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 12/23/03 EST. NO.05 TIME 09:20 AM R.E. NAME: WOODS, JOHN A 06-499804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 1,265.95 E.W. @ F.A.(+) 090903 N A1 0 0002 431.00 091503 N B1 0 0003 778.23 100803 N C1 0 0004 1,269.49 100703 N 0001 0 002 0001 1,631.43 E.W. @ F.A.(+) 120403 N A1 0 005 0001 1,888.56 E.W. @ F.A.(+) 092903 N A1 0 006 0001 545.09 E.W. @ F.A.(+) 091503 N A1 0 0002 314.65 090803 N EE0001 0003 833.63 091703 N EE0002 0004 77.75 091703 N EE0003 0005 1,552.41 091903 N EE0004 0006 47.72 091903 N EE0005 0007 631.32 103003 N EE0006 0008 161.02 091703 N EE0007 0010 32.20 103003 N EE0009 0011 193.22 091903 N 945079 0012 1,656.00 101403 N B1 0 0013 62.69 090803 N EE0011 011 0001 1,529.65 E.W. @ F.A.(+) 111203 N A1 0 0002 1,684.35 111303 N A2 0 0003 528.52 111403 N A3 0 0004 1,410.88 111703 N B1 0 0005 1,303.13 111803 N B2 0 0006 1,303.13 111903 N B3 0 0007 1,303.13 112003 N B4 0 0010 4,158.28 112503 N C2 0 0012 1,613.41 120303 N D2 0 0013 431.00 120403 N D3 0 014 0001 5,414.14 E.W. @ F.A.(+) 120803 N A1 0 34,051.98 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 34,051.98 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 12/23/03 EST. NO.05 TIME 09:20 AM R.E. NAME: WOODS, JOHN A 06-499804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -9,696.44 05 -9,696.44 -9,696.44 TOTAL DEDUCTIONS -9,696.44 -9,696.44 PROGRAM CAS145 PAGE 1 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-499804 TIME 09:20 AM ESTIMATE NO. 05 BID OPENING 07/16/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 12/23/03 LOCATION PROGRESS ESTIMATE 06-FRE-99-20.2/31.6 ----------------- W JAXON BAKER INC IN FRESNO COUNTY IN FRESNO FROM P O BOX 994248 VENTURA STREET OVERCROSSING TO REDDING CA 960994248 FRESNO AND MATERA COUNTY LINE FED. AID NO. ACNH-P099(462)E REHABILITATE EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.886 8,860.00 03 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.560 6,720.00 S) 04 TRAFFIC CONTROL SYSTEM LS 324,500.0000 324,500.00 0.929 301,460.50 S) 05 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 960.00 0.000 0.00 S) 06 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 960.00 0.000 0.00 S) (LEFT IN PLACE) 07 PORTABLE CHANGEABLE MESSAGE SIGN LS 60,000.0000 60,000.00 0.929 55,740.00 S) 08 REMOVE METAL BEAM GUARD RAILING M 48.0000 4,800.00 31.050 1,490.40 50.100 2,404.80 S) 09 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 10,200.00 2,213.000 6,639.00 S) 10 REMOVE PAVEMENT MARKER EA 1.6000 640.00 228.000 364.80 S) 11 REMOVE ASPHALT CONCRETE DIKE M 10.0000 11,800.00 172.000 1,720.00 12 REMOVE INLET EA 1,500.0000 3,000.00 2.000 3,000.00 13 SALVAGE METAL BEAM GUARD RAILING M 45.0000 4,950.00 0.000 0.00 S) 14 RECONSTRUCT METAL BEAM GUARD RAILING M 72.0000 57,600.00 264.500 19,044.00 679.860 48,949.92 S) 15 RESET ROADSIDE SIGN EA 200.0000 1,800.00 0.000 0.00 16 SALVAGE CONSTRUCTION AREA SIGN EA 65.0000 2,990.00 0.000 0.00 17 RELOCATE INLET EA 2,000.0000 4,000.00 2.000 4,000.00 18 FINISH INLET EA 700.0000 18,200.00 25.000 17,500.00 19 RELOCATE ROADSIDE SIGN EA 200.0000 6,000.00 0.000 0.00 20 ADJUST INLET EA 1,200.0000 58,800.00 48.000 57,600.00 21 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 161,700.00 1,114.260 12,256.86 21,177.340 232,950.74 S) 22 SALVAGE TEMPORARY RAILING (TYPE K) M 125.0000 2,375.00 19.000 2,375.00 PROGRAM CAS145 PAGE 2 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-499804 TIME 09:20 AM ESTIMATE NO. 05 BID OPENING 07/16/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SALVAGE CRASH CUSHION (MODULES) EA 90.0000 2,520.00 14.000 1,260.00 S) 24 ROADWAY EXCAVATION M3 75.0000 150,000.00 46.500 3,487.50 2,052.860 153,964.50 25 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.000 0.00 26 CONCRETE BACKFILL M3 145.0000 20,300.00 101.700 14,746.50 27 FINISHING ROADWAY STA 150.0000 25,500.00 32.370 4,855.50 28 CLASS 2 AGGREGATE BASE M3 150.0000 75,000.00 543.700 81,555.00 29 ASPHALT CONCRETE (TYPE A) TONN 70.0000 840,000.00 55.904 3,913.28 10,536.014 737,520.98 