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 10/23/02 EST. NO.02 TIME 08:57 AM R.E. NAME: IRA, ALFRED 07-105484 --------------------------------------------------------------------------- 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 10/23/02 EST. NO.02 TIME 08:57 AM R.E. NAME: IRA, ALFRED 07-105484 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION STATEWIDE -10,000.00 01 STATEWIDE 10,000.00 02 VAR PAYROLLS I -10,000.00 02 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-105484 TIME 08:57 AM ESTIMATE NO. 02 BID OPENING 05/30/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/23/02 LOCATION PROGRESS ESTIMATE 07-VEN-150-15.0/23.9 ----------------- FNF CONSTRUCTION, INC. IN VENTURA COUNTY IN AND NEAR OJAI FROM LOMA DRIVE TO LION CANYON CREEK BRIDGE FED. AID NO. ACST-P150(18)E RESURFACE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 WARRANTY LS 30,000.0000 30,000.00 0.000 0.00 002 CONSTRUCTION AREA SIGNS LS 16,500.0000 16,500.00 0.750 12,375.00 (S) 003 TRAFFIC CONTROL SYSTEM LS 85,000.0000 85,000.00 0.120 10,200.00 0.390 33,150.00 (S) 004 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 1,920.00 498.500 997.00 978.500 1,957.00 005 TEMPORARY PAVEMENT MARKER EA 15.0000 1,380.00 38.000 570.00 006 TEMPORARY RAILING (TYPE K) M 45.0000 2,745.00 30.500 1,372.50 (S) 007 TEMPORARY CRASH CUSHION MODULE EA 145.0000 8,120.00 28.000 4,060.00 (S) 008 REMOVE TERMINAL SECTION EA 300.0000 2,400.00 0.000 0.00 009 REMOVE METAL BEAM GUARD RAILING M 40.0000 14,800.00 0.000 0.00 010 REMOVE END SECTION EA 300.0000 1,200.00 0.000 0.00 011 REMOVE PAINTED TRAFFIC STRIPE M 7.0000 2,240.00 160.000 1,120.00 012 COVER YELLOW PAINTED TRAFFIC STRIPE M 3.5000 1,120.00 380.000 1,330.00 700.000 2,450.00 013 REMOVE PAVEMENT MARKER EA 2.0000 92.00 24.000 48.00 62.000 124.00 014 REMOVE HEADWALL EA 755.0000 3,020.00 4.000 3,020.00 015 REMOVE REINFORCED CONCRETE BOX CULVERT M3 260.0000 3,640.00 1.110 288.60 13.590 3,533.40 016 RECONSTRUCT METAL BEAM GUARD RAILING M 32.0000 9,280.00 0.000 0.00 017 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 2,060.00 1,030.000 2,060.00 (S) (30 MM MAXIMUM) 018 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.7500 31,500.00 8,130.800 14,228.90 8,930.800 15,628.90 (S) (45 MM MAXIMUM) 019 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 66,200.00 16,954.400 33,908.80 18,954.400 37,908.80 (S) (60 MM MAXIMUM) 020 REMOVE CONCRETE M3 350.0000 700.00 2.080 728.00 4.160 1,456.00 021 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.900 18,000.00 022 ROADWAY EXCAVATION M3 35.0000 1,960.00 23.000 805.00 63.000 2,205.00 PROGRAM CAS145 PAGE 2 DATE 10/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-105484 TIME 08:57 AM ESTIMATE NO. 02 BID OPENING 05/30/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.000 0.00 024 IMPORTED MATERIAL (SHOULDER BACKING) M3 30.0000 11,700.00 195.000 5,850.00 195.000 5,850.00 025 STRAW (EROSION CONTROL) TONN 400.0000 560.00 0.000 0.00 (S) 026 FIBER (EROSION CONTROL) KG 0.7500 255.00 0.000 0.00 (S) 027 COMPOST (EROSION CONTROL) KG 1.0000 1,360.00 0.000 0.00 (S) 028 PURE LIVE SEED (EROSION CONTROL) KG 170.0000 1,530.00 0.000 0.00 (S) 029 STABILIZING EMULSION (EROSION CONTROL) KG 3.5000 