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 03/10/99 EST. NO.03 TIME 12:08 PM R.E. NAME: MEISSNER, MIKE 01-3926U4 --------------------------------------------------------------------------- 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 12,513.76 E.W. @ U.P (+) VAR N SL 0 002 0001 2,669.49 E.W. @ F.A.(+) 111898 N SL 0 0002 946.80 112398 N SL 0 003 0001 179,902.60 A.C. @ F.A.(+) VAR N SL 0 004 0001 1,741.70 E.W. @ F.A.(+) 121398 N SL 0 0001-1 -1,741.70 121398 N SL 0 DAO CORRECTING ENTRY 0001-2 1,576.32 121398 N SL 0 DAO CORRECTING ENTRY 197,608.97 TOTAL THIS ESTIMATE 7,779.62 TOTAL PREVIOUS ESTIMATE 205,388.59 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 03/10/99 EST. NO.03 TIME 12:08 PM R.E. NAME: MEISSNER, MIKE 01-3926U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE COMPLETION CONTRACT -790,000.00 03 DISPOSAL SITE REL -133,000.00 03 -923,000.00 -923,000.00 LABOR COMPLIANCE VIOLATION LABOR CASE -50,000.00 03 -50,000.00 -50,000.00 LIQUIDATED DAMAGES 28 DAYS @ $2200/DAY -61,600.00 03 -61,600.00 -61,600.00 OVERBID ITEMS OVERBID ITEM NO. 013 -384.56 02 OVERBID ITEM NO. 013 384.56 03 384.56 0.00 OTHER OUTSTANDING DOCUMENTS CEM 2402 -10,000.00 03 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -1,044,215.44 -1,044,600.00 PROGRAM CAS145 PAGE 1 DATE 03/10/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3926U4 TIME 12:08 PM ESTIMATE NO. 03 BID OPENING 11/04/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/99 R.E. NAME: MEISSNER, MIKE DATE OF THIS ESTIMATE 03/10/99 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 01-MEN-101-4.5/4.6 ---------------------------------- 01-MEN-253-7.1/7.2 CAL INC IN MENDOCINO COUNTY NEAR HOPLAND P O BOX 6327 AND UKIAH AT 16.3 KM SOUTH OF VACAVILLE CA 956966327 CRAWFORD CREEK BRIDGE AND AT 1.4 KM NORTH OF SODA CREEK BRIDGE FED. AID NO. ER- ( ) ,AC-3592(4)E ROCK SLOPE PROTECTION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 CONSTRUCTION AREA SIGNS LS 11,428.0000 11,428.00 0.025 285.70 0.775 8,856.70 (S) 002 TRAFFIC CONTROL SYSTEM LS 30,440.0000 30,440.00 0.050 1,522.00 0.550 16,742.00 (S) 003 REMOVE EXISTING TRAFFIC CONTROL LS 5,860.0000 5,860.00 1.000 5,860.00 SYSTEM 004 TEMPORARY TRAFFIC STRIPE (TAPE) M 10.8200 8,980.60 406.000 4,392.92 406.000 4,392.92 (S) 005 CHANNELIZER (SURFACE MOUNTED) EA 210.1300 3,151.95 15.000 3,151.95 006 FLASHING BEACON (PORTABLE) EA 1,396.0000 6,980.00 1.000 1,396.00 5.000 6,980.00 007 PORTABLE CHANGEABLE MESSAGE SIGN EA 4,056.0000 16,224.00 2.000 8,112.00 4.000 16,224.00 008 TEMPORARY RAILING (TYPE K) M 107.1000 42,840.00 60.000 6,426.00 364.000 38,984.40 009 ABANDON CULVERT EA 1,234.0000 1,234.00 1.000 1,234.00 1.000 1,234.00 010 REMOVE FENCE (TYPE BW) M 26.4500 2,116.00 114.000 3,015.30 011 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 14.6100 9,642.60 0.000 0.00 012 REMOVE HEADWALL EA 2,134.0000 2,134.00 1.000 2,134.00 013 CLEARING AND GRUBBING LS 5,418.0000 5,418.00 0.008 43.34 0.928 5,027.90 (S) 014 ROADWAY EXCAVATION M3 4.4200 103,428.00 8,383.000 37,052.86 25,383.000 112,192.86 015 TOPSOIL M3 16.8700 45,211.60 2,842.000 47,944.54 2,842.000 47,944.54 016 LIGHTWEIGHT FILL M3 10.8000 51,300.00 5,520.000 59,616.00 5,520.000 59,616.00 017 EROSION CONTROL (TYPE D) M2 1.5900 6,678.00 5,431.250 8,635.69 5,431.250 8,635.69 (S) 018 FIBER ROLLS M 17.1600 20,763.60 1,229.000 21,089.64 1,229.000 21,089.64 019 CLASS 2 AGGREGATE BASE M3 47.6000 13,804.00 287.000 13,661.20 287.000 13,661.20 020 ASPHALT TREATED PERMEABLE BASE M3 379.3600 15,553.76 41.500 15,743.44 41.500 15,743.44 021 ASPHALT CONCRETE (TYPE B) TONN 102.7600 