.0000 24,360.00 0.000 0.00 11 STREET SWEEPING LS 95,000.0000 95,000.00 0.050 4,750.00 0.370 35,150.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 9,400.0000 9,400.00 0.000 0.00 13 CONSTRUCTION AREA SIGNS LS 27,200.0000 27,200.00 0.750 20,400.00 S) 14 TRAFFIC CONTROL SYSTEM LS 412,830.0000 412,830.00 0.050 20,641.50 0.370 152,747.10 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 67,000.0000 67,000.00 0.050 3,350.00 0.370 24,790.00 S) 16 ABANDON CULVERT EA 4,646.0000 4,646.00 1.000 4,646.00 17 REMOVE METAL BEAM GUARD RAILING M 26.5000 34,185.00 217.200 5,755.80 369.200 9,783.80 S) 18 REMOVE ROADSIDE SIGN EA 102.0000 2,856.00 0.000 0.00 19 REMOVE ASPHALT CONCRETE DIKE M 3.7500 38,625.00 0.000 0.00 20 REMOVE CULVERT M 72.0000 13,680.00 17.100 1,231.20 80.600 5,803.20 21 REMOVE THRIE BEAM BARRIER M 36.5000 25,550.00 0.000 0.00 S) 22 REMOVE INLET EA 578.0000 10,982.00 3.000 1,734.00 14.000 8,092.00 PROGRAM CAS145 PAGE 2 DATE 03/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 09:09 AM ESTIMATE NO. 06 BID OPENING 08/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 03/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RECONSTRUCT METAL BEAM GUARD RAILING M 55.5000 231,435.00 49.600 2,752.80 S) (STEEL POST) 24 RELOCATE ROADSIDE SIGN EA 152.0000 12,160.00 0.000 0.00 25 ADJUST INLET EA 2,975.0000 151,725.00 0.000 0.00 26 ADJUST MANHOLE TO GRADE EA 1,765.0000 3,530.00 0.000 0.00 27 ADJUST SLOTTED DRAIN TO GRADE M 153.0000 32,130.00 0.000 0.00 28 750 MM CURED IN PLACE PIPE LINER M 1,021.0000 51,050.00 0.000 0.00 29 CLEANING, PREPARATION OF EXISTING PIPE, M 275.0000 13,750.00 0.000 0.00 AND PRELIMINARY INSPECTION 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 518,400.00 1,106.000 1,769.60 7,222.000 11,555.20 S) 31 CLEARING AND GRUBBING LS 26,000.0000 26,000.00 0.370 9,620.00 32 ROADWAY EXCAVATION M3 52.2500 512,050.00 820.000 42,845.00 3,001.500 156,828.38 33 ROADWAY EXCAVATION M3 117.0000 28,080.00 0.000 0.00 (NATURALLY OCCURRING ASBESTOS) 34 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 35 ASBESTOS COMPLIANCE PLAN LS 5,500.0000 5,500.00 1.000 5,500.00 (NATURALLY OCCURING ASBESTOS) 36 DUST CONTROL PLAN LS 2,000.0000 2,000.00 0.000 0.00 (NATURALLY OCCURRING ASBESTOS) 37 SAMPLING AND ANALYSIS PLAN LS 2,000.0000 2,000.00 0.050 100.00 0.370 740.00 (NATURALLY OCCURRING ASBESTOS) 38 IMPORTED MATERIAL (SHOULDER BACKING) M3 26.0000 175,760.00 0.000 0.00 39 HIGHWAY PLANTING LS 62,078.5300 62,078.53 0.000 0.00 S) 40 EROSION CONTROL (TYPE D) M2 0.9200 13,892.00 0.000 0.00 S) 41 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 762.5100 1,525.02 0.000 0.00 S) 42 PLANT ESTABLISHMENT WORK LS 54,203.3200 54,203.32 0.000 0.00 S) 43 IRRIGATION SYSTEM LS 408,400.0000 408,400.00 0.200 81,680.00 S) 44 EXTEND 75 MM CONDUIT M 447.3400 894.68 0.000 0.00 45 EXTEND 200 MM CONDUIT M 640.5100 11,529.18 2.000 1,281.02 10.000 6,405.10 46 EXTEND 250 MM CONDUIT M 660.8500 17,182.10 9.000 5,947.65 19.000 12,556.15 47 CLASS 2 AGGREGATE BASE M3 61.2500 352,187.50 810.000 49,612.50 2,210.000 135,362.50 48 ASPHALT CONCRETE TONN 96.0000 9,072,000.00 633.260 60,792.96 2,282.190 219,090.24 49 PAVING ASPHALT TONN 673.0000 121,140.00 0.000 0.00 (BINDER-PAVEMENT REINFORCING FABRIC) PROGRAM CAS145 PAGE 3 DATE 03/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 09:09 AM ESTIMATE NO. 06 BID OPENING 08/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 03/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PAVEMENT REINFORCING FABRIC M2 0.9000 200,700.00 0.000 0.00 51 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 13.2500 23,850.00 111.800 1,481.35 111.800 1,481.35 AREA) 52 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.6000 14,014.00 0.000 0.00 53 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 1,470.00 0.000 0.00 54 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 20,650.00 0.000 0.00 55 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 8,175.00 0.000 0.00 56 SHOULDER RUMBLE STRIP STA 80.0000 36,800.