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 09/03/09 EST. NO.12 TIME 07:13 AM R.E. NAME: DANIEL MILLER 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 --------------------------------------------------------------------------- 002 0037 2,083.17 E.W. @ F.A.(+) 042109 N 18L 0 0042 2,846.80 050609 N 20L 0 0043 496.04 050609 N 20RB 0 0044 2,623.39 050509 N 21L 0 0046 3,104.02 050809 N 22L 0 0048 312.82 032709 N 14RB 0 0050 2,510.90 051109 N 23L 0 0051 1,230.24 051209 N 24L 0 0052 143.55 051309 N 0269.0 0053 1,596.22 060409 N 32 0 0054 412.31 052909 N 30 0 0056 2,401.80 060209 N 31 0 0057 372.03 060209 N 31RB 0 0058 124.01 050109 N 19RB10 0059 310.02 051209 N 24RB 0 0060 372.03 051109 N 23RB20 0061 1,611.82 051309 N 25L 0 0062 124.01 051309 N 25RB 0 0063 386.21 051409 N 26L 0 0064 124.01 051409 N 26RB 0 0065 894.38 051809 N 27L 0 0066 310.02 051809 N 27RB 0 0067 1,736.68 051909 N 28L 0 0068 310.02 051909 N 28RB 0 0069 1,339.47 051909 N 29L 0 0070 248.02 051909 N 29RB 0 0072 194.22 040209 N 17RB10 0073 97.10 050109 N 19L1 0 0074 388.43 050609 N 20L1 0 0075 291.32 050509 N 21L1 0 0076 388.43 050809 N 22L1 0 0077 48.55 052909 N 30L1 0 0078 388.43 051109 N 23L1 0 0079 145.66 051309 N 25L1 0 0080 242.77 051809 N 27L1 0 0082 194.22 051909 N 29L1 0 0083 291.32 060209 N 31L1 0 0084 864.40 060409 N 41L 0 0085 378.50 061609 N 45L 0 0086 589.42 061809 N 46L 0 0087 989.72 061709 N 47L 0 0090 243.94 032609 N 13L1 0 0091 177.41 032709 N 14L1 0 004 0074 463.01 E.W. @ F.A.(+) 071509 N 0327.0 34,400.84 TOTAL THIS ESTIMATE 813,781.14 TOTAL PREVIOUS ESTIMATE 848,181.98 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 09/03/09 EST. NO.12 TIME 07:13 AM R.E. NAME: DANIEL MILLER 05-0H1904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 08 REL LCV EST #08 10,000.00 09 0.00 0.00 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. 001 -35.00 07 OVERBID ITEM NO. 001 -50.00 08 OVERBID ITEM NO. 001 -55.00 09 OVERBID ITEM NO. 001 -50.00 10 OVERBID ITEM NO. 001 -65.00 11 OVERBID ITEM NO. 035 -3,500.00 02 0.00 -3,940.00 TOTAL DEDUCTIONS 0.00 -3,940.00 PROGRAM CAS145 PAGE 1 DATE 09/03/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 07:13 AM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 09/03/09 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 05-SLO-101-R24.0/32.3 ------------------------------ CALPORTLAND CONSTRUCTION IN SAN LUIS OBISPO COUNTY IN AND NEAR SAN LUIS OBISPO FROM 0.5 KM 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 0.880 4,840.00 02 TIME-RELATED OVERHEAD WDAY 1,100.0000 198,000.00 162.000 178,200.00 03 CONSTRUCTION SITE MANAGEMENT LS 13,000.0000 13,000.00 0.880 11,440.00 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 7,950.00 381.700 5,725.50 06 TEMPORARY SILT FENCE M 6.7500 3,240.00 80.000 540.00 07 TEMPORARY GRAVEL BAG BERM M 100.0000 10,000.00 50.000 5,000.00 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 20.000 17,400.00 11 STREET SWEEPING LS 95,000.0000 95,000.00 0.880 83,600.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 9,400.0000 9,400.00 0.880 8,272.00 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 0.880 363,290.40 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 67,000.0000 67,000.00 0.880 58,960.00 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 1,321.690 35,024.79 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 9,451.720 35,443.95 20 REMOVE CULVERT M 72.0000 13,680.00 154.650 11,134.80 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 17.000 9,826.00 PROGRAM CAS145 PAGE 2 DATE 09/03/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 