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 11/13/03 EST. NO.13 TIME 02:40 PM R.E. NAME: CHURCH, KEVIN 01-3514U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 -20,010.88 A.C. @ U.P.(-) 021103 N 0001 0 014 0001 -417.30 A.C. @ U.P.(-) 080902 N 0001 0 015 0002 14,724.79 A.C. @ L.S.(+) 102203 N 0002 0 -5,703.39 TOTAL THIS ESTIMATE 323,819.69 TOTAL PREVIOUS ESTIMATE 318,116.30 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 11/13/03 EST. NO.13 TIME 02:40 PM R.E. NAME: CHURCH, KEVIN 01-3514U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE EST FOR REJECT PIPE -684,960.50 04 PART REL OF PIPE RET 200,000.00 05 PART REL OF PIPE REJ 420,000.00 06 RELEASE PIPE DEDUCT 64,960.50 07 FAILED PBA-6A OIL -200,000.00 08 PART RELEASE PBA 6A 160,000.00 09 FAILED PBA-6A OIL -5,649.44 10 RET DEDUCT FOR PBA6A 45,649.44 11 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM 2402(F) -10,000.00 11 RECEIVED CEM 2402(F) 10,000.00 13 10,000.00 0.00 LABOR COMPLIANCE VIOLATION LABOR COMPL DOCS -10,000.00 07 REC'D PAYROLLS 10,000.00 12 0.00 0.00 OTHER OUTSTANDING DOCUMENTS MISSING FHWA 47 -10,000.00 11 REC'D FHWA 47 10,000.00 12 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/13/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3514U4 TIME 02:40 PM ESTIMATE NO. 13 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/08/02 R.E. NAME: CHURCH, KEVIN DATE OF THIS ESTIMATE 11/13/03 LOCATION RERUN FINAL ESTIMATE 01-MEN-1-90.9/105.6 -------------------- PARNUM PAVING INC IN MENDOCINO COUNTY NEAR LEGGETT 1324 SOUTH STATE STREET FROM USAL ROAD TO 0.1 KM NORTH OF UKIAH CA 95482 ROUTE 271 FED. AID NO. ACST-P001(462)E ,P-P001(462)E RESURFACE 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 7,500.0000 7,500.00 1.000 7,500.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 11,000.0000 11,000.00 1.000 11,000.00 (STORM WATER POLLUTION PREVENTION PLAN) 03 CONSTRUCTION AREA SIGNS LS 4,065.0000 4,065.00 1.000 4,065.00 S) 04 TRAFFIC CONTROL SYSTEM LS 156,335.0000 156,335.00 1.000 156,335.00 S) 05 PORTABLE CHANGEABLE MESSAGE SIGN LS 32,000.0000 32,000.00 1.000 32,000.00 S) 06 ABANDON CULVERT EA 1,000.0000 7,000.00 9.000 9,000.00 07 REMOVE METAL BEAM GUARD RAILING M 7.0000 3,220.00 453.390 3,173.73 08 REMOVE FLARED END SECTION EA 65.0000 65.00 1.000 65.00 09 REMOVE ASPHALT CONCRETE DIKE M 8.0000 9,280.00 1,177.500 9,420.00 10 REMOVE CULVERT M 42.0000 798.00 11.800 495.60 11 REMOVE HEADWALL EA 200.0000 400.00 2.000 400.00 12 REMOVE DOWNDRAIN M 25.0000 825.00 26.400 660.00 13 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 7,260.00 740.760 8,148.36 S) 14 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 15 REMOVE TREE EA 345.0000 1,725.00 2.000 690.00 16 SAND BACKFILL M3 125.0000 3,125.00 29.730 3,716.25 17 IMPORTED BORROW M3 100.0000 8,900.00 69.600 6,960.00 18 IMPORTED MATERIAL (SHOULDER BACKING) M3 90.0000 175,500.00 2,151.300 193,617.00 19 IMPORTED ROCKY MATERIAL M3 190.0000 57,000.00 209.700 39,843.00 20 SEAL RANDOM CRACKS LNKM 1,500.0000 30,000.00 0.000 0.00 21 ASPHALT CONCRETE TONN 54.0000 1,312,200.00 19,551.390 1,055,775.06 PROGRAM CAS145 PAGE 2 DATE 11/13/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3514U4 TIME 02:40 PM ESTIMATE NO. 13 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/08/02 R.E. NAME: CHURCH, KEVIN DATE OF THIS ESTIMATE 11/13/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 22 ASPHALT CONCRETE (OPEN GRADED) TONN 69.0000 703,800.00 9,656.660 666,309.54 23 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 6.4000 22,592.00 4,432.480 28,367.87 AREA) 24 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 490.00 257.000 899.50 25 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 5,495.00 1,364.300 4,775.05 26 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 60.00 15.000 60.00 27 MINOR CONCRETE (MINOR STRUCTURE) M3 1,350.0000 47,250.00 36.880 49,788.00 28 MINOR CONCRETE (INVERT PAVING) M3 1,350.0000 2,700.00 2.300 3,105.00 29 MINOR CONCRETE (BACKFILL) M3 