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 12/20/02 EST. NO.35 TIME 12:07 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 --------------------------------------------------------------------------- 001 0033 3,636.99 E.W. @ U.P (+) 091302 N 028 0 0034 7,187.15 102502 N 029 0 003 0060 771.81 E.W. @ F.A.(+) 061702 N 57 0 0070 138.00 090302 N 067 0 032 0025 10,866.43 E.W. @ F.A.(+) 082602 N 120 0 033 0048 3,075.72 E.W. @ F.A.(+) 090602 N 047 0 0049 3,419.47 090902 N 048 0 0050 12,989.16 091002 N 049 0 0051 33,895.56 091102 N 050 0 0052 33,647.14 091202 N 051 0 0053 24,160.27 091302 N 052 0 0054 12,950.01 091602 N 053 0 0055 732.97 091702 N 054 0 0056 371.22 091802 N 055 0 0057 1,096.24 091902 N 056 0 0058 1,875.73 092002 N 057 0 0059 7,207.63 092402 N 058 0 0060 2,415.12 092502 N 059 0 0061 1,035.20 092602 N 060 0 0062 799.25 090902 N 061 0 0063 368.00 091002 N 062 0 0065 26,767.00 091402 N 064 0 0067 246.68 092002 N 066 0 0069 186.92 092402 N 068 0 0070 379.50 092602 N 069 0 0072 4,291.88 093002 N 071 0 0073 874.00 100202 N 072 0 0074 5,439.23 100302 N 073 0 0075 2,299.11 100402 N 074 0 0078 3,064.86 101502 N 077 0 0079 1,220.61 101702 N 079 0 0080 256.15 101902 N 080 0 0081 3,196.47 110502 N 081 0 0082 722.67 111102 N 082 0 034 0002 662.40 E.W. @ F.A.(+) 091702 N 001 0 0003 621.00 091802 N 002 0 0004 496.80 091902 N 003 0 0005 3,933.00 093002 N 004 0 0006 331.20 100102 N 005 0 0007 82.80 100202 N 006 0 217,711.35 TOTAL THIS ESTIMATE 6,343,226.26 TOTAL PREVIOUS ESTIMATE 6,560,937.61 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 12/20/02 EST. NO.35 TIME 12:07 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 0.00 -877.50 EQUAL EMPLOYMENT OPPORTUNITY ANNUAL EEO VIOLATION -10,000.00 31 ANNUAL EEO 10,000.00 35 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -877.50 PROGRAM CAS145 PAGE 1 DATE 12/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 12:07 PM ESTIMATE NO. 35 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 12/20/02 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 12/20/02 LOCATION PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 25,000.0000 25,000.00 0.900 22,500.00 002 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 1.000 10,000.00 PLAN 003 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 1.000 75,000.00 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.100 1,000.00 1.000 10,000.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 (S) 006 TEMPORARY PAVEMENT MARKING (TAPE) M2 65.0000 3,575.00 42.900 2,788.50 (S) 007 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 17,100.00 19,186.000 11,511.60 (S) 008 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 23,100.00 829.000 24,870.00 (S) 009 TEMPORARY PAVEMENT MARKER EA 3.0000 2,310.00 0.000 0.00 (S) 010 PORTABLE CHANGEABLE MESSAGE SIGN EA 45,000.0000 90,000.00 2.000 90,000.00 (S) 011 TEMPORARY FLASHING BEACON LS 72,000.0000 72,000.00 1.000 72,000.00 (S) 012 TEMPORARY RAILING (TYPE K) M 20.0000 100,000.00 3,534.000 70,680.00 013 TEMPORARY CRASH CUSHION (ADIEM II) EA 7,500.0000 15,000.00 2.000 15,000.00 (S) 014 ABANDON REINFORCED CONCRETE BOX EA 3,000.0000 6,000.00 2.000 6,000.00 015 ABANDON CULVERT EA 675.0000 6,750.00 6.000 4,050.00 016 OBLITERATE SURFACING M2 1.7500 10,430.00 1,491.000 2,609.25 017 REMOVE FENCE (TYPE WM) M 10.0000 29,100.00 2,855.000 28,550.00 018 REMOVE GATE EA 65.0000 65.00 1.000 65.00 019 REMOVE METAL BEAM GUARD RAILING M 25.0000 9,250.00 361.830 9,045.75 020 REMOVE FLARED END SECTION EA 200.0000 600.00 4.000 800.00 021 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.4000 39,780.00 15,582.000 52,978.80 022 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 375.00 24.900 622.50 PROGRAM CAS145 PAGE 2 DATE 12/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 12:07 PM ESTIMATE NO. 35 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 12/20/02 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 12/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CULVERT M 30.0000 1,050.00 17.900 537.00 024 REMOVE INLET EA 250.0000 1,000.00 2.000 500.00 025 REMOVE HEADWALL EA 500.0000 3,500.00 6.000 3,000.00 026 REMOVE DOWNDRAIN M 20.0000 1,900.00 100.680 2,013.60 