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 06/15/09 EST. NO.09 TIME 01:13 PM 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 --------------------------------------------------------------------------- 003 0031 6,508.05 E.W. @ F.A.(+) 031209 N 139.00 0037 503.90 040809 N 0196.0 004 0019 4,886.53 E.W. @ F.A.(+) 033009 N 330009 0020 2,633.18 032709 N 3474 0 0021 1,932.75 040309 N 0186.0 0022 708.77 041409 N 090414 0023 1,036.61 042009 N 090420 0024 2,365.09 042209 N 090422 0025 3,413.60 042309 N 090423 0026 2,953.25 042709 N 090427 0027 2,174.07 042809 N 090428 0028 2,379.99 042909 N 090429 0029 2,714.37 042109 N 090421 0030 816.06 050109 N 090501 0031 2,229.44 043009 N 090430 005 0044 229.25 E.W. @ F.A.(+) 033109 N 0189.0 0050 2,857.58 040309 N 0195.0 0051 337.24 040809 N 0197.0 0053 832.58 032509 N 0203.0 0054 2,770.25 040909 N 0206.0 0055 388.09 041309 N 0208.0 0056 3,370.02 041609 N 0214.0 0057 4,818.68 041709 N 0215.0 0058 2,388.96 042209 N 0217.0 0062 3,905.52 041509 N 0212.0 0063 2,292.47 042109 N 0216.0 0064 735.96 042409 N 0220.0 006 0002 2,024.55 E.W. @ F.A.(+) 050809 N 96.1 0 010 0010 64,568.04 A.C. @ U.P.(+) 060509 Y 10A/C1 011 0005 96,595.98 A.C. @ U.P.(+) 060509 Y 11AC10 012 0010 15,793.58 A.C. @ U.P.(+) 060509 Y 12AC10 015 0001 3,191.29 E.W. @ F.A.(+) 032609 N 3473 0 0003 4,307.06 040209 N 0166.0 0004 2,147.80 040309 N 0167.0 0005 495.80 040809 N 0168.0 0007 719.11 040209 N 0170.0 0008 360.13 041409 N 0200.0 0010 4,378.05 032309 N 0146.0 0011 172.11 032409 N 0150.0 0012 172.11 032509 N 0151.0 0015 578.17 032909 N 0154.0 0016 6,401.96 033009 N 0155.0 0017 920.58 033009 N 0156.0 0018 821.15 033109 N 0157.0 0019 3,765.96 033109 N 0158.0 0020 6,689.98 033109 N 0159.0 0022 4,878.50 040109 N 0160.0 0023 2,704.89 040109 N 0162.0 0024 6,104.84 040209 N 0164.0 0025 4,227.79 040209 N 0165.0 0026 1,430.02 042909 N 0211.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/15/09 EST. NO.09 TIME 01:13 PM 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 --------------------------------------------------------------------------- 0029 62,085.62 E.W. @ U.P (+) 061209 N 15A/C1 016 0001 2,001.24 E.W. @ F.A.(+) 040809 N 0198.0 0003 112.41 041309 N 0207.0 0004 463.71 041509 N 0213.0 0005 7,476.67 041409 N 0210.0 367,771.36 TOTAL THIS ESTIMATE 161,705.51 TOTAL PREVIOUS ESTIMATE 529,476.87 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 06/15/09 EST. NO.09 TIME 01:13 PM 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 10,000.00 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. 035 -3,500.00 02 -55.00 -3,825.00 TOTAL DEDUCTIONS 9,945.00 -3,825.00 PROGRAM CAS145 PAGE 1 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 01:13 PM ESTIMATE NO. 09 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 06/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 06/15/09 LOCATION 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 0.110 605.00 0.650 3,575.00 02 TIME-RELATED OVERHEAD WDAY 1,100.0000 198,000.00 21.000 23,100.00 119.000 130,900.00 03 CONSTRUCTION SITE MANAGEMENT LS 13,000.0000 13,000.00 0.110 1,430.00 0.650 8,450.00 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 10.000 150.00 381.700 5,725.50 06 TEMPORARY SILT FENCE M 6.7500 3,240.00 10.000 67.50 80.000 540.00 07 TEMPORARY GRAVEL BAG BERM M 100.0000 10,000.00 10.000 1,000.00 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 0.110 10,450.00 0.650 61,750.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 9,400.0000 9,400.00 0.110 1,034.00 0.650 6,110.00 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 0.110 45,411.30 0.650 268,339.50 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 67,000.0000 67,000.00 0.110 7,370.00 0.650 43,550.00 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 34,185.00 445.490 11,805.49 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 1,977.550 7,415.81 9,451.720 35,443.95 20 REMOVE CULVERT M 72.0000 13,680.00 47.500 3,420.00 143.650 10,342.80 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 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 01:13 PM ESTIMATE NO. 09 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 06/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 231,435.00 800.110 44,406.11 876.380 48,639.09 S) (STEEL POST) 24 RELOCATE ROADSIDE SIGN EA 152.0000 12,160.00 30.000 4,560.00 30.000 4,560.00 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 50.000 51,050.00 29 CLEANING, PREPARATION OF EXISTING PIPE, M 275.0000 13,750.00 50.000 13,750.00 50.000 13,750.00 AND PRELIMINARY INSPECTION 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 518,400.00 166,241.700 265,986.72 180,053.700 288,085.92 S) 31 CLEARING AND GRUBBING LS 26,000.0000 26,000.00 0.060 1,560.00 0.600 15,600.00 32 ROADWAY EXCAVATION M3 52.2500 512,050.00 40.200 2,100.45 6,116.400 319,581.90 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 