07:13 AM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 09/03/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,872.880 159,444.84 S) (STEEL POST) 24 RELOCATE ROADSIDE SIGN EA 152.0000 12,160.00 40.000 6,080.00 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 50.000 51,050.00 29 CLEANING, PREPARATION OF EXISTING PIPE, M 275.0000 13,750.00 50.000 13,750.00 AND PRELIMINARY INSPECTION 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 518,400.00 356,267.300 570,027.68 S) 31 CLEARING AND GRUBBING LS 26,000.0000 26,000.00 0.600 15,600.00 32 ROADWAY EXCAVATION M3 52.2500 512,050.00 9,394.000 490,836.50 33 ROADWAY EXCAVATION M3 117.0000 28,080.00 240.000 28,080.00 (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 0.650 1,300.00 (NATURALLY OCCURRING ASBESTOS) 37 SAMPLING AND ANALYSIS PLAN LS 2,000.0000 2,000.00 0.880 1,760.00 (NATURALLY OCCURRING ASBESTOS) 38 IMPORTED MATERIAL (SHOULDER BACKING) M3 26.0000 175,760.00 3,089.000 80,314.00 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 0.880 359,392.00 S) 44 EXTEND 75 MM CONDUIT M 447.3400 894.68 2.000 894.68 45 EXTEND 200 MM CONDUIT M 640.5100 11,529.18 18.000 11,529.18 46 EXTEND 250 MM CONDUIT M 660.8500 17,182.10 29.000 19,164.65 47 CLASS 2 AGGREGATE BASE M3 61.2500 352,187.50 5,479.000 335,588.75 48 ASPHALT CONCRETE TONN 96.0000 9,072,000.00 61,561.000 5,909,856.00 49 PAVING ASPHALT TONN 673.0000 121,140.00 131.000 88,163.00 (BINDER-PAVEMENT REINFORCING FABRIC) PROGRAM CAS145 PAGE 3 DATE 09/03/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 07:13 AM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 09/03/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 66,315.600 59,684.04 51 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 13.2500 23,850.00 291.840 3,866.88 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 228,820.00 188.000 126,524.00 58 MINOR CONCRETE (MINOR STRUCTURE) M3 3,275.0000 109,057.50 18.920 61,963.00 F) 59 FURNISH SIGN STRUCTURE (TRUSS) KG 14.4000 118,713.60 8,244.000 118,713.60 8,244.000 118,713.60 F) 60 INSTALL SIGN STRUCTURE (TRUSS) KG 1.5500 12,778.20 8,244.000 12,778.20 8,244.000 12,778.20 SF) 61 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 157.0000 2,512.00 16.000 2,512.00 16.000 2,512.00 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 7.000 35,700.00 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 58.400 19,972.80 69 600 MM REINFORCED CONCRETE PIPE M 549.0000 71,370.00 131.300 72,083.70 70 750 MM REINFORCED CONCRETE PIPE M 1,136.0000 14,768.00 10.700 12,155.20 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 3.000 1,137.00 PROGRAM CAS145 PAGE 4 DATE 09/03/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 07:13 AM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 09/03/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 62.000 12,152.00 (BACKING NO. 1, METHOD B) 79 ROCK SLOPE PROTECTION FABRIC M2 2.0000 340.00 143.500 287.00 80 MISCELLANEOUS IRON AND STEEL KG 2.7000 10,789.20 740.000 1,998.00 SF) 81 DELINEATOR (CLASS 1) EA 28.7500 22,137.50 130.000 3,737.50 82 GUARD RAILING DELINEATOR EA 15.2500 3,660.00 230.000 3,507.50 83 OBJECT MARKER EA 30.5000 5,185.00 0.000 0.00 84 METAL BEAM GUARD RAILING (STEEL POST) M 79.7000 104,407.00 531.630 42,370.91 S) 85 DOUBLE METAL BEAM GUARD RAILING M 188.0000 10,152.00 27.700 5,207.60 S) (STEEL POST) 86 METAL BEAM GUARD RAILING M 76.1000 41,855.00 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 14.000 39,760.00 S) 89 TERMINAL SYSTEM (TYPE CAT) EA 3,805.0000 7,610.00 2.000 7,610.00 S) 90 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 