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 03/24/10 EST. NO.20 TIME 10:45 AM R.E. NAME: SUTTI, RENEE' M. 10-0A8704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 03/24/10 EST. NO.20 TIME 10:45 AM R.E. NAME: SUTTI, RENEE' M. 10-0A8704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ASPHALT PRICE FLUC -50,000.00 15 ASPHALT PRICE FLUC. -355,000.00 16 STEPS FOR DIS -2,500.00 17 0.00 -407,500.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 04 REC'ED PAYROLLS 5,000.00 05 MISSING PAYROLLS -5,000.00 19 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -412,500.00 PROGRAM CAS145 PAGE 1 DATE 03/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0A8704 TIME 10:45 AM ESTIMATE NO. 20 BID OPENING 06/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: SUTTI, RENEE' M. DATE OF THIS ESTIMATE 03/24/10 LOCATION PROGRESS ESTIMATE 10-STA-219-0.1/2.9 ----------------- GEORGE REED INC IN STANISLAUS COUNTY AT SALIDA FROM P O BOX 4760 SOUTHBOUND RAMP INTERSECTION OF MODESTO CA 95352 ROUTE 99/219 SEPARATION TO 0.2 KM WEST OF DALE ROAD FED. AID NO. N O N E WIDEN AND RESURFACE 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 2,500.0000 2,500.00 0.750 1,875.00 02 TIME-RELATED OVERHEAD WDAY 625.0000 218,750.00 211.000 131,875.00 03 TEMPORARY CHAIN LINK FENCE M 55.0000 2,970.00 52.000 2,860.00 S) (TYPE CL - 1.8, SLATTED) 04 CONSTRUCTION SITE MANAGEMENT LS 13,600.0000 13,600.00 0.050 680.00 0.706 9,601.60 05 PREPARE STORM WATER POLLUTION LS 1,525.0000 1,525.00 0.741 1,130.03 PREVENTION PLAN 06 TEMPORARY EROSION CONTROL HA 1,475.0000 8,850.00 0.879 1,296.53 S) 07 TEMPORARY FIBER ROLL M 5.0000 5,000.00 39.600 198.00 510.850 2,554.25 S) 08 TEMPORARY SILT FENCE M 3.7500 20,250.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 550.0000 4,950.00 1.000 550.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 21,000.00 8.000 12,000.00 11 TEMPORARY COVER M2 7.2500 7,250.00 0.000 0.00 12 TEMPORARY DRAINAGE INLET PROTECTION EA 360.0000 12,960.00 32.000 11,520.00 13 STREET SWEEPING LS 77,000.0000 77,000.00 0.690 53,130.00 14 CONSTRUCTION AREA SIGNS LS 18,000.0000 18,000.00 0.014 252.00 0.743 13,374.00 S) 15 TRAFFIC CONTROL SYSTEM LS 161,000.0000 161,000.00 0.650 104,650.00 S) 16 TYPE III BARRICADE EA 66.0000 14,520.00 51.000 3,366.00 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 34.0000 1,938.00 7.800 265.20 359.690 12,229.46 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1500 11,615.00 14,663.250 16,862.74 27,023.750 31,077.31 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 25.5000 21,930.00 526.000 13,413.00 S) 20 TEMPORARY PAVEMENT MARKER EA 4.5500 2,275.00 985.000 4,481.75 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN LS 38,000.0000 38,000.00 0.650 24,700.00 S) 22 TEMPORARY RAILING (TYPE K) M 55.5000 160,395.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 03/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0A8704 TIME 10:45 AM ESTIMATE NO. 20 BID OPENING 06/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: SUTTI, RENEE' M. DATE OF THIS ESTIMATE 03/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 26.5000 2,597.00 0.000 0.00 S) 24 ABANDON CULVERT M 55.5000 2,608.50 0.000 0.00 25 ABANDON DRY WELL EA 615.0000 1,230.00 0.000 0.00 26 REMOVE MARKER EA 1.0500 1.05 0.000 0.