57,545.60 369.180 37,936.94 369.180 37,936.94 022 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 1,034.8000 2,069.60 2.000 2,069.60 2.000 2,069.60 AREA) PROGRAM CAS145 PAGE 2 DATE 03/10/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3926U4 TIME 12:08 PM ESTIMATE NO. 03 BID OPENING 11/04/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/99 R.E. NAME: MEISSNER, MIKE DATE OF THIS ESTIMATE 03/10/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 41.2900 3,716.10 228.000 9,414.12 228.000 9,414.12 024 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 47.7800 6,211.40 0.000 0.00 025 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 41.8900 795.91 0.000 0.00 (S) PILING 026 MINOR CONCRETE (MINOR STRUCTURE) M3 384.5333 576.80 1.500 576.80 1.500 576.80 (F) 027 450 MM BITUMINOUS COATED CORRUGATED M 974.8900 14,623.35 15.000 14,623.35 15.000 14,623.35 STEEL PIPE (3.51 MM THICK) 028 200 MM BITUMINOUS COATED CORRUGATED M 247.7500 12,139.75 61.200 15,162.30 61.200 15,162.30 STEEL PIPE (2.01 MM THICK) 029 250 MM PERFORATED PLASTIC M 75.1900 9,022.80 0.000 0.00 PIPE UNDERDRAIN 030 80 MM PLASTIC PIPE (EDGE DRAIN) M 74.1200 6,596.68 89.000 6,596.68 89.000 6,596.68 031 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 817.6500 8,176.50 10.000 8,176.50 10.000 8,176.50 032 FILTER FABRIC M2 4.8200 49,164.00 6,750.200 32,535.96 9,750.200 46,995.96 033 CLASS 1 PERMEABLE MATERIAL M3 12.9800 62,174.20 2,051.000 26,621.98 4,051.000 52,581.98 (STABILIZATION) 034 300 MM ALTERNATIVE PIPE UNDERDRAIN M 111.4400 26,745.60 100.000 11,144.00 240.000 26,745.60 035 900 MM CORRUGATED STEEL PIPE DOWNDRAIN M 1,478.2600 11,826.08 8.000 11,826.08 8.000 11,826.08 (3.51 MM THICK) 036 900 MM ANCHOR ASSEMBLY EA 446.0000 1,784.00 0.000 0.00 037 900 MM WELDED STEEL PIPE (6.35 MM THICK) M 927.4900 12,984.86 10.000 9,274.90 14.000 12,984.86 038 JACKED 900 MM WELDED STEEL PIPE M 579.7800 17,393.40 30.000 17,393.40 (6.35 MM THICK) 039 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 7,716.4000 3,858.20 0.500 3,858.20 0.500 3,858.20 040 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 23.4200 41,921.80 147.000 3,442.74 1,497.000 35,059.74 041 ROCK SLOPE PROTECTION FABRIC M2 20.2600 24,109.40 86.500 1,752.49 976.500 19,783.89 042 FENCE (TYPE BW, WOOD POST) M 69.6400 7,660.40 137.500 9,575.50 137.500 9,575.50 043 100 MM THERMOPLASTIC TRAFFIC STRIPE M 31.3100 38,198.20 1,525.000 47,747.75 1,525.000 47,747.75 (S) 044 100 MM THERMOPLASTIC TRAFFIC STRIPE M 31.3100 19,099.10 658.000 20,601.98 658.000 20,601.98 (S) (BROKEN 10.98 M - 3.66 M) 045 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 75.0900 3,303.96 0.000 0.00 (S) PROGRAM CAS145 PAGE 3 DATE 03/10/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3926U4 TIME 12:08 PM ESTIMATE NO. 03 BID OPENING 11/04/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/99 R.E. NAME: MEISSNER, MIKE DATE OF THIS ESTIMATE 03/10/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 500,093.20 791,197.77 ADJUSTMENT OF COMPENSATION 179,902.60 179,902.60 EXTRA WORK 17,706.37 25,485.99 SUBTOTAL AMOUNT EARNED 697,702.17 996,586.36 ORIGINAL CONTRACT AMOUNT 844,885.80 TOTAL WORK COMPLETED 697,702.17 996,586.36 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,044,215.44 -1,044,600.00 TOTAL -346,513.27 -48,013.64 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 013 CLEARING AND GRUBBING 5,000.00 5,418.00 418.00 (S) 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 11/24/98 35 11/16/98 11/13/98 01/28/99 77 7 0 7 100% 100% MEISSNER, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 03/10/99