510.0000 1,020.00 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 18.000 10,080.00 S) 94 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,380.0000 11,900.00 5.000 11,900.00 S) 95 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,875.0000 65,625.00 14.000 26,250.00 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 79.930 2,437.87 S) 99 THERMOPLASTIC TRAFFIC STRIPE M 0.4600 33,442.00 640.000 294.40 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 5,845.000 2,688.70 S) (BROKEN 10.98 M - 3.66 M) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4600 515.20 91.000 41.86 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 5 DATE 09/03/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 07:13 AM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 09/03/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,672.000 3,378.24 S) 05 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0400 12,994.80 2,201.000 4,490.04 S) 06 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,200.0000 10,200.00 0.880 8,976.00 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 0.760 13,535.60 S) 09 MICROWAVE VEHICLE DETECTION SYSTEM LS 27,750.0000 27,750.00 0.560 15,540.00 S) (LOCATION 1) 10 MICROWAVE VEHICLE DETECTION SYSTEM LS 23,300.0000 23,300.00 0.480 11,184.00 S) (LOCATION 2) 11 MICROWAVE VEHICLE DETECTION SYSTEM LS 27,500.0000 27,500.00 0.030 825.00 S) (LOCATION 3) 12 MICROWAVE VEHICLE DETECTION SYSTEM LS 12,300.0000 12,300.00 0.750 9,225.00 S) (LOCATION 4) 13 MICROWAVE VEHICLE DETECTION SYSTEM LS 29,500.0000 29,500.00 0.460 13,570.00 S) (LOCATION 5) 14 MICROWAVE VEHICLE DETECTION SYSTEM LS 28,365.0000 28,365.00 0.270 7,658.55 S) (LOCATION 6) 15 MICROWAVE VEHICLE DETECTION SYSTEM LS 18,200.0000 18,200.00 0.430 7,826.00 S) (LOCATION 7) 16 MICROWAVE VEHICLE DETECTION SYSTEM LS 25,250.0000 25,250.00 0.530 13,382.50 S) (LOCATION 8) 17 MICROWAVE VEHICLE DETECTION SYSTEM LS 18,100.0000 18,100.00 0.160 2,896.00 S) (LOCATION 9) 18 MICROWAVE VEHICLE DETECTION SYSTEM LS 22,600.0000 22,600.00 0.470 10,622.00 S) (LOCATION 10) 19 MICROWAVE VEHICLE DETECTION SYSTEM LS 21,300.0000 21,300.00 0.100 2,130.00 S) (LOCATION 11) 20 CLOSED CIRCUIT TELEVISION SYSTEM LS 11,185.0000 11,185.00 0.500 5,592.50 S) (LOCATION 1) 21 CLOSED CIRCUIT TELEVISION SYSTEM LS 11,600.0000 11,600.00 0.510 5,916.00 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 0.570 5,625.90 S) (LOCATION 4) 24 CLOSED CIRCUIT TELEVISION SYSTEM LS 10,000.0000 10,000.00 0.570 5,700.00 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 0.120 6,216.00 S) 27 MODIFY LIGHTING AND SIGN ILLUMINATION LS 26,000.0000 26,000.00 0.510 13,260.00 S) PROGRAM CAS145 PAGE 6 DATE 09/03/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 07:13 AM ESTIMATE NO. 12 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 08/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 09/03/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 134,003.80 9,898,343.58 ADJUSTMENT OF COMPENSATION 0.00 244,450.61 EXTRA WORK 34,400.84 603,731.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 168,404.64 10,746,525.56 28 MOBILIZATION LS 340,000.0000 340,000.00 1.000 340,000.00 ORIGINAL CONTRACT AMOUNT 15,261,272.63 TOTAL WORK COMPLETED 168,404.64 11,086,525.56 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -3,940.00 TOTAL 168,404.64 11,082,585.56 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 09/23/09 163 60 0 5 69% 88% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PROGRESS IS SATISFACTORY DANIEL MILLER RESIDENT ENGINEER PROGRAM CAS145 DATE 09/03/09