270.0000 2,700.00 10.930 2,951.10 30 600 MM ALTERNATIVE PIPE CULVERT M 385.0000 157,850.00 377.950 145,510.75 31 750 MM ALTERNATIVE PIPE CULVERT M 410.0000 6,560.00 15.500 6,355.00 32 900 MM ALTERNATIVE PIPE CULVERT M 440.0000 8,360.00 19.910 8,760.40 33 1050 MM ALTERNATIVE PIPE CULVERT M 560.0000 11,200.00 21.000 11,760.00 34 1200 MM ALTERNATIVE PIPE CULVERT M 550.0000 8,800.00 15.600 8,580.00 35 600 MM CORRUGATED STEEL PIPE M 380.0000 125,400.00 356.200 135,356.00 (3.51 MM THICK) 36 CURED IN PLACE PIPE LINER M 1,275.0000 56,100.00 25.500 32,512.50 (RESIN PLASTIC) 37 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 140.0000 2,660.00 15.840 2,217.60 (2.77 MM THICK) 38 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 170.0000 40,800.00 212.640 36,148.80 (3.51 MM THICK) 39 900 MM CORRUGATED STEEL PIPE DOWNDRAIN M 220.0000 2,640.00 0.000 0.00 (3.51 MM THICK) 40 300 MM CORRUGATED STEEL PIPE M 80.0000 11,200.00 144.100 11,528.00 FLUME DOWNDRAIN 41 450 MM TAPERED INLET EA 440.0000 6,600.00 15.000 6,600.00 42 450 MM ANCHOR ASSEMBLY EA 140.0000 560.00 1.000 140.00 43 600 MM ANCHOR ASSEMBLY EA 150.0000 7,200.00 42.000 6,300.00 44 CABLE ANCHORAGE SYSTEM (MODIFIED) M 74.0000 18,500.00 121.570 8,996.18 45 900 MM CORRUGATED STEEL PIPE INLET M 970.0000 17,460.00 24.460 23,726.20 (3.51 MM THICK) 46 600 MM WELDED STEEL PIPE (9.53 MM THICK) M 630.0000 8,190.00 15.400 9,702.00 47 600 MM STEEL FLARED END SECTION EA 265.0000 1,060.00 5.000 1,325.00 48 750 MM STEEL FLARED END SECTION EA 580.0000 580.00 1.000 580.00 PROGRAM CAS145 PAGE 3 DATE 11/13/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3514U4 TIME 02:40 PM ESTIMATE NO. 13 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/08/02 R.E. NAME: CHURCH, KEVIN DATE OF THIS ESTIMATE 11/13/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 49 1200 MM STEEL FLARED END SECTION EA 1,025.0000 1,025.00 1.000 1,025.00 50 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 225.0000 96,750.00 356.130 80,129.25 51 MINOR CONCRETE (DITCH LINING) M3 500.0000 2,000.00 0.000 0.00 52 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,220.00 464.320 928.64 53 MISCELLANEOUS IRON AND STEEL KG 3.5000 8,225.00 2,829.000 9,901.50 S) 54 DELINEATOR (CLASS 1) EA 38.0000 4,180.00 206.000 7,828.00 55 MARKER (CULVERT) EA 44.0000 6,600.00 147.000 6,468.00 56 GUARD RAILING DELINEATOR EA 25.0000 1,125.00 45.000 1,125.00 57 METAL BEAM GUARD RAILING (WOOD POST) M 66.0000 17,820.00 255.270 16,847.82 58 TERMINAL SECTION (TYPE B) EA 55.0000 110.00 2.000 110.00 59 END SECTION EA 150.0000 300.00 2.000 300.00 60 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 28,800.00 16.000 28,800.00 61 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 805.00 21.720 760.20 62 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7200 68,328.00 94,092.000 67,746.24 63 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 840.00 386.000 772.00 64 PAVEMENT MARKER (RETROREFLECTIVE-RECESSE EA 8.0000 52,160.00 6,065.000 48,520.00 D) 65 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 66 TRAFFIC MONITORING STATION (COUNT) LS 26,226.0000 26,226.00 1.000 26,226.00 PROGRAM CAS145 PAGE 4 DATE 11/13/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3514U4 TIME 02:40 PM ESTIMATE NO. 13 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/08/02 R.E. NAME: CHURCH, KEVIN DATE OF THIS ESTIMATE 11/13/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 3,067,706.14 ADJUSTMENT OF COMPENSATION -5,703.39 -25,958.04 EXTRA WORK 0.00 344,074.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION -5,703.39 3,385,822.44 67 MOBILIZATION LS 375,000.0000 375,000.00 1.000 375,000.00 ORIGINAL CONTRACT AMOUNT 3,811,519.00 TOTAL WORK COMPLETED -5,703.39 3,760,822.44 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 4,296.61 3,760,822.44 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/29/01 190 07/09/01 07/16/01 11/08/02 173 156 3 3 100% 100% CHURCH, KEVIN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/13/03