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 12/21/10 EST. NO.28 TIME 07:57 AM R.E. NAME: IRA, ALFRED 07-1189G4 --------------------------------------------------------------------------- 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 12/21/10 EST. NO.28 TIME 07:57 AM R.E. NAME: IRA, ALFRED 07-1189G4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION INADEQUATE PAYROLLS -1,000.00 26 INADEQUATE PAYROLLS 1,000.00 27 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1189G4 TIME 07:57 AM ESTIMATE NO. 28 BID OPENING 07/31/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 12/21/10 LOCATION PROGRESS ESTIMATE 07-VEN-150-18.8/18.8 ----------------- CA RASSMUSSEN, INC. IN VENTURA COUNTY IN OJAI AT SAN 28548 LIVINGSTON AVENUE ANTONIO CREEK BRIDGE VALENCIA CA 91355 FED. AID NO. ACST-P150(25)E ,P-P150(25)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) LF 4.0000 4,560.00 933.000 3,732.00 02 NATIVE AMERICAN MONITOR LS 10,000.0000 10,000.00 1.000 10,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 S) PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 4.0000 2,000.00 500.000 2,000.00 06 TEMPORARY SILT FENCE LF 5.0000 5,700.00 310.000 1,550.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 7,000.00 5.000 17,500.00 08 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 6,000.0000 6,000.00 1.000 6,000.00 10 TEMPORARY SOIL BINDER SQYD 1.5000 1,800.00 0.000 0.00 S) 11 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.750 7,500.00 S) 12 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 S) 13 TYPE III BARRICADE EA 100.0000 400.00 4.000 400.00 S) 14 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 144.00 26.000 156.00 S) 15 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.3000 3,795.00 2,257.000 5,191.10 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,170.00 39.000 1,170.00 S) 17 TEMPORARY RAILING (TYPE K) LF 30.0000 21,900.00 1,065.000 31,950.00 S) 18 TEMPORARY CRASH CUSHION MODULE EA 220.0000 9,680.00 55.000 12,100.00 S) 19 REMOVE METAL BEAM GUARD RAILING LF 10.0000 6,800.00 680.000 6,800.00 S) 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 2,010.00 908.000 908.00 S) STRIPE 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,010.00 1,014.000 1,014.00 S) 22 REMOVE PAVEMENT MARKER EA 1.0000 70.00 69.000 69.00 S) PROGRAM CAS145 PAGE 2 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1189G4 TIME 07:57 AM ESTIMATE NO. 28 BID OPENING 07/31/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 70.0000 420.00 6.000 420.00 24 REMOVE PIPE LF 50.0000 1,000.00 20.000 1,000.00 25 REMOVE DETOUR ROADWAY LS 50,000.0000 50,000.00 1.000 50,000.00 26 RESET CULVERT MARKER EA 15.0000 60.00 4.000 60.00 27 ADJUST MANHOLE TO GRADE EA 500.0000 500.00 2.000 1,000.00 28 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 7,920.00 936.000 5,616.00 S) 29 REMOVE CONCRETE CY 200.0000 1,400.00 7.000 1,400.00 30 BRIDGE REMOVAL LS 45,000.0000 45,000.00 1.000 45,000.00 31 BRIDGE REMOVAL (PORTION) LS 10,000.0000 10,000.00 1.000 10,000.00 32 CLEARING AND GRUBBING LS 17,000.0000 17,000.00 1.000 17,000.00 33 ROADWAY EXCAVATION CY 27.0000 70,200.00 2,600.000 70,200.00 34 ROADWAY EXCAVATION (TYPE Z-2) CY 130.0000 7,800.00 30.000 3,900.00 (AERIALLY DEPOSITED LEAD) 35 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 36 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 37 ASBESTOS ABATEMENT WORKPLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 38 STRUCTURE EXCAVATION (BRIDGE) CY 40.0000 10,600.00 265.000 10,600.00 F) 39 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 17,760.00 592.000 17,760.00 F) 40 STRUCTURE BACKFILL (BRIDGE) CY 140.0000 25,060.00 179.000 25,060.00 F) 41 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 25,280.00 632.000 25,280.00 F) 42 HIGHWAY PLANTING LS 1,500.0000 1,500.00 1.000 1,500.00 S) 43 EROSION CONTROL (TYPE BFM) SQYD 2.0000 2,580.00 1,290.000 2,580.00 S) 44 PLANT (GROUP W) EA 11.0000 6,930.00 630.000 6,930.00 S) 45 PLANT ESTABLISHMENT WORK LS 10,500.0000 10,500.00 0.080 840.00 0.910 9,555.00 S) 46 TEMPORARY IRRIGATION SYSTEM LS 800.0000 800.00 0.080 64.00 0.910 728.00 S) 47 CLASS 3 AGGREGATE BASE CY 90.0000 18,900.00 284.400 25,596.00 48 LEAN CONCRETE BASE CY 180.0000 41,400.00 195.660 35,218.80 49 HOT MIX ASPHALT (TYPE B) TON 167.0000 135,270.00 804.460 134,344.82 PROGRAM CAS145 PAGE 3 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1189G4 TIME 07:57 AM ESTIMATE NO. 28 