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.3000 15,916.00 3,153.000 7,251.90 S) STRIPE 28 REMOVE YELLOW THERMOPLASTIC PAVEMENT M2 16.9500 745.80 22.000 372.90 S) MARKING 29 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.3000 10,994.00 4,722.000 10,860.60 S) 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 17.0000 5,610.00 118.000 2,006.00 S) 31 REMOVE PAVEMENT MARKER EA 1.1500 1,506.50 511.000 587.65 S) 32 REMOVE CHANNELIZERS EA 1.0500 39.90 0.000 0.00 S) 33 REMOVE ROADSIDE SIGN EA 155.0000 2,945.00 0.000 0.00 34 REMOVE SIGN PANEL EA 105.0000 105.00 0.000 0.00 35 REMOVE CULVERT M 60.5000 5,021.50 60.800 3,678.40 36 REMOVE INLET EA 455.0000 3,185.00 6.000 2,730.00 37 REMOVE HEADWALL EA 1,550.0000 3,100.00 3.000 4,650.00 38 RECONSTRUCT CHAIN LINK FENCE M 47.6500 16,201.00 239.000 11,388.35 S) 39 RELOCATE MAILBOX EA 310.0000 2,480.00 0.000 0.00 40 RELOCATE MARKER EA 25.9000 77.70 0.000 0.00 41 RELOCATE ROADSIDE SIGN EA 255.0000 9,945.00 0.000 0.00 42 ADJUST MANHOLE TO GRADE EA 210.0000 5,250.00 2.750 577.50 43 ADJUST VALVE BOX EA 240.0000 7,680.00 0.000 0.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.7000 25,474.00 2,576.500 12,109.55 S) 45 REMOVE CONCRETE M3 65.0000 18,850.00 280.956 18,262.14 46 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 0.940 84,600.00 47 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.750 3,750.00 48 ROADWAY EXCAVATION M3 6.2500 124,375.00 17,687.910 110,549.44 49 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.750 3,750.00 PROGRAM CAS145 PAGE 3 DATE 03/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0A8704 TIME 10:45 AM ESTIMATE NO. 20 BID OPENING 06/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: SUTTI, RENEE' M. DATE OF THIS ESTIMATE 03/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (SLURRY CEMENT) M3 105.0000 1,680.00 2.290 240.45 51 IMPORTED MATERIAL (SHOULDER BACKING) TONN 23.5000 29,845.00 0.000 0.00 52 MULCH M3 155.0000 465.00 0.000 0.00 S) 53 EROSION CONTROL (TYPE D) HA 8,125.0000 38,187.50 2.155 17,509.38 S) 54 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 555.0000 6,105.00 4.000 2,220.00 S) 55 IRRIGATION SYSTEM LS 1,010.0000 1,010.00 0.000 0.00 S) 56 CLASS 2 AGGREGATE BASE M3 39.0000 250,770.00 6,826.390 266,229.21 57 REPLACE ASPHALT CONCRETE SURFACING M3 215.0000 331,100.00 1,337.320 287,523.80 58 ASPHALT CONCRETE (TYPE A) TONN 74.7500 2,436,850.00 25,779.150 1,926,991.46 59 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 118.0000 708,000.00 3,325.140 392,366.52 60 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 73.0000 18,980.00 0.000 0.00 AREA) 61 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 275.0000 5,500.00 0.000 0.00 62 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,365.0000 23,205.00 15.260 20,829.90 63 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 425.0000 63,750.00 148.560 63,138.00 S) PILING (SOUND WALL) 64 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 44,800.00 21.890 35,024.00 F) 65 MINOR CONCRETE (BACKFILL) M3 306.0000 12,852.00 62.750 19,201.50 66 SOUND WALL (MASONRY BLOCK) M2 215.0000 72,670.00 338.000 72,670.00 SF) 67 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 4,420.00 4.050 526.50 (1.6 MM-UNFRAMED) 68 FURNISH SINGLE SHEET ALUMINUM SIGN M2 145.0000 1,595.00 2.240 324.80 (2.0 MM-UNFRAMED) 69 FURNISH SINGLE SHEET ALUMINUM SIGN M2 175.0000 2,625.00 10.020 1,753.50 (1.6 MM-FRAMED) 70 FURNISH SINGLE SHEET ALUMINUM SIGN M2 210.0000 1,029.00 0.000 0.00 (2.0 MM-FRAMED) 71 ROADSIDE SIGN - ONE POST EA 270.0000 16,200.00 0.000 0.00 72 ROADSIDE SIGN - TWO POST EA 515.0000 1,030.00 0.000 0.00 73 450 MM REINFORCED CONCRETE PIPE M 134.0000 138,020.00 1,042.860 139,743.24 (RUBBER GASKET JOINT) 74 200 MM CORRUGATED STEEL PIPE M 802.0000 962.40 0.000 0.00 (2.01 MM THICK) 75 300 MM CORRUGATED STEEL PIPE M 280.0000 5,320.00 13.000 3,640.00 (2.01 MM THICK) 76 900 MM CORRUGATED STEEL PIPE M 860.0000 2,580.00 4.500 3,870.