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 11/07/03 EST. NO.42 TIME 01:53 PM R.E. NAME: SCHULTZ, KELLEY 01-293504 --------------------------------------------------------------------------- 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 11/07/03 EST. NO.42 TIME 01:53 PM R.E. NAME: SCHULTZ, KELLEY 01-293504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC OUT OF SPEC -877.50 16 STILL MISSING FHWA47 -2,500.00 39 RECEIVED FHWA 47 2,500.00 42 2,500.00 -877.50 EQUAL EMPLOYMENT OPPORTUNITY ANNUAL EEO VIOLATION -10,000.00 31 ANNUAL EEO 10,000.00 35 MISSING CEM 2402(F) -10,000.00 38 RECEIVED CEM 2402(F) 10,000.00 42 10,000.00 0.00 OTHER OUTSTANDING DOCUMENTS FHWA 47/PAYROLLS -10,000.00 38 RECEIVED PAYROLLS 10,000.00 39 0.00 0.00 TOTAL DEDUCTIONS 12,500.00 -877.50 PROGRAM CAS145 PAGE 1 DATE 11/07/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 01:53 PM ESTIMATE NO. 42 BID OPENING 04/19/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/03 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 11/07/03 LOCATION FINAL ESTIMATE 01-MEN-101-37.6/39.6 -------------- PARNUM PAVING INC IN MENDOCINO COUNTY NEAR WILLITS P O BOX 970 FROM 5.1 KM NORTH OF REEVES CANYON UKIAH CA 95482 ROAD TO 0.3 KM NORTH OF RIDGEWOOD RANCH ROAD FED. AID NO. ACST-P101(936)E ,PH-P101(936)E CURVE REALIGNMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 25,000.0000 25,000.00 1.000 25,000.00 02 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 1.000 10,000.00 PLAN 03 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 1.000 75,000.00 04 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 S) 05 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 S) 06 TEMPORARY PAVEMENT MARKING (TAPE) M2 65.0000 3,575.00 42.900 2,788.50 S) 07 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 17,100.00 19,186.000 11,511.60 S) 08 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 23,100.00 829.000 24,870.00 S) 09 TEMPORARY PAVEMENT MARKER EA 3.0000 2,310.00 0.000 0.00 S) 10 PORTABLE CHANGEABLE MESSAGE SIGN EA 45,000.0000 90,000.00 2.000 90,000.00 S) 11 TEMPORARY FLASHING BEACON LS 72,000.0000 72,000.00 1.000 72,000.00 S) 12 TEMPORARY RAILING (TYPE K) M 20.0000 100,000.00 3,534.000 70,680.00 13 TEMPORARY CRASH CUSHION (ADIEM II) EA 7,500.0000 15,000.00 2.000 15,000.00 S) 14 ABANDON REINFORCED CONCRETE BOX EA 3,000.0000 6,000.00 2.000 6,000.00 15 ABANDON CULVERT EA 675.0000 6,750.00 8.000 5,400.00 16 OBLITERATE SURFACING M2 1.7500 10,430.00 1,491.000 2,609.25 17 REMOVE FENCE (TYPE WM) M 10.0000 29,100.00 2,910.000 29,100.00 18 REMOVE GATE EA 65.0000 65.00 1.000 65.00 19 REMOVE METAL BEAM GUARD RAILING M 25.0000 9,250.00 361.830 9,045.75 20 REMOVE FLARED END SECTION EA 200.0000 600.00 4.000 800.00 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.4000 39,780.00 15,582.000 52,978.80 22 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 375.00 24.900 622.50 PROGRAM CAS145 PAGE 2 DATE 11/07/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 01:53 PM ESTIMATE NO. 42 BID OPENING 04/19/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/03 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 11/07/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CULVERT M 30.0000 1,050.00 24.900 747.00 24 REMOVE INLET EA 250.0000 1,000.00 3.000 750.00 25 REMOVE HEADWALL EA 500.0000 3,500.00 7.000 3,500.00 26 REMOVE DOWNDRAIN M 20.0000 1,900.00 100.680 2,013.60 27 REMOVE REINFORCED CONCRETE BOX CULVERT M 325.0000 3,250.00 8.800 2,860.00 28 SALVAGE CONCRETE BARRIER (TYPE K) M 7.0000 9,450.00 1,384.000 9,688.00 29 SALVAGE ROADSIDE SIGN (WOOD POST) EA 150.0000 1,350.00 9.000 1,350.00 30 RESET ROADSIDE SIGN (METAL POST) EA 150.0000 150.00 0.000 0.00 31 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 450.00 3.000 450.00 32 RELOCATE ADIEM CRASH CUSHION LS 5,000.0000 5,000.00 1.000 5,000.