BID OPENING 07/31/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 400.0000 72,000.00 158.000 63,200.00 51 CONCRETE PAVEMENT CY 230.0000 62,100.00 306.000 70,380.00 52 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 540.0000 194,400.00 360.000 194,400.00 S) 53 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,050.0000 147,000.00 140.000 147,000.00 S) 54 STRUCTURAL CONCRETE, BRIDGE CY 780.0000 444,600.00 570.000 444,600.00 F) 55 STRUCTURAL CONCRETE, RETAINING WALL CY 630.0000 33,390.00 53.000 33,390.00 F) 56 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 36,000.00 36.000 36,000.00 F) (TYPE EQ) 57 CLASS 2 CONCRETE (RETAINING WALL) CY 630.0000 91,980.00 146.000 91,980.00 F) 58 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 54,600.00 45.500 54,600.00 F) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 29,100.0000 349,200.00 12.000 349,200.00 S) BULB-TEE GIRDER (90'-100') 60 ERECT PRECAST PRESTRESSED CONCRETE EA 6,000.0000 72,000.00 12.000 72,000.00 S) GIRDER 61 JOINT SEAL (MR 1") LF 100.0000 10,000.00 105.000 10,500.00 S) 62 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 393,000.00 262,000.000 393,000.00 SF) 63 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 28,867.50 19,245.000 28,867.50 SF) 64 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 360.00 30.000 360.00 (0.063"-UNFRAMED) 65 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 168.00 12.000 168.00 (0.080"-UNFRAMED) 66 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 810.00 45.000 810.00 (0.080"-FRAMED) 67 ROADSIDE SIGN - ONE POST EA 270.0000 1,080.00 4.000 1,080.00 68 ROADSIDE SIGN - TWO POST EA 500.0000 1,000.00 2.000 1,000.00 69 18" REINFORCED CONCRETE PIPE LF 170.0000 4,590.00 27.000 4,590.00 70 24" REINFORCED CONCRETE PIPE LF 170.0000 52,700.00 303.000 51,510.00 71 36" REINFORCED CONCRETE PIPE LF 270.0000 6,750.00 28.000 7,560.00 72 ROCK SLOPE PROTECTION CY 70.0000 137,200.00 1,960.000 137,200.00 (1/4 TON, METHOD B) 73 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 153.0000 459.00 6.000 918.00 74 ROCK SLOPE PROTECTION CY 71.0000 75,970.00 1,070.000 75,970.00 (BACKING NO. 1, METHOD B) 75 MINOR CONCRETE (DITCH LINING) CY 1,800.0000 4,500.00 2.500 4,500.00 F) 76 ROCK SLOPE PROTECTION FABRIC SQYD 2.4000 5,856.00 2,440.000 5,856.00 PROGRAM CAS145 PAGE 4 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1189G4 TIME 07:57 AM ESTIMATE NO. 28 BID OPENING 07/31/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MISCELLANEOUS IRON AND STEEL LB 2.1000 2,929.50 1,395.000 2,929.50 SF) 78 BRIDGE DECK DRAINAGE SYSTEM LB 7.5000 38,325.00 5,110.000 38,325.00 SF) 79 6" (0.135") GALVANIZED STEEL PIPE LB 12.0000 2,496.00 208.000 2,496.00 80 GUARD RAILING DELINEATOR EA 18.0000 1,260.00 38.000 684.00 81 OBJECT MARKER (TYPE L-1) EA 125.0000 500.00 4.000 500.00 82 METAL BEAM GUARD RAILING LF 27.0000 2,025.00 350.000 9,450.00 S) 83 METAL BEAM GUARD RAILING (7' POST) LF 36.0000 15,120.00 367.000 13,212.00 S) 84 TUBULAR HANDRAILING (MODIFIED) LF 57.0000 22,971.00 403.000 22,971.00 SF) 85 CONCRETE BARRIER (TYPE 25A) LF 140.0000 32,900.00 235.000 32,900.00 86 TRANSITION RAILING (TYPE WB) EA 2,950.0000 11,800.00 4.000 11,800.00 S) 87 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,950.0000 11,800.00 3.000 8,850.00 S) 88 CONCRETE BARRIER (TYPE 80) LF 240.0000 96,720.00 403.000 96,720.00 F) 89 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 3,432.00 3,088.000 3,396.80 S) 90 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 1,650.00 0.000 0.00 S) 91 PAINT PAVEMENT MARKING (2-COAT) SQFT 5.0000 120.00 0.000 0.00 S) 92 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 1,200.00 108.000 1,080.00 S) PROGRAM CAS145 PAGE 5 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1189G4 TIME 07:57 AM ESTIMATE NO. 28 BID OPENING 07/31/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 904.00 3,189,742.52 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 94,387.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 904.00 3,284,130.27 93 MOBILIZATION LS 325,000.0000 325,000.00 1.000 325,000.00 ORIGINAL CONTRACT AMOUNT 3,508,748.00 TOTAL WORK COMPLETED 904.00 3,609,130.27 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 904.00 3,609,130.27 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 08/15/08 470 08/26/08 08/26/08 01/26/11 238 95 5 18 100% 46% PROGRESS IS SATISFACTORY IRA, ALFRED RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/10