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 57 ASPHALTIC EMULSION (PAINT BINDER) TONN 673.0000 228,820.00 8.440 5,680.12 58 MINOR CONCRETE (MINOR STRUCTURE) M3 3,275.0000 109,057.50 2.290 7,499.75 13.140 43,033.50 F) 59 FURNISH SIGN STRUCTURE (TRUSS) KG 14.4000 118,713.60 0.000 0.00 F) 60 INSTALL SIGN STRUCTURE (TRUSS) KG 1.5500 12,778.20 0.000 0.00 SF) 61 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 157.0000 2,512.00 0.000 0.00 62 FURNISH LAMINATED PANEL SIGN M2 200.0000 24,000.00 0.000 0.00 (25.4 MM-TYPE B) 63 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 77.00 0.000 0.00 (1.6 MM-UNFRAMED) 64 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 3,500.00 0.000 0.00 (2.0 MM-UNFRAMED) 65 1524 MM CAST-IN-DRILLED-HOLE M 5,100.0000 35,700.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 66 ROADSIDE SIGN - ONE POST EA 280.0000 4,480.00 0.000 0.00 67 INSTALL ROADSIDE SIGN EA 1,835.0000 23,855.00 0.000 0.00 (LAMINATED WOOD BOX POST) 68 450 MM REINFORCED CONCRETE PIPE M 342.0000 37,620.00 10.900 3,727.80 69 600 MM REINFORCED CONCRETE PIPE M 549.0000 71,370.00 11.100 6,093.90 129.000 70,821.00 70 750 MM REINFORCED CONCRETE PIPE M 1,136.0000 14,768.00 0.000 0.00 71 300 MM CORRUGATED STEEL PIPE M 309.0000 5,871.00 0.000 0.00 72 300 MM ENTRANCE TAPER EA 526.0000 15,780.00 0.000 0.00 73 ANCHOR ASSEMBLY EA 540.0000 16,200.00 0.000 0.00 74 DRAINAGE INLET MARKER EA 86.0000 602.00 0.000 0.00 75 450 MM STEEL FLARED END SECTION EA 324.0000 324.00 1.000 324.00 76 600 MM STEEL FLARED END SECTION EA 379.0000 1,516.00 1.000 379.00 PROGRAM CAS145 PAGE 4 DATE 03/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 09:09 AM ESTIMATE NO. 06 BID OPENING 08/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 03/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 750 MM STEEL FLARED END SECTION EA 500.0000 500.00 0.000 0.00 78 ROCK SLOPE PROTECTION M3 196.0000 12,152.00 7.000 1,372.00 28.000 5,488.00 (BACKING NO. 1, METHOD B) 79 ROCK SLOPE PROTECTION FABRIC M2 2.0000 340.00 17.500 35.00 74.500 149.00 80 MISCELLANEOUS IRON AND STEEL KG 2.7000 10,789.20 296.000 799.20 SF) 81 DELINEATOR (CLASS 1) EA 28.7500 22,137.50 29.000 833.75 82 GUARD RAILING DELINEATOR EA 15.2500 3,660.00 14.000 213.50 28.000 427.00 83 OBJECT MARKER EA 30.5000 5,185.00 0.000 0.00 84 METAL BEAM GUARD RAILING (STEEL POST) M 79.7000 104,407.00 22.860 1,821.94 110.510 8,807.65 S) 85 DOUBLE METAL BEAM GUARD RAILING M 188.0000 10,152.00 27.700 5,207.60 27.700 5,207.60 S) (STEEL POST) 86 METAL BEAM GUARD RAILING M 76.1000 41,855.00 85.700 6,521.77 85.700 6,521.77 S) (2.1 M STEEL POST) 87 SINGLE THRIE BEAM BARRIER (STEEL POST) M 98.0000 68,600.00 0.000 0.00 S) 88 TRANSITION RAILING (TYPE WB) EA 2,840.0000 42,600.00 1.000 2,840.00 S) 89 TERMINAL SYSTEM (TYPE CAT) EA 3,805.0000 7,610.00 1.000 3,805.00 1.000 3,805.00 S) 90 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 510.0000 1,020.00 1.000 510.00 1.000 510.00 S) 91 END CAP (TYPE C) EA 355.0000 710.00 0.000 0.00 S) 92 END CAP (TYPE A) EA 355.0000 710.00 0.000 0.00 S) 93 END ANCHOR ASSEMBLY (TYPE SFT) EA 560.0000 16,240.00 2.000 1,120.00 2.000 1,120.00 S) 94 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,380.0000 11,900.00 1.000 2,380.00 2.000 4,760.00 S) 95 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,875.0000 65,625.00 1.000 1,875.00 S) 96 CONCRETE BARRIER (TYPE 60S) M 363.0000 17,424.00 0.000 0.00 97 CONCRETE BARRIER (TYPE 732B) M 1,523.0000 15,230.00 0.000 0.00 98 THERMOPLASTIC PAVEMENT MARKING M2 30.5000 16,775.00 0.000 0.00 S) 99 THERMOPLASTIC TRAFFIC STRIPE M 0.4600 33,442.00 0.000 0.00 S) (SPRAYABLE) 00 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3300 2,034.90 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 01 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4600 161.