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 07/25/01 EST. NO.13 TIME 06:42 AM R.E. NAME: SANDERS, CAROLE 08-3564U4 --------------------------------------------------------------------------- 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 07/25/01 EST. NO.13 TIME 06:42 AM R.E. NAME: SANDERS, CAROLE 08-3564U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BASELINE SCHEDULE -3,182.50 01 BASELINE & UPDATE #1 -42,143.00 02 BASELINE SCHEDULE 3,182.50 03 BASELINE & UPDATE #1 42,143.00 03 SEPT UPDATE #2 -29,736.15 03 OCT. UPDATE #3 -73,252.84 04 SEPT. UPDATE #2 29,736.15 04 OCT. UPDATE #3 73,252.84 05 FEB 2001 CPM UPDATE -19,204.12 08 SEC 90-2.02 PCC AGG -897.55 09 APR 2001 CPM UPDATE -45,236.21 10 FEB 2001 CPM UPDATE 19,204.12 10 MAR 2001 CPM UPDATE -45,236.21 10 APR 2001 CPM UPDATE -45,236.21 11 MAR 2001 CPM UPDATE -45,236.21 11 STD SPECS 5-1.07 -3,800.00 11 STD SPECS 90-2.02 -602.65 11 STD SPECS 39-2.02 -39.00 11 APR 2001 CPM UPDATE 45,236.21 12 APR 2001 CPM UPDATE 45,236.21 12 MAR 2001 CPM UPDATE 45,236.21 12 MAR 2001 CPM UPDATE 45,236.21 12 JUN 2001 CPM UPDATE -37,488.02 13 -37,488.02 -42,827.22 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 03 MISSING DOCUMENTS -10,000.00 07 MISSING DOCUMENTS -10,000.00 13 -10,000.00 -30,000.00 OVERBID ITEMS OVERBID ITEM NO. 040 -1,800.00 04 OVERBID ITEM NO. 040 -180.00 06 0.00 -1,980.00 TOTAL DEDUCTIONS -47,488.02 -74,807.22 PROGRAM CAS145 PAGE 1 DATE 07/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3564U4 TIME 06:42 AM ESTIMATE NO. 13 BID OPENING 06/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: SANDERS, CAROLE DATE OF THIS ESTIMATE 07/25/01 LOCATION RERUN PROGRESS ESTIMATE 08-RIV-71-2.6/G3.0 ----------------------- LEHIGH CONSTRUCTION COMPANY IN RIVERSIDE COUNTY NEAR CORONA 714 SOUTH PLYMOUTH BLVD FROM 0.7 KM NORTH OF SANTA ANA LOS ANGELES CA 90005 RIVER BRIDGE TO 0.3 KM SOUTH OF 91/71 SEPARATION FED. AID NO. ACNH-X065(63)E WIDEN BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 0.621 9,315.00 002 OVERHEAD DAY 1,600.0000 512,000.00 21.000 33,600.00 230.000 368,000.00 003 PREPARE STORM WATER POLLUTION PREVENTION LS 7,000.0000 7,000.00 1.000 7,000.00 PLAN 004 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.062 3,100.00 0.745 37,250.00 005 TEMPORARY SILT FENCE M 10.0000 5,100.00 401.000 4,010.00 006 TEMPORARY STRAW BALE M 10.0000 5,100.00 401.000 4,010.00 007 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.050 500.00 0.650 6,500.00 (S) 008 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.062 9,300.00 0.745 111,750.00 (S) 009 TYPE III BARRICADE EA 80.0000 1,600.00 0.000 0.00 (S) 010 TEMPORARY TRAFFIC STRIPE (TAPE) M 2.0000 11,120.00 1,709.000 3,418.00 (S) 011 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 5,820.00 6,992.940 6,992.94 (S) 012 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 4,200.00 248.000 7,440.00 (S) 013 FLASHING BEACON (PORTABLE) EA 1,500.0000 6,000.00 2.000 3,000.00 (S) 014 TEMPORARY PAVEMENT MARKER EA 10.0000 2,300.00 359.000 3,590.00 (S) 015 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 30,000.00 0.031 465.00 0.903 13,545.00 (S) 016 TEMPORARY RAILING (TYPE K) M 40.0000 237,200.00 3,359.440 134,377.60 (S) 017 TEMPORARY CRASH CUSHION MODULE EA 300.0000 23,100.00 93.000 