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 09/25/02 EST. NO.19 TIME 09:31 AM R.E. NAME: WELLS, HENRY 03-0A7814 --------------------------------------------------------------------------- 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 09/25/02 EST. NO.19 TIME 09:31 AM R.E. NAME: WELLS, HENRY 03-0A7814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A7814 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 10/17/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: WELLS, HENRY DATE OF THIS ESTIMATE 09/25/02 LOCATION RERUN PROGRESS ESTIMATE 03-SAC-99-17.6/21.6 ----------------------- TEICHERT CONSTRUCTION IN SACRAMENTO COUNTY IN AND NEAR P O BOX 15144 SACRAMENTO FROM 0.1 KM SOUTH OF SACRAMENTO CA 95851 MACK ROAD OVERCROSSING TO MARTIN LUTHER KING JUNIOR BOULEVARD OVERCROSSING FED. AID NO. ACNH-P099(400)E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.700 10,500.00 002 OVERHEAD WDAY 100.0000 12,000.00 137.000 13,700.00 003 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.800 8,000.00 (S) 004 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 (S) 005 TRAFFIC PLASTIC DRUM EA 50.0000 2,150.00 43.000 2,150.00 (S) 006 TEMPORARY RAMP METERING SIGNAL SYSTEM LS 31,000.0000 31,000.00 1.000 31,000.00 (S) 007 PORTABLE CHANGEABLE MESSAGE SIGN LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 008 TEMPORARY RAILING (TYPE K) M 48.0000 72,000.00 2,451.000 117,648.00 (S) 009 TEMPORARY CRASH CUSHION MODULE EA 400.0000 7,600.00 48.000 19,200.00 (S) 010 REMOVE FENCE M 10.0000 9,800.00 206.000 2,060.00 413.000 4,130.00 011 REMOVE TRAFFIC STRIPE M 3.0000 5,010.00 6,755.000 20,265.00 012 REMOVE ROADSIDE SIGN EA 75.0000 5,775.00 47.000 3,525.00 77.000 5,775.00 013 REMOVE SIGN STRUCTURE EA 3,800.0000 11,400.00 3.000 11,400.00 014 REMOVE ASPHALT CONCRETE DIKE M 8.0000 16,800.00 3,112.000 24,896.00 015 REMOVE PIPE M 350.0000 10,500.00 37.000 12,950.00 016 REMOVE INLET EA 860.0000 9,460.00 13.000 11,180.00 017 REMOVE CONCRETE PAVEMENT AND BASE M3 30.0000 34,800.00 1,977.000 59,310.00 018 REMOVE ASPHALT CONCRETE SURFACING M3 65.0000 44,200.00 746.000 48,490.00 019 SALVAGE METAL BEAM GUARD RAILING M 25.0000 27,250.00 189.000 4,725.00 1,090.000 27,250.00 020 RECONSTRUCT DOUBLE THRIE BEAM BARRIER M 120.0000 11,520.00 96.000 11,520.00 (S) 021 RELOCATE SIGN STRUCTURE EA 9,700.0000 9,700.00 1.000 9,700.00 (S) 022 ADJUST INLET EA 2,100.0000 115,500.00 47.000 98,700.00 PROGRAM CAS145 PAGE 2 DATE 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A7814 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 10/17/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: WELLS, HENRY DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 MODIFY INLET EA 2,500.0000 10,000.00 4.000 10,000.00 4.000 10,000.00 024 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 56,250.00 22,350.000 55,875.00 (S) (19 MM MAXIMUM) 025 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 75.0000 22,500.00 2,481.000 186,075.00 (S) (75 MM MAXIMUM) 026 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 20.0000 15,400.00 1,024.000 20,480.00 (S) (85 MM MAXIMUM) 027 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 30,640.00 1,012.000 8,096.00 (S) (100 MM MAXIMUM) 028 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 12,600.00 4,270.000 17,080.00 (S) (127 MM MAXIMUM) 029 REMOVE CONCRETE (CURB AND GUTTER) M 11.0000 55,880.00 4,858.000 53,438.00 030 REMOVE CONCRETE SIDEWALK M3 115.0000 2,760.00 41.600 4,784.00 031 CAP INLET EA 2,100.0000 6,300.00 4.000 8,400.00 032 SALVAGE CRASH CUSHION MODULES EA 175.0000 4,550.00 26.000 4,550.00 033 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 034 REMOVE TREE LS 80,000.0000 80,000.00 0.830 66,400.00 035 ROADWAY EXCAVATION M3 22.0000 398,200.00 17,961.000 395,142.00 036 STRUCTURE EXCAVATION (RETAINING WALL) M3 110.0000 96,800.00 883.000 97,130.00 037 STRUCTURE BACKFILL (RETAINING WALL) M3 65.0000 39,000.00 716.000 