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 25.0000 9,000.00 527.500 13,187.50 S) 34 REMOVE CONCRETE BARRIER M 35.0000 19,600.00 553.000 19,355.00 35 RESET CONCRETE BARRIER (TYPE K) M 6.0000 33,000.00 4,943.000 29,658.00 36 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 37 ROADWAY EXCAVATION M3 3.7500 1,012,500.00 263,106.330 986,648.74 38 SELECT MATERIAL M3 11.0000 102,850.00 8,871.000 97,581.00 39 STRIPPING EXCAVATION M3 4.0000 219,200.00 31,310.000 125,240.00 40 SAND BACKFILL M3 80.0000 18,400.00 291.230 23,298.40 41 IMPORTED MATERIAL (SHOULDER BACKING) TONN 30.0000 4,200.00 524.880 15,746.40 42 LIGHTWEIGHT FILL M3 85.0000 795,600.00 9,205.000 782,425.00 S) (EXPANDED POLYSTYRENE BLOCK) 43 STRAW (EROSION CONTROL) TONN 200.0000 6,400.00 34.003 6,800.60 S) 44 FIBER (EROSION CONTROL) TONN 395.0000 6,320.00 17.312 6,838.24 S) 45 PURE LIVE SEED (EROSION CONTROL) KG 135.0000 47,250.00 356.310 48,101.85 S) 46 COMPOST TONN 431.0000 6,896.00 17.132 7,383.89 S) 47 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 1,200.00 847.040 1,270.56 S) 48 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 3,200.00 1,697.240 3,394.48 S) 49 CLASS 2 AGGREGATE BASE M3 34.0000 527,000.00 15,244.880 518,325.92 PROGRAM CAS145 PAGE 3 DATE 11/07/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 01:53 PM ESTIMATE NO. 42 BID OPENING 04/19/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/03 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 11/07/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ASPHALT TREATED PERMEABLE BASE M3 80.0000 160,000.00 1,999.510 159,960.80 51 ASPHALT CONCRETE (TYPE B) TONN 47.0000 573,400.00 12,243.180 575,429.46 52 ASPHALT CONCRETE (OPEN GRADED) TONN 60.0000 171,600.00 0.000 0.00 53 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 1,160.00 28.800 1,152.00 AREA) 54 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 2,275.00 618.750 2,165.63 55 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 3,185.00 1,147.000 4,014.50 56 ASPHALTIC EMULSION (PAINT BINDER) TONN 360.0000 7,920.00 0.853 307.08 57 CLASS 2 CONCRETE (HEADWALL) M3 550.0000 46,750.00 84.800 46,640.00 58 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 22,000.00 16.730 16,730.00 F) 59 BAR REINFORCING STEEL KG 4.0000 18,868.00 4,717.000 18,868.00 SF) 60 450 MM ALTERNATIVE PIPE CULVERT M 125.0000 30,000.00 156.450 19,556.25 61 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 51,750.00 199.170 44,813.25 62 900 MM ALTERNATIVE PIPE CULVERT M 325.0000 61,750.00 162.240 52,728.00 63 1800 MM REINFORCED CONCRETE PIPE M 1,000.0000 210,000.00 201.590 201,590.00 (CLASS V) 64 JACKED 1800 MM REINFORCED CONCRETE PIPE M 5,485.0000 658,200.00 103.010 565,009.85 (CLASS V) 65 300 MM CORRUGATED STEEL PIPE M 135.0000 1,890.00 20.510 2,768.85 (2.01 MM THICK) 66 600 MM CORRUGATED STEEL PIPE M 160.0000 8,320.00 55.840 8,934.40 (2.77 MM THICK) 67 450 MM SLOTTED CORRUGATED STEEL PIPE M 175.0000 8,225.00 44.500 7,787.50 (2.01 MM THICK) 68 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 38.0000 15,960.00 91.000 3,458.00 (1.63 MM THICK) 69 300 MM PERFORATED STEEL PIPE UNDERDRAIN M 55.0000 8,800.00 122.940 6,761.70 (1.63 MM THICK) 70 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 37,750.00 1,482.410 37,060.25 71 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 45.0000 5,850.00 142.550 6,414.75 72 FURNISH AND INSTALL DRAIN PIPE M 3.5000 1,512.00 432.000 1,512.00 (HORIZONTAL DRAIN) 73 DRILL HOLE (HORIZONTAL DRAIN) M 40.0000 16,400.00 410.000 16,400.00 74 200 MM COLLECTOR SYSTEM M 25.0000 4,000.00 0.000 0.00 (HORIZONTAL DRAIN) 75 PERMEABLE MATERIAL M3 26.0000 327,600.00 7,009.390 182,244.14 (STABILIZATION TRENCH) 76 200 MM ALTERNATIVE PIPE UNDERDRAIN M 55.0000 20,350.00 361.070 19,858.85 PROGRAM CAS145 PAGE 4 DATE 11/07/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 01:53 