027 REMOVE REINFORCED CONCRETE BOX CULVERT M 325.0000 3,250.00 8.800 2,860.00 028 SALVAGE CONCRETE BARRIER (TYPE K) M 7.0000 9,450.00 1,384.000 9,688.00 029 SALVAGE ROADSIDE SIGN (WOOD POST) EA 150.0000 1,350.00 9.000 1,350.00 9.000 1,350.00 030 RESET ROADSIDE SIGN (METAL POST) EA 150.0000 150.00 0.000 0.00 031 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 450.00 2.000 300.00 2.000 300.00 032 RELOCATE ADIEM CRASH CUSHION LS 5,000.0000 5,000.00 0.750 3,750.00 033 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 25.0000 9,000.00 527.500 13,187.50 (S) 034 REMOVE CONCRETE BARRIER M 35.0000 19,600.00 553.000 19,355.00 035 RESET CONCRETE BARRIER (TYPE K) M 6.0000 33,000.00 4,943.000 29,658.00 036 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 037 ROADWAY EXCAVATION M3 3.7500 1,012,500.00 262,228.700 983,357.63 038 SELECT MATERIAL M3 11.0000 102,850.00 8,871.000 97,581.00 039 STRIPPING EXCAVATION M3 4.0000 219,200.00 31,310.000 125,240.00 040 SAND BACKFILL M3 80.0000 18,400.00 291.230 23,298.40 041 IMPORTED MATERIAL (SHOULDER BACKING) TONN 30.0000 4,200.00 524.880 15,746.40 524.880 15,746.40 042 LIGHTWEIGHT FILL M3 85.0000 795,600.00 9,205.000 782,425.00 (S) (EXPANDED POLYSTYRENE BLOCK) 043 STRAW (EROSION CONTROL) TONN 200.0000 6,400.00 34.003 6,800.60 (S) 044 FIBER (EROSION CONTROL) TONN 395.0000 6,320.00 17.312 6,838.24 (S) 045 PURE LIVE SEED (EROSION CONTROL) KG 135.0000 47,250.00 356.310 48,101.85 (S) 046 COMPOST TONN 431.0000 6,896.00 17.132 7,383.89 (S) 047 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 1,200.00 847.040 1,270.56 (S) 048 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 3,200.00 1,697.240 3,394.48 (S) 049 CLASS 2 AGGREGATE BASE M3 34.0000 527,000.00 15,263.980 518,975.32 PROGRAM CAS145 PAGE 3 DATE 12/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 12:07 PM ESTIMATE NO. 35 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 12/20/02 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 12/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ASPHALT TREATED PERMEABLE BASE M3 80.0000 160,000.00 1,999.510 159,960.80 051 ASPHALT CONCRETE (TYPE B) TONN 47.0000 573,400.00 12,243.180 575,429.46 052 ASPHALT CONCRETE (OPEN GRADED) TONN 60.0000 171,600.00 0.000 0.00 053 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 1,160.00 28.800 1,152.00 AREA) 054 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 2,275.00 618.750 2,165.63 055 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 3,185.00 1,147.000 4,014.50 056 ASPHALTIC EMULSION (PAINT BINDER) TONN 360.0000 7,920.00 0.853 307.08 057 CLASS 2 CONCRETE (HEADWALL) M3 550.0000 46,750.00 70.500 38,775.00 058 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 22,000.00 16.730 16,730.00 (F) 059 BAR REINFORCING STEEL KG 4.0000 18,868.00 4,717.000 18,868.00 (SF) 060 450 MM ALTERNATIVE PIPE CULVERT M 125.0000 30,000.00 156.450 19,556.25 061 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 51,750.00 243.230 54,726.75 062 900 MM ALTERNATIVE PIPE CULVERT M 325.0000 61,750.00 162.240 52,728.00 063 1800 MM REINFORCED CONCRETE PIPE M 1,000.0000 210,000.00 201.590 201,590.00 (CLASS V) 064 JACKED 1800 MM REINFORCED CONCRETE PIPE M 5,485.0000 658,200.00 103.010 565,009.85 (CLASS V) 065 300 MM CORRUGATED STEEL PIPE M 135.0000 1,890.00 20.510 2,768.85 (2.01 MM THICK) 066 600 MM CORRUGATED STEEL PIPE M 160.0000 8,320.00 11.780 1,884.80 (2.77 MM THICK) 067 450 MM SLOTTED CORRUGATED STEEL PIPE M 175.0000 8,225.00 44.500 7,787.50 (2.01 MM THICK) 068 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 38.0000 15,960.00 91.000 3,458.00 (1.63 MM THICK) 069 300 MM PERFORATED STEEL PIPE UNDERDRAIN M 55.0000 8,800.00 122.940 6,761.70 (1.63 MM THICK) 070 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 37,750.00 1,482.410 37,060.25 071 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 45.0000 5,850.00 138.550 6,234.75 072 FURNISH AND INSTALL DRAIN PIPE M 3.5000 1,512.00 432.000 1,512.00 (HORIZONTAL DRAIN) 073 DRILL HOLE (HORIZONTAL DRAIN) M 40.0000 16,400.00 410.000 16,400.00 074 200 MM COLLECTOR SYSTEM M 25.0000 4,000.00 0.000 0.00 (HORIZONTAL DRAIN) 075 PERMEABLE MATERIAL M3 26.0000 327,600.00 7,009.390 182,244.14 (STABILIZATION TRENCH) 076 200 MM ALTERNATIVE PIPE UNDERDRAIN M 55.0000 20,350.00 361.070 19,858.85 PROGRAM CAS145 PAGE 4 DATE 12/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 12:07 PM ESTIMATE NO. 35 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 12/20/02 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 12/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 300 MM ALTERNATIVE PIPE UNDERDRAIN M 75.0000 33,750.00 425.700 31,927.50 078 300 MM POLYMERIC SHEET COATED CORRUGATED M 70.0000 8,400.00 121.170 8,481.90 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 079 600 MM POLYMERIC SHEET COATED CORRUGATED M 150.0000 11,250.00 63.350 9,502.50 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 080 900 MM POLYMERIC SHEET COATED CORRUGATED M 200.0000 17,000.00 45.780 9,156.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 081 ANCHOR ASSEMBLY SYSTEM M 40.0000 3,600.00 112.710 4,508.40 082 600 MM ANCHOR ASSEMBLY EA 200.0000 1,800.00 12.000 2,400.00 083 900 MM ANCHOR ASSEMBLY EA 300.0000 1,800.00 1.000 300.00 084 900 MM CORRUGATED STEEL PIPE INLET M 600.0000 2,400.00 0.000 0.00 (3.51 MM THICK) 085 900 MM CONCRETE FLARED END SECTION EA 600.0000 1,200.00 1.000 600.00 086 600 MM ALTERNATIVE FLARED END SECTION EA 300.0000 1,200.00 4.000 1,200.00 087 ROCK SLOPE PROTECTION (2T, METHOD A) M3 150.0000 1,050.00 10.500 1,575.00 088 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 20.0000 2,400.00 90.000 1,800.00 089 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 5,250.00 41.540 3,115.50 090 ROCK SLOPE PROTECTION M3 75.0000 9,000.00 93.030 6,977.25 (FACING, METHOD B) 091 ROCK SLOPE PROTECTION M3 125.0000 9,000.00 34.360 4,295.00 (BACKING NO. 2, METHOD B) 092 GEOTEXTILE CUSHION M2 2.6000 13,390.00 4,906.000 12,755.60 093 GEOMEMBRANE (GASOLINE RESISTANT) M2 16.5000 84,975.00 6,996.000 115,434.00 094 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,980.00 511.730 1,023.46 095 MISCELLANEOUS IRON AND STEEL KG 5.0000 8,095.00 1,188.000 5,940.00 (SF) 096 FENCE (TYPE WM, METAL POST) M 22.0000 59,400.00 2,645.550 58,202.10 097 METAL GATE EA 1,000.0000 1,000.00 0.000 0.00 098 MILEPOST MARKER EA 40.0000 440.00 0.000 0.00 099 MARKER (CULVERT) EA 40.0000 1,040.00 0.000 0.00 100 CONCRETE BARRIER MARKER EA 10.0000 2,300.00 241.000 2,410.00 101 CONCRETE BARRIER M 120.0000 217,200.00 1,815.000 217,800.00 (TYPE 60 MODIFIED) 102 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 3,395.00 84.730 2,965.55 84.730 2,965.55 (S) 103 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 10,575.00 13,711.000 10,283.25 13,711.000 10,283.25 (S) PROGRAM CAS145 PAGE 5 DATE 12/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 12:07 PM ESTIMATE NO. 35 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 12/20/02 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 12/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,440.00 695.000 1,390.00 695.000 1,390.00 (S) 105 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 12,360.00 5,798.000 11,596.00 5,798.000 11,596.00 (S) (BROKEN-RECESSED 10.98 M - 3.66 M) 106 PAINT TRAFFIC STRIPE (1-COAT) M 0.2000 1,236.00 0.000 0.00 (S) 107 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 15.0000 16,200.00 1,016.000 15,240.00 1,016.000 15,240.00 (S) PROGRAM CAS145 PAGE 6 DATE 12/20/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293504 TIME 12:07 PM ESTIMATE NO. 35 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 12/20/02 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 12/20/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 59,871.20 6,003,547.04 ADJUSTMENT OF COMPENSATION 0.00 9,864.47 EXTRA WORK 217,711.35 6,551,073.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 277,582.55 12,564,484.65 108 MOBILIZATION LS 555,000.0000 555,000.00 1.000 555,000.00 ORIGINAL CONTRACT AMOUNT 7,209,792.00 TOTAL WORK COMPLETED 277,582.55 13,119,484.65 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -877.50 TOTAL 287,582.55 13,118,607.15 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 05/10/00 230 06/05/00 06/05/00 02/05/03 365 270 168 7 93% 90% PROGRESS IS SATISFACTORY SCHULTZ, KELLEY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/02