46,540.00 038 DITCH EXCAVATION M3 70.0000 1,890.00 0.000 0.00 039 IMPORTED MATERIAL (SHOULDER BACKING) M3 105.0000 46,200.00 665.000 69,825.00 040 HIGHWAY PLANTING LS 1,000.0000 1,000.00 0.000 0.00 (S) 041 WEED CONTROL MAT M2 33.0000 47,190.00 1,187.000 39,171.00 (S) 042 IMPORTED TOPSOIL M3 34.0000 29,920.00 540.000 18,360.00 (S) 043 EROSION CONTROL (TYPE D) M2 0.6000 9,360.00 13,261.000 7,956.60 (S) 044 IRRIGATION SYSTEM LS 124,000.0000 124,000.00 0.600 74,400.00 (S) 045 CLASS 2 AGGREGATE BASE M3 40.0000 572,000.00 14,845.000 593,800.00 046 REPLACE ASPHALT CONCRETE SURFACING M3 140.0000 266,000.00 2,566.000 359,240.00 047 ASPHALT CONCRETE TONN 43.0000 2,291,900.00 59,503.000 2,558,629.00 048 ASPHALT CONCRETE (TYPE A) TONN 55.0000 34,100.00 548.000 30,140.00 049 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 69.0000 959,100.00 12,198.000 841,662.00 PROGRAM CAS145 PAGE 3 DATE 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A7814 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 10/17/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: WELLS, HENRY DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 240.00 168.000 168.00 REINFORCING FABRIC) 051 PAVEMENT REINFORCING FABRIC M2 1.6000 328,000.00 158,158.000 253,052.80 052 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 33.0000 29,370.00 1,305.000 43,065.00 AREA) 053 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.5000 4,075.00 1,677.000 4,192.50 054 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.5000 225.00 180.000 450.00 055 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 7,450.00 4,116.000 10,290.00 056 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 77.50 340.000 850.00 057 REPLACE CONCRETE PAVEMENT M3 800.0000 160,000.00 1,444.000 1,155,200.00 058 CRACK EXISTING CONCRETE PAVEMENT M2 0.7000 69,440.00 98,020.000 68,614.00 059 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 060 CLASS 1 CONCRETE (RETAINING WALL) M3 500.0000 216,000.00 432.000 216,000.00 (F) 061 MINOR CONCRETE (MINOR STRUCTURE) M3 6,300.0000 47,880.00 14.700 92,610.00 (F) 062 BAR REINFORCING STEEL (RETAINING WALL) KG 2.6400 40,920.00 15,500.000 40,920.00 (SF) 063 FURNISH SIGN STRUCTURE (TRUSS) KG 2.4500 130,095.00 53,120.000 130,144.00 (F) 064 INSTALL SIGN STRUCTURE (TRUSS) KG 0.2500 13,275.00 53,120.000 13,280.00 (SF) 065 760 MM CAST-IN-DRILLED-HOLE M 1,500.0000 24,000.00 8.000 12,000.00 (S) CONCRETE PILE (SIGN FOUNDATION) 066 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 29,400.00 19.500 27,300.00 (S) CONCRETE PILE (SIGN FOUNDATION) 067 ROADSIDE SIGN - ONE POST EA 200.0000 13,200.00 42.000 8,400.00 65.000 13,000.00 068 ROADSIDE SIGN - TWO POST EA 300.0000 2,700.00 7.000 2,100.00 9.000 2,700.00 069 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 880.00 5.000 550.00 8.000 880.00 METHOD) 070 INSTALL SIGN PANEL ON EXISTING FRAME M2 150.0000 30,000.00 147.000 22,050.00 071 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 1,600.00 0.000 0.00 EXISTING POST 072 300 MM ALTERNATIVE PIPE CULVERT M 410.0000 7,790.00 19.000 7,790.00 073 450 MM ALTERNATIVE PIPE CULVERT M 310.0000 31,000.00 83.000 25,730.00 074 300 MM REINFORCED CONCRETE PIPE M 2,500.0000 1,250.00 0.000 0.00 075 450 MM REINFORCED CONCRETE PIPE M 9.0000 99.00 15.900 143.10 076 600 MM REINFORCED CONCRETE PIPE M 3,400.0000 1,700.00 0.500 1,700.00 PROGRAM CAS145 PAGE 4 DATE 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A7814 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 10/17/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: WELLS, HENRY DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 450 MM SLOTTED CORRUGATED STEEL PIPE M 570.0000 131,100.00 0.000 0.00 (2.01 MM THICK) 078 525 MM SLOTTED CORRUGATED STEEL PIPE M 580.0000 203,000.00 0.000 0.00 (2.01 MM THICK) 079 100 MM WELDED STEEL PIPE (2.67 MM THICK) M 360.0000 12,600.00 0.000 0.00 080 JACKED 300 MM WELDED STEEL PIPE M 