27,900.00 (S) 018 TEMPORARY TRAFFIC SCREEN M 6.0000 31,920.00 1,950.710 11,704.26 (S) 019 ABANDON CULVERT EA 1,000.0000 2,000.00 1.000 1,000.00 020 REMOVE METAL BEAM GUARD RAILING M 20.0000 400.00 24.000 480.00 021 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 5,620.00 2,034.800 2,034.80 (TEMPORARY) 022 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 3,870.00 3,094.840 9,284.52 PROGRAM CAS145 PAGE 2 DATE 07/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3564U4 TIME 06:42 AM ESTIMATE NO. 13 BID OPENING 06/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: SANDERS, CAROLE DATE OF THIS ESTIMATE 07/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED PAVEMENT MARKING M2 40.0000 3,360.00 12.240 489.60 024 REMOVE PAVEMENT MARKER EA 1.0000 470.00 648.000 648.00 025 REMOVE CHANNELIZERS EA 5.0000 425.00 123.000 615.00 026 REMOVE ROADSIDE SIGN EA 100.0000 1,000.00 14.000 1,400.00 027 REMOVE SIGN STRUCTURE EA 3,000.0000 3,000.00 0.000 0.00 028 REMOVE PIPE M 35.0000 1,050.00 19.200 672.00 029 REMOVE INLET EA 150.0000 750.00 3.000 450.00 030 RECONSTRUCT METAL BEAM GUARD RAILING M 150.0000 57,000.00 287.000 43,050.00 (S) (WOOD POST) 031 RESET FRAME AND GRATE EA 800.0000 4,000.00 3.000 2,400.00 032 RESET DELINEATOR EA 100.0000 1,400.00 0.000 0.00 033 RESET ROADSIDE SIGN EA 250.0000 750.00 4.000 1,000.00 034 RELOCATE ROADSIDE SIGN EA 300.0000 300.00 0.000 0.00 035 ADJUST MONUMENT TO GRADE EA 300.0000 600.00 1.000 300.00 036 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 23,905.00 6,734.120 23,569.42 (S) (60 MM MAXIMUM) 037 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 6,450.00 2,512.000 12,560.00 (S) (75 MM MAXIMUM) 038 REMOVE CONCRETE BARRIER (TYPE K) M 20.0000 3,000.00 0.000 0.00 039 REMOVE CRASH CUSHION (SAND FILLED) EA 200.0000 1,600.00 8.000 1,600.00 040 BRIDGE REMOVAL (PORTION) LS 90,000.0000 90,000.00 0.110 9,900.00 041 RESET SURVEY MONUMENT EA 500.0000 1,000.00 0.000 0.00 042 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.950 4,750.00 043 ROADWAY EXCAVATION M3 15.0000 115,350.00 5,449.180 81,737.70 044 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 26,250.00 1,050.000 26,250.00 (F) 045 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 108,000.00 212.000 31,800.00 (F) 046 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 44,850.00 60.880 3,957.20 395.000 25,675.00 (F) 047 PERVIOUS BACKFILL MATERIAL M3 150.0000 6,000.00 50.000 7,500.00 (F) 048 STRAW (EROSION CONTROL) TONN 410.0000 5,740.00 0.000 0.00 (S) 049 FIBER (EROSION CONTROL) KG 0.8000 1,360.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 3 DATE 07/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3564U4 TIME 06:42 AM ESTIMATE NO. 13 BID OPENING 06/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: SANDERS, CAROLE DATE OF THIS ESTIMATE 07/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 COMPOST (EROSION CONTROL) KG 0.8000 6,784.00 0.000 0.00 (S) 051 PURE LIVE SEED (EROSION CONTROL) KG 180.0000 18,000.00 0.000 0.00 (S) 052 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 600.00 0.000 0.00 (S) 053 CLASS 2 AGGREGATE BASE M3 10.0000 33,500.00 2,542.030 25,420.30 054 ASPHALT TREATED PERMEABLE BASE M3 150.0000 37,500.00 213.150 31,972.50 055 ASPHALT CONCRETE (TYPE A) TONN 10.0000 