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 04/22/11 EST. NO.10 TIME 07:24 AM R.E. NAME: MARK MENGONI 06-447704 --------------------------------------------------------------------------- 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 04/22/11 EST. NO.10 TIME 07:24 AM R.E. NAME: MARK MENGONI 06-447704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED AB -1,125.00 03 FAILED GRADATION -176.00 03 MISS COC S -50,000.00 04 MISS CEM 4401 -10,000.00 07 MISS SWPPP INSPECT -25,000.00 08 MISS SWPPP INSPECT 25,000.00 09 MISS SWPPP INSPECTIO -10,000.00 10 RECD CEM 4401 10,000.00 10 0.00 -61,301.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 04 RECD PYRL #4 10,000.00 05 MISS PYRL -10,000.00 06 RECD PYRL #6 10,000.00 07 MISS PYRL -5,000.00 09 RECD PYRL #9 5,000.00 10 5,000.00 0.00 TOTAL DEDUCTIONS 5,000.00 -61,301.00 PROGRAM CAS145 PAGE 1 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-447704 TIME 07:24 AM ESTIMATE NO. 10 BID OPENING 03/09/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 04/22/11 LOCATION PROGRESS ESTIMATE 06-FRE-41-R29.8/R30.4 ----------------- VIKING CO. IN FRESNO COUNTY FROM 0.3 MI NORTH P O BOX OF BULLARD AVENUE OVERCROSSING TO RANCHO CARDOVA CA 95741 HERNDON AVENUE UNDERCROSSING FED. AID NO. NH-P041(114)E WIDEN OFF RAMP ------------------------------------------------------------------------------------------------------------------------------------ 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 0.0000 0.00 0.000 0.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 2.000 500.00 03 TEMPORARY FENCE (TYPE ESA) LF 3.0000 14,220.00 4,489.000 13,467.00 04 CONSTRUCTION SITE MANAGEMENT LS 2,500.0000 2,500.00 0.110 275.00 0.910 2,275.00 05 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.044 220.00 0.864 4,320.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 3.0000 21,840.00 5,882.000 17,646.00 07 TEMPORARY SILT FENCE LF 4.0000 2,480.00 658.000 2,632.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 7,500.00 2.000 5,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 9,000.00 0.250 750.00 2.750 8,250.00 10 TEMPORARY COVER SQYD 1.5000 9,000.00 1,883.000 2,824.50 11 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 2,850.00 12.000 1,800.00 12 STREET SWEEPING LS 5,000.0000 5,000.00 0.110 550.00 0.910 4,550.00 13 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.033 165.00 0.873 4,365.00 14 TRAFFIC CONTROL SYSTEM LS 15,000.0000 15,000.00 0.110 1,650.00 0.910 13,650.00 15 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.0000 11,900.00 3,586.000 3,586.00 16 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,850.00 14.000 700.00 17 TEMPORARY PAVEMENT MARKER EA 5.0000 1,100.00 73.000 365.00 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.110 550.00 0.910 4,550.00 19 TEMPORARY RAILING (TYPE K) LF 15.0000 80,400.00 3,380.000 50,700.00 20 TEMPORARY CRASH CUSHION MODULE EA 150.0000 6,300.00 34.000 5,100.00 21 REMOVE CHAIN LINK FENCE LF 100.0000 1,800.00 0.000 0.00 22 REMOVE IRRIGATION FACILITY LS 15,000.0000 15,000.00 1.000 15,000.00 PROGRAM CAS145 PAGE 2 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-447704 TIME 07:24 AM ESTIMATE NO. 10 BID OPENING 03/09/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 6.0000 6,000.00 722.000 4,332.00 STRIPE 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,450.00 3,449.000 3,449.00 25 REMOVE PAVEMENT MARKER EA 1.0000 210.00 102.000 102.00 26 REMOVE ROADSIDE SIGN EA 250.0000 1,000.00 0.000 0.00 27 REMOVE SIGN STRUCTURE EA 5,000.0000 10,000.00 1.000 5,000.00 28 REMOVE INLET EA 500.0000 3,500.00 4.000 2,000.00 6.000 3,000.00 29 RESET ROADSIDE SIGN EA 350.0000 2,800.00 2.000 700.