0.110 220.00 0.650 1,300.00 (NATURALLY OCCURRING ASBESTOS) 37 SAMPLING AND ANALYSIS PLAN LS 2,000.0000 2,000.00 0.110 220.00 0.650 1,300.00 (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 0.210 85,764.00 0.750 306,300.00 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 4,795.000 293,693.75 48 ASPHALT CONCRETE TONN 96.0000 9,072,000.00 10,907.470 1,047,117.12 17,193.970 1,650,621.12 49 PAVING ASPHALT TONN 673.0000 121,140.00 0.000 0.00 (BINDER-PAVEMENT REINFORCING FABRIC) PROGRAM CAS145 PAGE 3 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 01:13 PM ESTIMATE NO. 09 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 06/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 23,850.00 291.840 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 20.000 13,460.00 35.370 23,804.01 58 MINOR CONCRETE (MINOR STRUCTURE) M3 3,275.0000 109,057.50 0.690 2,259.75 16.270 53,284.25 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 47.500 16,245.00 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 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 3.000 1,137.00 PROGRAM CAS145 PAGE 4 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 01:13 PM ESTIMATE NO. 09 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 06/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 49.000 9,604.00 (BACKING NO. 1, METHOD B) 79 ROCK SLOPE PROTECTION FABRIC M2 2.0000 340.00 112.500 225.00 80 MISCELLANEOUS IRON AND STEEL KG 2.7000 10,789.20 444.000 1,198.80 SF) 81 DELINEATOR (CLASS 1) EA 28.7500 22,137.50 74.000 2,127.50 103.000 2,961.25 82 GUARD RAILING DELINEATOR EA 15.2500 3,660.00 84.000 1,281.00 153.000 2,333.25 83 OBJECT MARKER EA 30.5000 5,185.00 0.000 0.00 84 METAL BEAM GUARD RAILING (STEEL POST) M 79.7000 104,407.00 154.300 12,297.71 428.830 34,177.75 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 3.000 8,520.00 10.000 28,400.00 S) 89 TERMINAL SYSTEM (TYPE CAT) EA 3,805.0000 7,610.00 1.000 3,805.00 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 3.000 1,680.00 5.000 2,800.00 S) 94 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,380.0000 11,900.00 1.000 2,380.00 4.000 9,520.00 S) 95 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,875.0000 65,625.00 2.000 3,750.00 7.000 13,125.00 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 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 01:13 PM ESTIMATE NO. 09 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 06/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.110 1,122.00 0.650 6,630.00 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 0.030 534.30 0.030 534.30 S) 09 MICROWAVE VEHICLE DETECTION SYSTEM LS 27,750.0000 27,750.00 0.220 6,105.00 0.560 15,540.00 S) (LOCATION 1) 10 MICROWAVE VEHICLE DETECTION SYSTEM LS 23,300.0000 23,300.00 0.110 2,563.00 0.410 9,553.00 S) (LOCATION 2) 11 MICROWAVE VEHICLE DETECTION SYSTEM LS 27,500.0000 27,500.00 0.010 275.00 0.030 825.00 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 0.400 11,800.00 0.460 13,570.00 S) (LOCATION 5) 14 MICROWAVE VEHICLE DETECTION SYSTEM LS 28,365.0000 28,365.00 0.210 5,956.65 0.270 7,658.55 S) (LOCATION 6) 15 MICROWAVE VEHICLE DETECTION SYSTEM LS 18,200.0000 18,200.00 0.130 2,366.00 0.430 7,826.00 S) (LOCATION 7) 16 MICROWAVE VEHICLE DETECTION SYSTEM LS 25,250.0000 25,250.00 0.230 5,807.50 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 0.160 2,896.00 S) (LOCATION 9) 18 MICROWAVE VEHICLE DETECTION SYSTEM LS 22,600.0000 22,600.00 0.170 3,842.00 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 0.360 4,026.60 0.500 5,592.50 S) (LOCATION 1) 21 CLOSED CIRCUIT TELEVISION SYSTEM LS 11,600.0000 11,600.00 0.380 4,408.00 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 0.570 5,625.90 S) (LOCATION 4) 24 CLOSED CIRCUIT TELEVISION SYSTEM LS 10,000.0000 10,000.00 0.420 4,200.00 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 0.030 1,554.00 0.120 6,216.00 S) 27 MODIFY LIGHTING AND SIGN ILLUMINATION LS 26,000.0000 26,000.00 0.290 7,540.00 0.510 13,260.00 S) PROGRAM CAS145 PAGE 6 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 01:13 PM ESTIMATE NO. 09 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 06/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,752,810.92 4,159,434.34 ADJUSTMENT OF COMPENSATION 176,957.60 176,957.60 EXTRA WORK 190,813.76 352,519.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,120,582.28 4,688,911.21 28 MOBILIZATION LS 340,000.0000 340,000.00 0.200 68,000.00 0.950 323,000.00 ORIGINAL CONTRACT AMOUNT 15,261,272.63 TOTAL WORK COMPLETED 2,188,582.28 5,011,911.21 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 9,945.00 -3,825.00 TOTAL 2,198,527.28 5,008,086.21 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 09/17/09 119 59 0 2 32% 65% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY DANIEL MILLER RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 06/15/09