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 4 DATE 03/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0A8704 TIME 10:45 AM ESTIMATE NO. 20 BID OPENING 06/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: SUTTI, RENEE' M. DATE OF THIS ESTIMATE 03/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 1800 MM PERFORATED STEEL PIPE M 1,175.0000 50,525.00 97.100 114,092.50 UNDERDRAIN (3.51 MM THICK) 78 900 MM CORRUGATED STEEL PIPE RISER M 275.0000 2,750.00 13.900 3,822.50 (3.51 MM THICK) 79 STEEL AIR VENT EA 1,005.0000 4,020.00 3.000 3,015.00 80 450 MM CONCRETE FLARED END SECTION EA 1,080.0000 25,920.00 24.000 25,920.00 81 900 MM PRECAST CONCRETE PIPE INLET M 605.0000 13,310.00 19.660 11,894.30 82 MANHOLE (TYPE A) EA 1,420.0000 12,780.00 6.000 8,520.00 S) 83 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 10,600.00 56.050 11,210.00 84 ROCK SLOPE PROTECTION FABRIC M2 11.2500 2,475.00 249.150 2,802.94 85 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 156,000.00 493.672 148,101.60 CONSTRUCTION) 86 MISCELLANEOUS IRON AND STEEL KG 5.0000 23,970.00 3,424.000 17,120.00 SF) 87 MANHOLE FRAME AND COVER EA 615.0000 7,995.00 6.000 3,690.00 S) 88 SURVEY MONUMENT (TYPE D) EA 365.0000 2,555.00 0.000 0.00 89 DELINEATOR (CLASS 1) EA 36.0000 2,340.00 0.000 0.00 90 MILEPOST MARKER EA 41.0000 82.00 0.000 0.00 91 OBJECT MARKER (TYPE K-1) EA 41.0000 205.00 0.000 0.00 92 CONCRETE BARRIER (TYPE 736S) M 490.0000 78,400.00 156.000 76,440.00 93 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 20,000.00 0.000 0.00 S) 94 THERMOPLASTIC TRAFFIC STRIPE M 0.7500 15,150.00 0.000 0.00 S) (SPRAYABLE) 95 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2500 72.00 0.000 0.00 S) 96 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.4000 3,978.00 0.000 0.00 S) 97 EMERGENCY VEHICLE DETECTOR SYSTEM LS 26,000.0000 26,000.00 0.950 24,700.00 S) 98 SIGNAL AND LIGHTING LS 200,000.0000 200,000.00 0.950 190,000.00 S) 99 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 138,000.0000 138,000.00 0.950 131,100.00 S) 00 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 215,000.0000 215,000.00 0.950 204,250.00 S) 01 MODIFY LIGHTING LS 10,500.0000 10,500.00 0.950 9,975.00 S) PROGRAM CAS145 PAGE 5 DATE 03/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0A8704 TIME 10:45 AM ESTIMATE NO. 20 BID OPENING 06/03/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: SUTTI, RENEE' M. DATE OF THIS ESTIMATE 03/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 18,257.94 4,953,264.46 ADJUSTMENT OF COMPENSATION 0.00 80,274.02 EXTRA WORK 0.00 395,385.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 18,257.94 5,428,923.62 02 MOBILIZATION LS 135,000.0000 135,000.00 1.000 135,000.00 ORIGINAL CONTRACT AMOUNT 6,569,393.85 TOTAL WORK COMPLETED 18,257.94 5,563,923.62 MATERIALS ON HAND ON SITE 20,000.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -412,500.00 TOTAL 18,257.94 5,171,423.62 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 07/09/08 350 09/09/08 09/02/08 08/09/10 211 172 -2 0 80% 61% PROGRESS IS SATISFACTORY CCO SUTTI, RENEE' M. RESIDENT ENGINEER PROGRAM CAS145 DATE 03/24/10