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 12/23/09 EST. NO.21 TIME 10:21 AM R.E. NAME: IRA, ALFRED 07-1189F4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 016 0001 2,088.98 E.W. @ F.A.(+) 041509 N 0139.0 0002 490.11 041509 N 0140.0 0004 4,706.95 E.W. @ L.S.(+) 041409 N N/A 0 7,286.04 TOTAL THIS ESTIMATE 204,472.72 TOTAL PREVIOUS ESTIMATE 211,758.76 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 12/23/09 EST. NO.21 TIME 10:21 AM R.E. NAME: IRA, ALFRED 07-1189F4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION JULY 08 -10,000.00 05 JULY 08 10,000.00 06 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1189F4 TIME 10:21 AM ESTIMATE NO. 21 BID OPENING 11/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 12/23/09 LOCATION PROGRESS ESTIMATE 07-VEN-150-28.5/28.5 ----------------- C A RASMUSSEN, INC. IN VENTURA COUNTY NEAR SULPHUR 28548 LIVINGSTON AVE. SPRINGS AT SISAR CREEK BRIDGE AND VALENCIA, CA 91355-4171 SANTA PAULA CREEK BRIDGE FED. AID NO. ACST-P150(24)E ,P-P150(24)E WIDEN BRIDGE AND UPGRADE RAILING ------------------------------------------------------------------------------------------------------------------------------------ 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 1,250.0000 1,250.00 1.000 1,250.00 02 GROUNDWATER TREATMENT LS 375,000.0000 375,000.00 1.000 375,000.00 03 HYDROCARBON IN SOIL SAMPLING AND LS 6,000.0000 6,000.00 1.000 6,000.00 ANALYSIS WORKPLAN 04 CONSTRUCTION SITE MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000.00 05 HEALTH AND SAFETY PLAN LS 7,000.0000 7,000.00 1.000 7,000.00 06 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 13.0000 1,820.00 60.600 787.80 08 TEMPORARY SILT FENCE M 80.0000 4,800.00 120.000 9,600.00 09 TEMPORARY GRAVEL BAG BERM M 20.0000 4,800.00 142.700 2,854.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 3,000.00 1.000 3,000.00 11 STREET SWEEPING LS 15,000.0000 15,000.00 1.000 15,000.00 12 TEMPORARY CREEK DIVERSION SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 13 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.750 6,000.00 S) 14 TRAFFIC CONTROL SYSTEM LS 115,000.0000 115,000.00 1.000 115,000.00 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 4,000.00 81.000 2,025.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,000.0000 17,000.00 1.000 17,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 80.0000 36,800.00 460.000 36,800.00 18 TEMPORARY CRASH CUSHION MODULE EA 200.0000 11,200.00 56.000 11,200.00 S) 19 REMOVE FENCE M 40.0000 1,360.00 0.000 0.00 20 REMOVE GATE EA 200.0000 200.00 1.000 200.00 21 REMOVE METAL BEAM GUARD RAILING M 20.0000 3,800.00 206.000 4,120.00 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 3,000.00 513.000 2,565.00 S) STRIPE PROGRAM CAS145 PAGE 2 DATE 12/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1189F4 TIME 10:21 AM ESTIMATE NO. 21 BID OPENING 11/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 12/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 5,680.00 1,094.000 2,188.00 S) 24 REMOVE PAVEMENT MARKER EA 2.0000 500.00 222.000 444.00 S) 25 REMOVE ASPHALT CONCRETE DIKE M 105.0000 420.00 4.000 420.00 26 REMOVE INLET EA 2,000.0000 2,000.00 0.000 0.00 27 REMOVE MASONRY WALL M2 30.0000 2,520.00 108.000 3,240.00 28 REMOVE ASPHALT CONCRETE SURFACING M2 48.0000 16,176.00 156.000 7,488.00 29 RESET MAILBOX EA 400.0000 1,200.00 3.000 1,200.00 30 ADJUST MANHOLE TO GRADE EA 600.0000 600.00 1.000 600.00 31 PREPARE CONCRETE BRIDGE DECK SURFACE M2 15.0000 7,575.00 505.000 7,575.00 32 BRIDGE REMOVAL (PORTION), LOCATION A LS 40,000.0000 40,000.00 1.000 40,000.00 33 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,000.0000 40,000.00 1.000 40,000.00 34 CLEARING AND GRUBBING LS 4,000.0000 4,000.00 1.000 4,000.00 35 ROADWAY EXCAVATION M3 70.0000 36,400.00 509.400 35,658.00 36 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 37 STRUCTURE EXCAVATION (BRIDGE) M3 660.0000 128,700.00 195.000 128,700.00 F) 38 STRUCTURE EXCAVATION (TYPE D) M3 250.0000 22,500.00 90.000 22,500.00 F) 39 STRUCTURE EXCAVATION (TYPE D) M3 374.0000 31,042.00 83.000 31,042.00 F) (CUTOFF WALL) 40 STRUCTURE EXCAVATION (RETAINING WALL) M3 145.0000 21,025.00 145.000 21,025.00 F) 41 STRUCTURE BACKFILL (BRIDGE) M3 250.0000 63,250.00 253.000 63,250.00 F) 42 STRUCTURE BACKFILL (CUTOFF