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 05/21/09 EST. NO.08 TIME 09:47 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 --------------------------------------------------------------------------- 001 0026-1 -193.73 E.W. @ F.A.(+) 011609 N 54 0 DAO CORRECTING ENTRY 0026-2 189.91 011609 N 54 0 DAO CORRECTING ENTRY 0033-1 -174.63 011609 N 70 0 DAO CORRECTING ENTRY 0044 424.41 031609 N 141.00 0045 110.00 031709 N 135.00 0046 143.57 031709 N 142.00 0047 305.53 031809 N 143.00 0048 172.29 031909 N 144.00 0050 275.66 032409 N 149.00 0051 305.85 032409 N 148.00 0052 380.97 033109 N 687970 0053 576.74 040209 N 691830 0054 1,131.31 031909 N 0171.0 0055 636.05 032509 N 0172.0 0056 250.63 032609 N 0173.0 0057 359.56 033009 N 0174.0 0058 248.42 033009 N 0175.0 0059 318.03 033109 N 0176.0 0060 286.82 033109 N 0177.0 0061 362.63 040109 N 0178.0 0062 286.49 040209 N 0179.0 0063 318.03 040109 N 0180.0 0064 94.84 032909 N 0188.0 0066 464.39 041009 N 0209.0 002 0009 933.75 E.W. @ F.A.(+) 120908 N 2L 0 0012 736.87 012009 N 6L 0 0013 540.99 121108 N 3L 0 0020 396.83 012009 N 6LB 0 003 0024 473.78 E.W. @ F.A.(+) 012009 N 93.0 0 0029 1,007.06 031709 N 131.00 0030 1,328.40 031809 N 132.00 004 0017 1,239.38 E.W. @ F.A.(+) 031709 N 3500 0 005 0033 3,316.54 E.W. @ F.A.(+) 030909 N 124.00 0036 1,458.81 031209 N 129.00 0037 3,185.94 031809 N 133.00 0038 431.52 022009 N 104.00 0039 2,435.66 031009 N 136.00 0040 4,975.59 031009 N 137.00 0041 2,751.04 031109 N 138.00 0042 3,738.09 031909 N 134.00 007 0004 4,410.00 E.W. @ L.S.(+) 022509 N 127.00 008 0001 1,181.52 E.W. @ F.A.(+) 120408 N 0027.0 010 0007 1,390.38 E.W. @ F.A.(+) 031309 N 140.00 0008 469.72 032009 N 145.00 011 0001 705.17 E.W. @ F.A.(+) 031209 N 128.00 0002 235.06 031309 N 130.00 44,615.87 TOTAL THIS ESTIMATE 117,089.64 TOTAL PREVIOUS ESTIMATE 161,705.51 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 05/21/09 EST. NO.08 TIME 09:47 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 -10,000.00 -10,000.00 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. 035 -3,500.00 02 -50.00 -3,770.00 TOTAL DEDUCTIONS -10,050.00 -13,770.00 PROGRAM CAS145 PAGE 1 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 09:47 AM ESTIMATE NO. 08 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 05/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 05/21/09 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 0.100 550.00 0.540 2,970.00 02 TIME-RELATED OVERHEAD WDAY 1,100.0000 198,000.00 17.000 18,700.00 98.000 107,800.00 03 CONSTRUCTION SITE MANAGEMENT LS 13,000.0000 13,000.00 0.100 1,300.00 0.540 7,020.00 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 7,950.00 371.700 5,575.50 06 TEMPORARY SILT FENCE M 6.7500 3,240.00 70.000 472.50 70.000 472.50 07 TEMPORARY GRAVEL BAG BERM M 100.0000 10,000.00 40.000 4,000.00 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 20.000 17,400.00 11 STREET SWEEPING LS 95,000.0000 95,000.00 0.100 9,500.00 0.540 51,300.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 9,400.0000 9,400.00 0.540 5,076.00 0.540 5,076.00 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 0.100 41,283.00 0.540 222,928.20 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 67,000.0000 67,000.00 0.100 6,700.00 0.540 36,180.00 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 34.290 908.69 445.490 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 7,474.170 28,028.14 7,474.170 28,028.14 20 REMOVE CULVERT M 72.0000 13,680.00 11.500 828.00 96.150 6,922.80 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 2.000 1,156.00 17.000 9,826.00 PROGRAM CAS145 PAGE 2 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 09:47 AM ESTIMATE NO. 08 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 05/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 26.670 1,480.19 76.270 4,232.99 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 3,552.000 5,683.20 13,812.000 22,099.20 S) 31 CLEARING AND GRUBBING LS 26,000.0000 26,000.00 0.170 4,420.00 0.540 14,040.00 32 ROADWAY EXCAVATION M3 52.2500 512,050.00 1,724.600 90,110.35 6,076.200 317,481.45 33 ROADWAY EXCAVATION M3 117.0000 28,080.00 240.000 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 0.100 200.00 0.540 1,080.00 (NATURALLY OCCURRING ASBESTOS) 37 SAMPLING AND