1,300.0000 10,400.00 0.000 0.00 (6.35 MM THICK) 081 450 MM ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 1.000 1,100.00 082 MINOR CONCRETE (MISCELLANEOUS M3 735.0000 80,850.00 102.800 75,558.00 CONSTRUCTION) 083 MINOR CONCRETE (TEXTURED PAVING) M3 500.0000 330,000.00 649.200 324,600.00 084 MISCELLANEOUS IRON AND STEEL KG 3.0000 1,956.00 0.000 0.00 (SF) 085 CHAIN LINK FENCE (TYPE CL-1.8, SLATTED) M 38.0000 15,580.00 387.000 14,706.00 (S) 086 DELINEATOR (CLASS 1) EA 35.0000 10,150.00 141.000 4,935.00 290.000 10,150.00 087 DELINEATOR SURFACE MOUNTED (CLASS 1) EA 40.0000 3,920.00 39.000 1,560.00 94.000 3,760.00 088 KILOMETER POST MARKER EA 45.0000 990.00 0.000 0.00 089 CONCRETE BARRIER MARKER EA 40.0000 3,880.00 0.000 0.00 (NON - IMPACTABLE) 090 OBJECT MARKER (TYPE L-1) EA 45.0000 1,170.00 26.000 1,170.00 26.000 1,170.00 091 METAL BEAM GUARD RAILING (WOOD POST) M 65.0000 79,300.00 1,340.000 87,100.00 (S) 092 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 115.0000 920.00 7.600 874.00 (S) 093 CONCRETE BARRIER (SPECIAL) M 810.0000 202,500.00 243.100 196,911.00 094 CABLE RAILING M 20.0000 3,600.00 180.000 3,600.00 (S) 095 CABLE ANCHOR ASSEMBLY EA 600.0000 4,800.00 8.000 4,800.00 8.000 4,800.00 (S) (BREAKAWAY, TYPE B) 096 TERMINAL SYSTEM (TYPE SRT) EA 1,700.0000 47,600.00 29.000 49,300.00 (S) 097 CRASH CUSHION (TYPE CAT) EA 6,000.0000 6,000.00 1.000 6,000.00 (S) 098 CRASH CUSHION (TYPE CAT) BACKUP EA 300.0000 300.00 1.000 300.00 (S) 099 CRASH CUSHION (REACT 9SCBS) EA 38,000.0000 38,000.00 0.000 0.00 (S) 100 CONCRETE BARRIER (TYPE 60D) M 110.0000 19,800.00 183.000 20,130.00 101 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 9,600.00 297.000 8,910.00 (S) 102 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.6000 21,780.00 36,300.000 21,780.00 (S) 103 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 7,125.00 2,850.000 7,125.00 (S) PROGRAM CAS145 PAGE 5 DATE 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A7814 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 10/17/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: WELLS, HENRY DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.5000 3,725.00 1,490.000 3,725.00 (S) (BROKEN 3.66 M - 0.92 M) 105 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 24,640.00 30,800.000 24,640.00 (S) (BROKEN 10.98 M - 3.66 M) 106 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 880.00 1,100.000 880.00 (S) (BROKEN 5.18 M - 2.14 M) 107 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 18,240.00 4,560.000 18,240.00 (S) 108 MODIFY SIGN ILLUMINATION LS 17,000.0000 17,000.00 1.000 17,000.00 (S) 109 MODIFY TRAFFIC MONITORING STATION LS 124,000.0000 124,000.00 0.874 108,376.00 (S) 110 MODIFY RAMP METERING SYSTEM LS 30,000.0000 30,000.00 0.506 15,180.00 (S) 111 MODIFY SIGNAL AND LIGHTING LS 35,000.0000 35,000.00 1.000 35,000.00 (S) 112 MODIFY LIGHTING LS 150,000.0000 150,000.00 0.929 139,350.00 (S) 113 MODIFY LIGHTING AND SIGN ILLUMINATION LS 242,000.0000 242,000.00 1.000 242,000.00 (S) PROGRAM CAS145 PAGE 6 DATE 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A7814 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 10/17/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/02 R.E. NAME: WELLS, HENRY DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 43,825.00 10,064,332.00 ADJUSTMENT OF COMPENSATION 0.00 721,740.18 EXTRA WORK 0.00 112,323.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 43,825.00 10,898,395.94 114 MOBILIZATION LS 434,000.0000 434,000.00 1.000 434,000.00 ORIGINAL CONTRACT AMOUNT 9,559,277.50 TOTAL WORK COMPLETED 43,825.00 11,332,395.94 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 43,825.00 11,332,395.94 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 11/08/00 120 04/09/01 01/08/01 10/31/02 175 250 52 0 95% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST WELLS, HENRY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/02