WALL) M3 500.0000 14,000.00 28.000 14,000.00 F) 43 STRUCTURE BACKFILL (RETAINING WALL) M3 150.0000 34,500.00 230.000 34,500.00 F) 44 IMPORTED BORROW M3 55.0000 39,050.00 648.600 35,673.00 45 HIGHWAY PLANTING LS 6,000.0000 6,000.00 1.000 6,000.00 S) 46 EROSION CONTROL (TYPE D) M2 3.5000 4,200.00 1,200.000 4,200.00 S) 47 PLANT ESTABLISHMENT WORK LS 6,000.0000 6,000.00 0.070 420.00 0.570 3,420.00 S) 48 IRRIGATION SYSTEM LS 3,000.0000 3,000.00 1.000 3,000.00 S) 49 CLASS 4 AGGREGATE SUBBASE M3 130.0000 24,700.00 190.000 24,700.00 PROGRAM CAS145 PAGE 3 DATE 12/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1189F4 TIME 10:21 AM ESTIMATE NO. 21 BID OPENING 11/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 12/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLASS 2 AGGREGATE BASE M3 135.0000 24,300.00 195.000 26,325.00 51 ASPHALT CONCRETE (TYPE B) TONN 115.0000 112,700.00 1,145.940 131,783.10 52 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 210.0000 65,100.00 374.100 78,561.00 53 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 1,560.00 21.700 1,302.00 AREA) 54 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 800.0000 44,000.00 55.000 44,000.00 F) 55 STRUCTURAL CONCRETE, BRIDGE M3 3,200.0000 400,000.00 125.000 400,000.00 F) 56 STRUCTURAL CONCRETE, RETAINING WALL M3 1,600.0000 80,000.00 50.000 80,000.00 F) 57 STRUCTURE CONCRETE, CUTOFF WALL M3 800.0000 44,000.00 55.000 44,000.00 F) 58 DRILL AND BOND DOWEL M 150.0000 14,550.00 99.000 14,850.00 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 22,000.0000 44,000.00 2.000 44,000.00 GIRDER (15 M - 20 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 24,000.0000 48,000.00 2.000 48,000.00 GIRDER (20 M - 25 M) 61 ERECT PRECAST PRESTRESSED CONCRETE EA 5,000.0000 20,000.00 4.000 20,000.00 GIRDER 62 FURNISH POLYESTER CONCRETE OVERLAY M3 3,500.0000 52,500.00 7.500 26,250.00 63 PLACE POLYESTER CONCRETE OVERLAY M2 65.0000 32,825.00 232.000 15,080.00 F) 64 BAR REINFORCING STEEL (BRIDGE) KG 5.0000 147,500.00 29,500.000 147,500.00 F) 65 BAR REINFORCING STEEL (RETAINING WALL) KG 6.5000 7,605.00 1,170.000 7,605.00 F) 66 BAR REINFORCING STEEL (CUTOFF WALL) KG 4.0000 9,200.00 2,300.000 9,200.00 F) 67 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 740.0000 1,850.00 2.500 1,850.00 (2.77 MM THICK) 68 450 MM STEEL FLARED END SECTION EA 600.0000 600.00 1.000 600.00 69 METAL BEAM GUARD RAILING (WOOD POST) M 170.0000 9,350.00 55.000 9,350.00 70 TRANSITION RAILING (TYPE WB) EA 2,900.0000 23,200.00 8.000 23,200.00 S) 71 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 3,000.00 3.000 3,000.00 S) 72 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 7,000.00 2.000 7,000.00 S) 73 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 8,400.00 3.000 8,400.00 S) 74 CONCRETE BARRIER (TYPE 80 MODIFIED) M 950.0000 69,350.00 73.000 69,350.00 75 CONCRETE BARRIER (TYPE 80 A)(MODIFIED) M 950.0000 83,600.00 88.000 83,600.00 76 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,200.00 324.000 648.00 S) PROGRAM CAS145 PAGE 4 DATE 12/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1189F4 TIME 10:21 AM ESTIMATE NO. 21 BID OPENING 11/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 12/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 2,240.00 2,533.300 2,533.30 S) 78 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 2,500.00 249.000 2,490.00 S) PROGRAM CAS145 PAGE 5 DATE 12/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1189F4 TIME 10:21 AM ESTIMATE NO. 21 BID OPENING 11/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/09 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 12/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 420.00 2,584,702.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 7,286.04 211,758.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,706.04 2,796,460.96 79 MOBILIZATION LS 180,000.0000 180,000.00 1.000 180,000.00 ORIGINAL CONTRACT AMOUNT 2,798,198.00 TOTAL WORK COMPLETED 7,706.04 2,976,460.96 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 7,706.04 2,976,460.96 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 02/06/08 515 02/21/08 02/21/08 04/27/10 289 45 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY IRA, ALFRED RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 12/23/09