73,700.00 33.190 331.90 5,860.130 58,601.30 056 ASPHALT CONCRETE (OPEN GRADED) TONN 120.0000 32,400.00 0.000 0.00 057 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 5,500.00 110.720 5,536.00 110.720 5,536.00 AREA) 058 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 20.0000 11,400.00 462.000 9,240.00 059 CONCRETE PAVEMENT M3 295.0000 188,800.00 490.350 144,653.25 060 FURNISH STEEL PILING (HP 250 X 85) M 55.0000 44,110.00 801.290 44,070.95 061 DRIVE STEEL PILE (HP 250 X 85) EA 2,100.0000 119,700.00 57.000 119,700.00 (S) 062 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 57,000.00 159.000 47,700.00 (F) 063 STRUCTURAL CONCRETE, BRIDGE M3 500.0000 855,000.00 160.500 80,250.00 287.500 143,750.00 (F) 064 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 5,600.00 0.000 0.00 (F) (TYPE EQ) 065 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 13,650.00 0.000 0.00 (F) (TYPE R) 066 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 11,000.00 9.390 10,329.00 (F) 067 PAVING NOTCH EXTENSION M3 3,000.0000 4,500.00 0.000 0.00 068 DRILL AND BOND DOWEL M 70.0000 1,960.00 56.000 3,920.00 069 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 264,000.00 84,084.000 126,126.00 (SF) 070 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.6500 824,150.00 0.000 0.00 (F) 071 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.3500 108,850.00 0.000 0.00 (SF) 072 FURNISH SIGN STRUCTURE (TRUSS) KG 6.5000 95,114.50 0.000 0.00 (F) 073 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 14,633.00 0.000 0.00 (SF) 074 760 MM CAST-IN-DRILLED-HOLE M 700.0000 7,700.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 075 ROADSIDE SIGN - ONE POST EA 200.0000 1,200.00 0.000 0.00 076 ROADSIDE SIGN - TWO POST EA 300.0000 600.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3564U4 TIME 06:42 AM ESTIMATE NO. 13 BID OPENING 06/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: SANDERS, CAROLE DATE OF THIS ESTIMATE 07/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLEAN AND PAINT STRUCTURAL STEEL LS 47,000.0000 47,000.00 0.000 0.00 (S) 078 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 420.0000 31,500.00 0.000 0.00 (S) 079 WORK AREA MONITORING LS 12,000.0000 12,000.00 0.000 0.00 (S) 080 600 MM REINFORCED CONCRETE PIPE M 450.0000 10,350.00 19.500 8,775.00 081 450 MM CORRUGATED STEEL PIPE M 500.0000 2,500.00 0.000 0.00 (2.01 MM THICK) 082 600 MM CORRUGATED STEEL PIPE M 1,000.0000 2,000.00 3.500 3,500.00 (2.01 MM THICK) 083 1200 MM CORRUGATED STEEL PIPE M 1,000.0000 3,000.00 2.400 2,400.00 (2.01 MM THICK) 084 80 MM PLASTIC PIPE (EDGE DRAIN) M 30.0000 5,400.00 0.000 0.00 085 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 30.0000 1,200.00 0.000 0.00 086 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 100.0000 3,500.00 28.500 2,850.00 (2.01 MM THICK) 087 ENTRANCE TAPER EA 1,000.0000 2,000.00 2.000 2,000.00 088 900 MM CORRUGATED STEEL PIPE INLET M 1,000.0000 4,600.00 1.100 1,100.00 (1.63 MM THICK) 089 300 MM STEEL FLARED END SECTION EA 1,000.0000 2,000.00 0.000 0.00 090 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 250.0000 8,250.00 27.220 6,805.00 091 ROCK SLOPE PROTECTION FABRIC M2 10.0000 950.00 74.500 745.00 092 MINOR CONCRETE (CURB) M3 1,000.0000 10,000.00 0.000 0.00 093 MISCELLANEOUS METAL KG 15.0000 34,500.00 0.000 0.00 (SF)(RESTRAINER - CABLE TYPE) 094 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 95,600.00 0.000 0.00 (SF) 095 DELINEATOR (CLASS 1) EA 10.0000 410.00 0.000 0.00 096 METAL BEAM GUARD RAILING (WOOD POST) M 150.0000 30,000.00 0.000 0.00 (S) 097 CONCRETE BARRIER (TYPE 25) M 300.0000 104,700.00 0.000 0.00 (F) 098 CABLE ANCHOR ASSEMBLY EA 700.0000 1,400.