238.00 0.000 0.00 (S) 030 CLASS 3 AGGREGATE BASE M3 90.0000 2,070.00 14.000 1,260.00 031 ASPHALT CONCRETE (TYPE B) TONN 115.0000 18,400.00 116.550 13,403.25 191.550 22,028.25 032 RUBBERIZED ASPHALT CONCRETE (WARRANTY) TONN 76.0000 1,656,800.00 15,811.170 1,201,648.92 15,811.170 1,201,648.92 033 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 8.2500 6,435.00 920.800 7,596.60 920.800 7,596.60 AREA) 034 ASPHALTIC EMULSION (PAINT BINDER) TONN 350.0000 16,450.00 32.920 11,522.00 32.920 11,522.00 035 CLASS 1 CONCRETE (BOX CULVERT) M3 525.0000 13,282.50 27.500 14,437.50 33.600 17,640.00 (F) 036 MINOR CONCRETE (MINOR STRUCTURE) M3 950.0000 16,720.00 14.900 14,155.00 16.450 15,627.50 (F) 037 MINOR CONCRETE (BACKFILL) M3 160.0000 480.00 2.140 342.40 038 BAR REINFORCING STEEL (BOX CULVERT) KG 1.2500 3,837.50 269.000 336.25 2,304.000 2,880.00 (F) 039 450 MM CORRUGATED STEEL PIPE M 310.0000 310.00 1.000 310.00 (2.01 MM THICK) 040 600 MM CORRUGATED STEEL PIPE M 310.0000 1,240.00 3.500 1,085.00 (2.01 MM THICK) 041 675 MM CORRUGATED STEEL PIPE M 410.0000 410.00 0.900 369.00 (2.01 MM THICK) 042 450 MM STEEL FLARED END SECTION EA 325.0000 325.00 0.000 0.00 043 MINOR CONCRETE (CHANNEL LINING) M3 3,500.0000 3,500.00 0.640 2,240.00 0.640 2,240.00 044 MINOR CONCRETE (GUTTER DEPRESSION) M3 2,000.0000 2,000.00 0.000 0.00 045 MISCELLANEOUS IRON AND STEEL KG 3.0000 1,320.00 440.000 1,320.00 440.000 1,320.00 (F) 046 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 8,500.00 30.480 3,048.00 (S) 047 TERMINAL SECTION (TYPE B) EA 150.0000 600.00 0.000 0.00 (S) 048 TERMINAL SECTION (TYPE C) EA 135.0000 540.00 0.000 0.00 (S) 049 END SECTION EA 180.0000 720.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 3 DATE 10/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-105484 TIME 08:57 AM ESTIMATE NO. 02 BID OPENING 05/30/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 TERMINAL SYSTEM (TYPE SRT) EA 2,400.0000 86,400.00 0.000 0.00 (S) 051 THERMOPLASTIC PAVEMENT MARKING M2 42.0000 17,640.00 0.000 0.00 (S) 052 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 57,100.00 0.000 0.00 (S) 053 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.4000 4,250.00 0.000 0.00 (S) 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 15,600.00 0.000 0.00 (S) 055 INDUCTIVE LOOP DETECTOR EA 200.0000 6,600.00 0.000 0.00 (S) 056 MODIFY SIGNAL AND LIGHTING LS 36,000.0000 36,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 10/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-105484 TIME 08:57 AM ESTIMATE NO. 02 BID OPENING 05/30/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 10/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,335,043.82 1,435,758.27 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,335,043.82 1,435,758.27 057 MOBILIZATION LS 235,000.0000 235,000.00 1.000 235,000.00 1.000 235,000.00 ORIGINAL CONTRACT AMOUNT 2,537,050.00 TOTAL WORK COMPLETED 1,570,043.82 1,670,758.27 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 1,570,043.82 1,660,758.27 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 07/11/02 150 08/29/02 07/26/02 03/06/03 60 0 0 0 64% 40% PROGRESS IS SATISFACTORY IRA, ALFRED RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 10/23/02