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 02 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4600 12,420.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4600 515.20 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 5 DATE 03/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 09:09 AM ESTIMATE NO. 06 BID OPENING 08/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 03/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9200 7,332.40 0.000 0.00 S) 05 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0400 12,994.80 0.000 0.00 S) 06 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,200.0000 10,200.00 0.320 3,264.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 07 ELECTRIC SERVICE (IRRIGATION) LS 7,020.0000 7,020.00 0.000 0.00 S) 08 DETECTOR LOOP LS 17,810.0000 17,810.00 0.000 0.00 S) 09 MICROWAVE VEHICLE DETECTION SYSTEM LS 27,750.0000 27,750.00 0.000 0.00 S) (LOCATION 1) 10 MICROWAVE VEHICLE DETECTION SYSTEM LS 23,300.0000 23,300.00 0.300 6,990.00 S) (LOCATION 2) 11 MICROWAVE VEHICLE DETECTION SYSTEM LS 27,500.0000 27,500.00 0.000 0.00 S) (LOCATION 3) 12 MICROWAVE VEHICLE DETECTION SYSTEM LS 12,300.0000 12,300.00 0.300 3,690.00 S) (LOCATION 4) 13 MICROWAVE VEHICLE DETECTION SYSTEM LS 29,500.0000 29,500.00 0.060 1,770.00 S) (LOCATION 5) 14 MICROWAVE VEHICLE DETECTION SYSTEM LS 28,365.0000 28,365.00 0.000 0.00 S) (LOCATION 6) 15 MICROWAVE VEHICLE DETECTION SYSTEM LS 18,200.0000 18,200.00 0.000 0.00 S) (LOCATION 7) 16 MICROWAVE VEHICLE DETECTION SYSTEM LS 25,250.0000 25,250.00 0.000 0.00 S) (LOCATION 8) 17 MICROWAVE VEHICLE DETECTION SYSTEM LS 18,100.0000 18,100.00 0.000 0.00 S) (LOCATION 9) 18 MICROWAVE VEHICLE DETECTION SYSTEM LS 22,600.0000 22,600.00 0.000 0.00 S) (LOCATION 10) 19 MICROWAVE VEHICLE DETECTION SYSTEM LS 21,300.0000 21,300.00 0.000 0.00 S) (LOCATION 11) 20 CLOSED CIRCUIT TELEVISION SYSTEM LS 11,185.0000 11,185.00 0.000 0.00 S) (LOCATION 1) 21 CLOSED CIRCUIT TELEVISION SYSTEM LS 11,600.0000 11,600.00 0.000 0.00 S) (LOCATION 2) 22 CLOSED CIRCUIT TELEVISION SYSTEM LS 13,725.0000 13,725.00 0.000 0.00 S) (LOCATION 3) 23 CLOSED CIRCUIT TELEVISION SYSTEM LS 9,870.0000 9,870.00 0.000 0.00 S) (LOCATION 4) 24 CLOSED CIRCUIT TELEVISION SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) (LOCATION 5) 25 CLOSED CIRCUIT TELEVISION SYSTEM LS 9,400.0000 9,400.00 0.000 0.00 S) (LOCATION 6) 26 WIRELESS DATA COMMUNICATION SYSTEM LS 51,800.0000 51,800.00 0.000 0.00 S) 27 MODIFY LIGHTING AND SIGN ILLUMINATION LS 26,000.0000 26,000.00 0.100 2,600.00 S) PROGRAM CAS145 PAGE 6 DATE 03/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 09:09 AM ESTIMATE NO. 06 BID OPENING 08/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 03/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 249,698.04 1,202,534.81 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 49,453.71 94,999.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 299,151.75 1,297,534.28 28 MOBILIZATION LS 340,000.0000 340,000.00 0.500 170,000.00 ORIGINAL CONTRACT AMOUNT 15,261,272.63 TOTAL WORK COMPLETED 299,151.75 1,467,534.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -25.00 -3,685.00 TOTAL 299,126.75 1,463,849.28 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 5,000.00 5,500.00 500.00 035 ASBESTOS COMPLIANCE PLAN 2,000.00 5,500.00 3,500.00 (NATURALLY OCCURING ASBESTOS) 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 09/15/08 430 09/30/08 09/30/08 08/31/09 66 49 0 0 10% 37% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY ROSS MCGOWAN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/09