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) 099 TERMINAL SECTION (TYPE C) EA 500.0000 4,500.00 0.000 0.00 (S) 100 TERMINAL SYSTEM (TYPE SRT) EA 3,000.0000 18,000.00 1.000 3,000.00 (S) 101 CRASH CUSHION, SAND FILLED EA 10,000.0000 10,000.00 0.000 0.00 (S) 102 CONCRETE BARRIER (TYPE 60) M 100.0000 98,000.00 0.000 0.00 103 CONCRETE BARRIER (TYPE 60A MODIFIED) M 250.0000 39,500.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 5 DATE 07/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3564U4 TIME 06:42 AM ESTIMATE NO. 13 BID OPENING 06/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: SANDERS, CAROLE DATE OF THIS ESTIMATE 07/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 2,065.00 0.000 0.00 (S) 105 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 1.0000 8,510.00 0.000 0.00 (S) 106 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 225.00 0.000 0.00 (S) 107 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 2,080.00 0.000 0.00 (S) 108 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 10.0000 2,900.00 0.000 0.00 (S) 109 LIGHTING AND SIGN ILLUMINATION LS 112,000.0000 112,000.00 0.066 7,392.00 0.544 60,928.00 (S) 110 ELECTRIC SERVICE (IRRIGATION) LS 3,000.0000 3,000.00 0.000 0.00 (S) 111 RAMP METERING SYSTEM (LOCATION 1) LS 120,000.0000 120,000.00 0.046 5,520.00 0.267 32,040.00 (S) 112 RAMP METERING SYSTEM (LOCATION 2) LS 61,000.0000 61,000.00 0.003 183.00 (S) 113 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 114 STRUCTURE EXCAVATION (RETAINING WALL) M3 65.0000 13,650.00 0.000 0.00 115 STRUCTURE BACKFILL (RETAINING WALL) M3 65.0000 14,300.00 0.000 0.00 116 CLASS 1 CONCRETE (RETAINING WALL) M3 500.0000 31,000.00 0.000 0.00 117 BAR REINFORCING STEEL (RETAINING WALL) KG 10.0000 20,700.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 07/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3564U4 TIME 06:42 AM ESTIMATE NO. 13 BID OPENING 06/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/01 R.E. NAME: SANDERS, CAROLE DATE OF THIS ESTIMATE 07/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 149,952.10 1,944,314.14 ADJUSTMENT OF COMPENSATION 0.00 -2,125.00 EXTRA WORK 0.00 230,781.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 149,952.10 2,172,970.93 118 MOBILIZATION LS 50,000.0000 50,000.00 0.950 47,500.00 ORIGINAL CONTRACT AMOUNT 5,493,201.50 TOTAL WORK COMPLETED 149,952.10 2,220,470.93 MATERIALS ON HAND ON SITE 514,000.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -47,488.02 -74,807.22 TOTAL 102,464.08 2,659,663.71 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 040 BRIDGE REMOVAL (PORTION) 72,000.00 90,000.00 18,000.00 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 07/05/00 320 07/20/00 07/20/00 01/25/02 230 19 0 37 38% 60% PROGRESS UNSATISFACTORY SANDERS, CAROLE RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 07/25/01