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 18,650.00 3,805.000 19,025.00 31 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 32 ROADWAY EXCAVATION CY 12.0000 123,600.00 876.000 10,512.00 8,752.000 105,024.00 33 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 34 STRUCTURE EXCAVATION (RETAINING WALL) CY 45.0000 190,350.00 4,230.000 190,350.00 35 STRUCTURE EXCAVATION (TIEBACK WALL) CY 40.0000 5,000.00 62.500 2,500.00 F) 36 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 91,500.00 2,761.000 69,025.00 3,660.000 91,500.00 37 STRUCTURE BACKFILL (TIEBACK WALL) CY 100.0000 900.00 0.000 0.00 F) 38 GRAVEL MULCH CY 100.0000 2,400.00 0.000 0.00 39 PRUNE EXISTING PLANTS LS 5,000.0000 5,000.00 1.000 5,000.00 40 EROSION CONTROL (TYPE D) ACRE 3,000.0000 12,600.00 0.000 0.00 41 EXTEND 8" CONDUIT LF 50.0000 7,000.00 29.000 1,450.00 42 CLASS 2 AGGREGATE BASE CY 35.0000 101,500.00 1,748.000 61,180.00 43 ASPHALT TREATED PERMEABLE BASE CY 175.0000 105,000.00 0.000 0.00 44 HOT MIX ASPHALT (TYPE A) TON 85.0000 450,500.00 2,091.540 177,780.90 45 DATA CORE LS 1,000.0000 1,000.00 0.300 300.00 46 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 4,050.00 0.000 0.00 47 PLACE HOT MIX ASPHALT SQYD 50.0000 6,000.00 106.700 5,335.00 (MISCELLANEOUS AREA) 48 TACK COAT TON 1.5000 19.50 0.250 0.38 49 TIEBACK ANCHOR EA 2,000.0000 68,000.00 17.000 34,000.00 17.000 34,000.00 PROGRAM CAS145 PAGE 3 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-447704 TIME 07:24 AM ESTIMATE NO. 10 BID OPENING 03/09/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURAL CONCRETE, RETAINING WALL CY 382.0000 480,938.00 1,233.500 471,197.00 F) 51 STRUCTURAL CONCRETE, TIEBACK WALL CY 800.0000 31,200.00 0.000 0.00 F) 52 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 27,600.00 23.100 27,720.00 30.700 36,840.00 F) 53 MINOR CONCRETE (PARAPET WALL) CY 1,000.0000 3,000.00 0.000 0.00 54 MINOR CONCRETE (BACKFILL) CY 150.0000 22,500.00 83.500 12,525.00 90.400 13,560.00 55 ARCHITECTURAL TEXTURE SQFT 5.0000 58,500.00 10,900.000 54,500.00 56 ANTI-GRAFFITI COATING SQFT 0.6000 14,940.00 0.000 0.00 57 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 146,618.00 146,618.000 146,618.00 F) 58 BAR REINFORCING STEEL, RETAINING WALL LB 1.0000 11,260.00 10,134.000 10,134.00 F) (TIEBACK WALL) 59 SHOTCRETE CY 500.0000 29,000.00 30.000 15,000.00 F) 60 FURNISH SIGN STRUCTURE (TUBULAR) LB 3.2500 45,964.75 0.000 0.00 F) 61 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.2500 3,535.75 0.000 0.00 F) 62 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 26,100.00 0.000 0.00 F) 63 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 3,480.00 0.000 0.00 F) 64 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 21.0000 3,150.00 0.000 0.00 65 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 100.0000 5,500.00 0.000 0.00 (0.063"-UNFRAMED) 66 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 192.00 0.000 0.00 (0.080"-UNFRAMED) 67 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 252.00 0.000 0.00 (0.063"-FRAMED) 68 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 