ANALYSIS PLAN LS 2,000.0000 2,000.00 0.100 200.00 0.540 1,080.00 (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 0.140 57,176.00 0.540 220,536.00 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 1,300.000 79,625.00 4,795.000 293,693.75 48 ASPHALT CONCRETE TONN 96.0000 9,072,000.00 1,785.190 171,378.24 6,286.500 603,504.00 49 PAVING ASPHALT TONN 673.0000 121,140.00 0.000 0.00 (BINDER-PAVEMENT REINFORCING FABRIC) PROGRAM CAS145 PAGE 3 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 09:47 AM ESTIMATE NO. 08 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 05/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.540 46.91 291.840 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 6.930 4,663.89 15.370 10,344.01 58 MINOR CONCRETE (MINOR STRUCTURE) M3 3,275.0000 109,057.50 0.690 2,259.75 15.580 51,024.50 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 71,370.00 131.300 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 1.000 379.00 3.000 1,137.00 PROGRAM CAS145 PAGE 4 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 09:47 AM ESTIMATE NO. 08 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 05/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 49.000 9,604.00 (BACKING NO. 1, METHOD B) 79 ROCK SLOPE PROTECTION FABRIC M2 2.0000 340.00 19.000 38.00 112.500 225.00 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 29.000 833.75 82 GUARD RAILING DELINEATOR EA 15.2500 3,660.00 30.000 457.50 69.000 1,052.25 83 OBJECT MARKER EA 30.5000 5,185.00 0.000 0.00 84 METAL BEAM GUARD RAILING (STEEL POST) M 79.7000 104,407.00 110.490 8,806.05 274.530 21,880.04 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 4.000 11,360.00 7.000 19,880.00 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 2.000 1,120.00 S) 94 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,380.0000 11,900.00 1.000 2,380.00 3.000 7,140.00 S) 95 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,875.0000 65,625.00 2.000 3,750.00 5.000 9,375.00 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 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 09:47 AM ESTIMATE NO. 08 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 05/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.100 1,020.00 0.540 5,508.00 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 0.340 9,435.00 0.340 9,435.00 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 0.020 550.00 0.020 550.00 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 0.060 1,701.90 0.060 1,701.90 S) (LOCATION 6) 15 MICROWAVE VEHICLE DETECTION SYSTEM LS 18,200.0000 18,200.00 0.300 5,460.00 S) (LOCATION 7) 16 MICROWAVE VEHICLE DETECTION SYSTEM LS 25,250.0000 25,250.00 0.300 7,575.00 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 0.300 6,780.00 S) (LOCATION 10) 19 MICROWAVE VEHICLE DETECTION SYSTEM LS 21,300.0000 21,300.00 0.100 2,130.00 0.100 2,130.00 S) (LOCATION 11) 20 CLOSED CIRCUIT TELEVISION SYSTEM LS 11,185.0000 11,185.00 0.140 1,565.90 0.140 1,565.90 S) (LOCATION 1) 21 CLOSED CIRCUIT TELEVISION SYSTEM LS 11,600.0000 11,600.00 0.130 1,508.00 0.130 1,508.00 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 0.150 1,500.00 0.150 1,500.00 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 0.090 4,662.00 0.090 4,662.00 S) 27 MODIFY LIGHTING AND SIGN ILLUMINATION LS 26,000.0000 26,000.00 0.090 2,340.00 0.220 5,720.00 S) PROGRAM CAS145 PAGE 6 DATE 05/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0H1904 TIME 09:47 AM ESTIMATE NO. 08 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 05/20/09 R.E. NAME: DANIEL MILLER DATE OF THIS ESTIMATE 05/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 632,181.21 2,406,623.43 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 44,615.87 161,705.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 676,797.08 2,568,328.94 28 MOBILIZATION LS 340,000.0000 340,000.00 0.750 255,000.00 ORIGINAL CONTRACT AMOUNT 15,261,272.63 TOTAL WORK COMPLETED 676,797.08 2,823,328.94 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,050.00 -13,770.00 TOTAL 666,747.08 2,809,558.94 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 09/15/09 98 59 0 0 18% 54% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY DANIEL MILLER RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 05/21/09