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 08/23/02 EST. NO.22 TIME 06:29 AM R.E. NAME: COLLINS, TOM 11-174324 --------------------------------------------------------------------------- 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 0097 531.96 E.W. @ F.A.(+) 082001 N 128 R1 0098 125.95 071701 N 184 0 0099 363.89 071902 N 186 0 0100 363.89 071802 N 185 0 0101 363.89 071602 N 183 0 0102 335.87 070202 N 178 0 0103 363.89 071502 N 182 0 011 0003 226.61 E.W. @ F.A.(+) 072701 N 113 0 031 0003 988.65 E.W. @ F.A.(+) 053002 N 159A 0 0005 947.61 070302 N 181 0 4,612.21 TOTAL THIS ESTIMATE 160,397.89 TOTAL PREVIOUS ESTIMATE 165,010.10 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 08/23/02 EST. NO.22 TIME 06:29 AM R.E. NAME: COLLINS, TOM 11-174324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CPM UPDATE -2,599.00 12 LOW-STRENGTH CONCRET -1,018.80 12 UNACCEPTABLE CPM -15,400.00 13 UNACCEPTABLE CPM SCH -26,082.41 14 ACCEPTED SCHEDULE 44,081.41 15 LOW CONCRETE BREAKS -1,277.76 18 PC 270 WEAK CONCRETE -581.00 19 COUPLER TEST FAILURE -1,500.00 20 0.00 -4,377.56 LABOR COMPLIANCE VIOLATION O/S PRS FEB -10,000.00 02 PRS RECD FEB 10,000.00 03 O/S PRS MARCH -10,000.00 04 PRS RECD MARCH 10,000.00 05 O/S PRS JUNE -10,000.00 07 O/S PRS AUGUST -10,000.00 09 PRS RECD JUNE 10,000.00 09 O/S PRS SEPT -10,000.00 10 PRS RECD AUGUST 10,000.00 10 PRS RECD SEPT 10,000.00 11 O/S PRS OCT -1,000.00 12 O/S PRS NOV -10,000.00 13 PRS RECD OCT 1,000.00 13 O/S PRS DEC -10,000.00 14 RS RECD NOV 10,000.00 14 O/S PS MARCH -6,239.36 18 PRS RECD DEC 10,000.00 18 O/S PRS MAR RECD 6,239.36 19 O/S PRS JUNE -10,000.00 21 O/S PRS JULY -10,000.00 22 -10,000.00 -20,000.00 LIQUIDATED DAMAGES 12 DAYS @ $350/DAY -4,200.00 21 31 DAYS @ $350/DAY -10,850.00 22 -10,850.00 -15,050.00 TOTAL DEDUCTIONS -20,850.00 -39,427.56 PROGRAM CAS145 PAGE 1 DATE 08/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-174324 TIME 06:29 AM ESTIMATE NO. 22 BID OPENING 10/05/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: COLLINS, TOM DATE OF THIS ESTIMATE 08/23/02 LOCATION PROGRESS ESTIMATE 11-SD-8-R26.4/R32.0 ----------------- TM ENGINEERING IN SAN DIEGO COUNTY NEAR ALPINE ATTN: MR. WOLFGANG DELGADO FROM 0.6 KM WEST OF PEUTZ VALLEY 3449 OTTO AVE. UNDERCROSSING TO 0.3 KM EAST OF ALPINE, CA 91901-1533 VIEJAS CREEK BRIDGE FED. AID NO. ACIM-008 -1(297)26E WIDEN BRIDGES AND SEISMIC RETROFIT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 20,000.0000 20,000.00 0.750 15,000.00 002 TEMPORARY GRAVEL BAG EA 100.0000 2,000.00 20.000 2,000.00 003 TEMPORARY CONCRETE WASHOUT EA 10,000.0000 10,000.00 0.967 9,670.00 004 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.995 7,960.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.973 38,920.00 (S) 006 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 40,000.00 0.000 0.00 (S) 007 PORTABLE DELINEATOR EA 30.0000 750.00 25.000 750.00 (S) 008 TEMPORARY PAVEMENT MARKER EA 3.5000 4,865.00 850.000 2,975.00 (S) 009 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 45,000.00 2.861 42,915.00 (S) 010 TEMPORARY RAILING (TYPE K) M 65.0000 69,550.00 122.000 7,930.00 871.700 56,660.50 (S) 011 TRAFFIC PLASTIC DRUM EA 200.0000 11,800.00 8.000 1,600.00 77.000 15,400.00 (S) 012 TEMPORARY CRASH CUSHION MODULE EA 300.0000 17,400.00 14.000 4,200.00 58.000 17,400.00 (S) 013 REMOVE TRAFFIC STRIPE M2 20.0000 13,600.00 155.600 3,112.00 865.900 17,318.00 014 RECONSTRUCT METAL BEAM GUARD RAILING M 100.0000 9,500.00 9.000 900.00 102.000 10,200.00 (S) (WOOD POST) 015 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 16.0000 4,480.00 234.060 3,744.96 234.060 3,744.96 (S) (30 MM MAXIMUM) 016 PREPARE CONCRETE BRIDGE DECK SURFACE M2 15.0000 15,660.00 1,045.700 15,685.50 017 BRIDGE REMOVAL (PORTION), LOCATION A LS 27,000.0000 27,000.00 0.220 5,940.00 1.000 27,000.00 018 BRIDGE REMOVAL (PORTION), LOCATION B LS 46,000.0000 46,000.00 1.000 46,000.00 019 BRIDGE REMOVAL (PORTION), LOCATION C LS 24,000.0000 24,000.00 0.280 6,720.00 1.000 24,000.00 020 ROADWAY EXCAVATION M3 150.0000 4,500.00 22.700 3,405.00 38.800 5,820.00 021 STRUCTURE EXCAVATION (BRIDGE) M3 130.0000 35,230.00 271.000 35,230.00 (F) 022 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 14,600.00 142.505 14,250.50 (F) PROGRAM CAS145 PAGE 2 DATE 08/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-174324 TIME 06:29 AM ESTIMATE NO. 22 BID OPENING 10/05/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: COLLINS, TOM DATE OF THIS ESTIMATE 08/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 HIGHWAY PLANTING LS 23,000.0000 23,000.00 1.000 23,000.00 (S) 024 STRAW (EROSION CONTROL) TONN 700.0000 980.00 1.270 889.00 (S) 025 FIBER (EROSION CONTROL) KG 4.0000 2,720.00 619.140 2,476.56 (S) 026 SEED (TYPE 1) (EROSION CONTROL) KG 500.0000 1,050.00 1.730 865.00 (S) 027 SEED (TYPE 2) (EROSION CONTROL) KG 300.0000 690.00 2.170 651.00 (S) 028 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 10.0000 200.00 18.220 182.20 (S) 029 COMPOST (EROSION CONTROL) KG 3.0000 1,800.00 546.300 1,638.90 (S) 030 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 300.00 54.640 273.20 (S) 031 PLANT ESTABLISHMENT WORK LS 8,500.0000 8,500.00 0.050 425.00 0.350 2,975.00 (S) 032 CLASS 2 AGGREGATE BASE M3 100.0000 2,000.00 33.450 3,345.00 033 ASPHALT CONCRETE (TYPE A) TONN 160.0000 8,960.00 77.656 12,424.96 123.610 19,777.60 034 RUMBLE STRIP M 150.0000 7,200.00 17.700 2,655.00 035 REPLACE CONCRETE PAVEMENT M3 400.0000 32,000.00 57.000 22,800.00 57.000 22,800.00 036 FURNISH STEEL PILING (HP 250 X 62) M 25.0000 950.00 35.375 884.38 037 DRIVE STEEL PILE (HP 250 X 62) EA 6,500.0000 26,000.00 4.000 26,000.00 (S) 038 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 48,000.00 154.319 46,295.70 PILING 039 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 150,000.00 5.000 150,000.00 (S) PILING (ROCK SOCKET) 040 1524 MM PERMANENT STEEL CASING M 1,000.0000 12,000.00 10.200 10,200.00 (S) 041 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 48,000.00 12.000 48,000.00 (S) PILING 042 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 134,400.00 31.400 131,880.00 PILING 043 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 15,400.00 44.000 15,400.00 (F) 044 STRUCTURAL CONCRETE, BRIDGE M3 1,120.0000 488,320.00 431.605 483,397.60 (F) 045 DRILL AND BOND DOWEL M 100.0000 7,400.00 60.600 6,060.00 046 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,000.0000 105,000.00 3.000 105,000.00 (S) BULB-TEE GIRDER (25 M - 30 M) 047 ERECT PRECAST PRESTRESSED CONCRETE EA 5,500.0000 16,500.00 3.000 16,500.00 (S) GIRDER 048 FURNISH POLYESTER CONCRETE OVERLAY M3 2,000.0000 64,000.00 1.830 3,660.00 33.330 66,660.00 049 PLACE POLYESTER CONCRETE OVERLAY M2 35.0000 36,540.00 57.000 1,995.00 1,044.000 36,540.00 (F) PROGRAM CAS145 PAGE 3 DATE 08/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-174324 TIME 06:29 AM ESTIMATE NO. 22 BID OPENING 10/05/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: COLLINS, TOM DATE OF THIS ESTIMATE 08/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 JOINT SEAL (MR 50 MM) M 3,000.0000 12,000.00 5.563 16,689.00 (S) 051 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 169,780.00 84,890.000 169,780.00 (SF) 052 ABUTMENT LUMBER BLOCKING M3 5,000.0000 45,000.00 9.000 45,000.00 (F) 053 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 3,000.00 3.000 3,000.00 054 CONCRETE BARRIER (TYPE 732) M 200.0000 30,400.00 152.000 30,400.00 (F) 055 CONCRETE BARRIER (TYPE 732 MODIFIED) M 200.0000 58,000.00 98.000 19,600.00 242.000 48,400.00 (F) 056 PAINT TRAFFIC STRIPE (2-COAT) M 1.5000 6,390.00 1,351.300 2,026.95 9,531.756 14,297.63 (S) 057 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 980.00 261.000 522.00 598.000 1,196.00 (S) 058 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 1,200.00 130.000 650.00 275.000 1,375.00 (S) 059 WEATHER MONITORING STATION (MODIFY) LS 5,000.0000 5,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 08/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-174324 TIME 06:29 AM ESTIMATE NO. 22 BID OPENING 10/05/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: COLLINS, TOM DATE OF THIS ESTIMATE 08/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 101,655.87 1,963,383.23 ADJUSTMENT OF COMPENSATION 0.00 2,290.89 EXTRA WORK 4,612.21 162,719.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 106,268.08 2,128,393.33 060 MOBILIZATION LS 206,000.0000 206,000.00 1.000 206,000.00 ORIGINAL CONTRACT AMOUNT 2,243,595.00 TOTAL WORK COMPLETED 106,268.08 2,334,393.33 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,850.00 -39,427.56 TOTAL 85,418.08 2,294,965.77 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 12/27/00 285 01/16/01 01/25/01 09/20/02 385 6 69 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU LD'S TAKEN COLLINS, TOM RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 08/23/02