30 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.0000 28,680.00 2,659.250 31,911.00 AREA) 31 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 131,000.00 510.000 5,100.00 8,108.800 81,088.00 32 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 2,850.00 106.000 318.00 33 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 5,610.00 1,572.900 4,718.70 34 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 1,530.00 0.000 0.00 35 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 30.00 42.650 42.65 36 PROFILOGRAPH ASPHALT CONCRETE PAVEMENT STA 30.0000 21,600.00 200.000 6,000.00 200.000 6,000.00 37 CONCRETE PAVEMENT (WEIGH-IN-MOTION) M3 475.0000 137,750.00 217.620 103,369.50 38 REPLACE CONCRETE PAVEMENT M3 725.0000 1,566,000.00 2,915.240 2,113,549.00 (RAPID STRENGTH CONCRETE) 39 GRIND EXISTING CONCRETE M2 7.0000 137,200.00 20,548.200 143,837.40 S) PAVEMENT 40 GRIND EXISTING ASPHALT CONCRETE M2 6.0000 30,480.00 8,067.000 48,402.00 S) PAVEMENT 41 MINOR CONCRETE (MINOR STRUCTURE) M3 3,500.0000 17,500.00 6.220 21,770.00 F) 42 300 MM REINFORCED CONCRETE PIPE M 300.0000 6,900.00 15.900 4,770.00 (CLASS IV) 43 375 MM REINFORCED CONCRETE PIPE M 600.0000 780.00 1.300 780.00 (CLASS IV) 44 450 MM REINFORCED CONCRETE PIPE M 750.0000 6,000.00 0.500 375.00 (CLASS IV) 45 50 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 100.0000 1,000.00 0.000 0.00 S) 46 FRAME AND GRATE EA 400.0000 3,600.00 9.000 3,600.00 S) 47 MARKER EA 60.0000 1,860.00 0.000 0.00 48 CONCRETE BARRIER MARKER EA 6.7500 4,185.00 0.000 0.00 49 DELINEATOR (CLASS 1) EA 30.0000 180.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-499804 TIME 09:20 AM ESTIMATE NO. 05 BID OPENING 07/16/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 METAL BEAM GUARD RAILING M 82.0000 12,300.00 76.770 6,295.14 95.820 7,857.24 S) 51 SINGLE THRIE BEAM BARRIER (WOOD POST) M 494.0000 3,458.00 0.000 0.00 S) 52 TERMINAL SECTION (THRIE BEAM BARRIER) EA 125.0000 125.00 0.000 0.00 S) 53 TERMINAL SECTION (TYPE B) EA 100.0000 100.00 0.000 0.00 S) 54 END SECTION EA 100.0000 300.00 1.000 100.00 1.000 100.00 S) 55 TERMINAL SYSTEM (TYPE ET) EA 2,600.0000 2,600.00 0.000 0.00 S) 56 TERMINAL SYSTEM (TYPE SRT) EA 1,890.0000 51,030.00 7.000 13,230.00 18.000 34,020.00 S) 57 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 625.0000 12,500.00 7.000 4,375.00 15.000 9,375.00 S) 58 CRASH CUSHION, SAND FILLED EA 5,900.0000 5,900.00 1.000 5,900.00 S) 59 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 19,350.00 6.960 313.20 S) 60 THERMOPLASTIC TRAFFIC STRIPE M 0.5300 67,310.00 37,959.000 20,118.27 87,754.000 46,509.62 S) (SPRAYABLE) 61 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 11,550.00 444.000 1,554.00 998.000 3,493.00 S) 62 DETECTOR LOOP LS 70,000.0000 70,000.00 1.000 70,000.00 S) 63 TRAFFIC MONITORING STATION LS 14,000.0000 14,000.00 0.589 8,246.00 S) 64 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 55,000.0000 55,000.00 0.926 50,930.00 S) 65 MODIFY SIGNAL LS 40,000.0000 40,000.00 0.915 36,600.00 S) 66 MODIFY LIGHTING LS 65,000.0000 65,000.00 0.752 48,880.00 S) 67 MODIFY ROADSIDE WEATHER INFORMATION LS 8,000.0000 8,000.00 0.800 6,400.00 S) SYSTEM PROGRAM CAS145 PAGE 4 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-499804 TIME 09:20 AM ESTIMATE NO. 05 BID OPENING 07/16/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: WOODS, JOHN A DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 96,964.45 4,642,342.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 34,051.98 34,051.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 131,016.43 4,676,394.53 68 MOBILIZATION LS 450,600.0000 450,600.00 1.000 450,600.00 ORIGINAL CONTRACT AMOUNT 4,871,453.00 TOTAL WORK COMPLETED 131,016.43 5,126,994.53 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -9,696.44 -9,696.44 TOTAL 121,319.99 5,117,298.09 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 08/14/03 70 08/18/03 08/07/03 01/06/04 70 1 0 10 86% 86% PROGRESS IS SATISFACTORY WOODS, JOHN A RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 12/23/03