550.0000 39,600.00 71.200 39,160.00 (SIGN FOUNDATION) 69 ROADSIDE SIGN - ONE POST EA 250.0000 1,750.00 0.000 0.00 70 ROADSIDE SIGN - TWO POST EA 400.0000 400.00 0.000 0.00 71 18" REINFORCED CONCRETE PIPE (CLASS V) LF 90.0000 39,600.00 221.700 19,953.00 409.350 36,841.50 72 3" PLASTIC PIPE (EDGE DRAIN) LF 10.0000 20,000.00 0.000 0.00 73 SLOPE PAVING (CONCRETE) CY 2,500.0000 5,000.00 0.000 0.00 F) 74 MINOR CONCRETE (CURB AND GUTTER) CY 750.0000 5,250.00 8.300 6,225.00 75 MINOR CONCRETE (GUTTER) LF 28.0000 47,040.00 125.000 3,500.00 76 MISCELLANEOUS IRON AND STEEL LB 1.0000 4,779.00 3,496.000 3,496.00 4,713.000 4,713.00 F) PROGRAM CAS145 PAGE 4 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-447704 TIME 07:24 AM ESTIMATE NO. 10 BID OPENING 03/09/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 6' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 3,000.00 0.000 0.00 78 DELINEATOR (CLASS 1) EA 30.0000 270.00 0.000 0.00 79 CABLE RAILING LF 9.0000 15,210.00 0.000 0.00 80 ALTERNATIVE CRASH CUSHION SYSTEM EA 18,000.0000 18,000.00 1.000 18,000.00 81 CONCRETE BARRIER (TYPE 60) LF 55.0000 12,650.00 215.000 11,825.00 82 CONCRETE BARRIER (TYPE 60C) LF 140.0000 39,200.00 280.000 39,200.00 83 CONCRETE BARRIER (TYPE 60D) LF 50.0000 84,000.00 0.000 0.00 84 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 150.0000 40,500.00 295.000 44,250.00 85 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,240.00 0.000 0.00 86 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,780.00 0.000 0.00 87 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,340.00 0.000 0.00 (BROKEN 12-3) 88 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 3,600.00 897.000 3,588.00 897.000 3,588.00 89 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 91.00 0.000 0.00 (BROKEN 6-1) 90 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,395.00 0.000 0.00 (BROKEN 36-12) 91 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,095.00 0.000 0.00 (BROKEN 17-7) 92 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 1,950.00 150.000 750.00 150.000 750.00 93 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 94 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 0.055 550.00 0.215 2,150.00 95 COMMUNICATION CONDUIT LS 100,000.0000 100,000.00 0.121 12,100.00 0.918 91,800.00 96 MODIFY TRAFFIC MONITORING STATION LS 7,500.0000 7,500.00 0.000 0.00 97 MODIFY SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 0.861 60,270.00 98 MODIFY LIGHTING AND SIGN ILLUMINATION LS 35,000.0000 35,000.00 0.115 4,025.00 0.805 28,175.00 PROGRAM CAS145 PAGE 5 DATE 04/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-447704 TIME 07:24 AM ESTIMATE NO. 10 BID OPENING 03/09/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 04/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 204,404.00 2,062,105.28 ADJUSTMENT OF COMPENSATION 0.00 1,802.08 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 204,404.00 2,063,907.36 99 MOBILIZATION LS 325,000.0000 325,000.00 1.000 325,000.00 ORIGINAL CONTRACT AMOUNT 3,349,240.00 TOTAL WORK COMPLETED 204,404.00 2,388,907.36 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -61,301.00 TOTAL 209,404.00 2,327,606.36 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 04/21/10 200 06/29/10 06/29/10 05/16/11 182 7 0 0 70% 91% PROGRESS UNSATISFACTORY MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/11