PM ESTIMATE NO. 42 BID OPENING 04/19/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/03 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 11/07/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 300 MM ALTERNATIVE PIPE UNDERDRAIN M 75.0000 33,750.00 425.700 31,927.50 78 300 MM POLYMERIC SHEET COATED CORRUGATED M 70.0000 8,400.00 121.170 8,481.90 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 79 600 MM POLYMERIC SHEET COATED CORRUGATED M 150.0000 11,250.00 63.350 9,502.50 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 80 900 MM POLYMERIC SHEET COATED CORRUGATED M 200.0000 17,000.00 45.780 9,156.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 81 ANCHOR ASSEMBLY SYSTEM M 40.0000 3,600.00 112.710 4,508.40 82 600 MM ANCHOR ASSEMBLY EA 200.0000 1,800.00 12.000 2,400.00 83 900 MM ANCHOR ASSEMBLY EA 300.0000 1,800.00 1.000 300.00 84 900 MM CORRUGATED STEEL PIPE INLET M 600.0000 2,400.00 0.000 0.00 (3.51 MM THICK) 85 900 MM CONCRETE FLARED END SECTION EA 600.0000 1,200.00 1.000 600.00 86 600 MM ALTERNATIVE FLARED END SECTION EA 300.0000 1,200.00 4.000 1,200.00 87 ROCK SLOPE PROTECTION (2T, METHOD A) M3 150.0000 1,050.00 10.500 1,575.00 88 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 20.0000 2,400.00 90.000 1,800.00 89 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 5,250.00 50.240 3,768.00 90 ROCK SLOPE PROTECTION M3 75.0000 9,000.00 93.030 6,977.25 (FACING, METHOD B) 91 ROCK SLOPE PROTECTION M3 125.0000 9,000.00 34.360 4,295.00 (BACKING NO. 2, METHOD B) 92 GEOTEXTILE CUSHION M2 2.6000 13,390.00 4,906.000 12,755.60 93 GEOMEMBRANE (GASOLINE RESISTANT) M2 16.5000 84,975.00 6,996.000 115,434.00 94 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,980.00 545.730 1,091.46 95 MISCELLANEOUS IRON AND STEEL KG 5.0000 8,095.00 1,188.000 5,940.00 SF) 96 FENCE (TYPE WM, METAL POST) M 22.0000 59,400.00 2,645.550 58,202.10 97 METAL GATE EA 1,000.0000 1,000.00 1.000 1,000.00 98 MILEPOST MARKER EA 40.0000 440.00 11.000 440.00 99 MARKER (CULVERT) EA 40.0000 1,040.00 24.000 960.00 00 CONCRETE BARRIER MARKER EA 10.0000 2,300.00 241.000 2,410.00 01 CONCRETE BARRIER M 120.0000 217,200.00 1,815.000 217,800.00 (TYPE 60 MODIFIED) 02 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 3,395.00 96.970 3,393.95 S) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 10,575.00 13,711.000 10,283.25 S) PROGRAM CAS145 PAGE 5 DATE 11/07/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 01:53 PM ESTIMATE NO. 42 BID OPENING 04/19/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/03 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 11/07/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,440.00 695.000 1,390.00 S) 05 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 12,360.00 5,798.000 11,596.00 S) (BROKEN-RECESSED 10.98 M - 3.66 M) 06 PAINT TRAFFIC STRIPE (1-COAT) M 0.2000 1,236.00 0.000 0.00 S) 07 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 15.0000 16,200.00 1,016.000 15,240.00 S) PROGRAM CAS145 PAGE 6 DATE 11/07/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 01:53 PM ESTIMATE NO. 42 BID OPENING 04/19/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/03 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 11/07/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,021,678.75 ADJUSTMENT OF COMPENSATION 0.00 78,144.91 EXTRA WORK 0.00 7,329,881.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 13,429,705.14 08 MOBILIZATION LS 555,000.0000 555,000.00 1.000 555,000.00 ORIGINAL CONTRACT AMOUNT 7,209,792.00 TOTAL WORK COMPLETED 0.00 13,984,705.14 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 12,500.00 -877.50 TOTAL 12,500.00 13,983,827.64 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 05/10/00 230 06/05/00 06/05/00 02/13/03 404 291 168 6 100% 100% SCHULTZ, KELLEY RESIDENT ENGINEER PROGRAM CAS145 DATE 11/07/03