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 06/17/03 EST. NO.02 TIME 12:40 PM R.E. NAME: FERNANDO ABEL 04-274204 --------------------------------------------------------------------------- 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 06/17/03 EST. NO.02 TIME 12:40 PM R.E. NAME: FERNANDO ABEL 04-274204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 12:40 PM ESTIMATE NO. 02 BID OPENING 02/25/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: FERNANDO ABEL DATE OF THIS ESTIMATE 06/17/03 LOCATION PROGRESS ESTIMATE 04-SM-101-13.4/ .0 ----------------- GORDON N BALL INC IN SAN MATEO COUNTY IN SAN MATEO AT 333 CAMILLE AVE THIRD AVENUE OVERCROSSING ALAMO, CA 94507 FED. AID NO. ACNH-Q101(29)E IMPROVE DRAINAGE CAPACITY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.100 200.00 0.150 300.0 002 TIME-RELATED OVERHEAD WDAY 1,000.0000 210,000.00 17.000 17,000.00 27.000 27,000.0 003 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 3,200.00 49.000 980.00 49.000 980.0 004 LEAD COMPLIANCE PLAN (LEAD IN SOIL) LS 7,000.0000 7,000.00 1.000 7,000.00 1.000 7,000.0 005 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.0 (LEAD IN THERMOPLASTIC PAINT) 006 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.800 800.00 0.800 800.0 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.800 8,000.00 0.800 8,000.0 008 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.700 5,600.0 (S) 009 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.200 30,000.00 0.250 37,500.0 (S) 010 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 55,500.00 3,019.000 15,095.0 011 TEMPORARY PAVEMENT MARKING (TAPE) M2 20.0000 600.00 10.700 214.00 10.700 214.0 012 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,500.00 35.000 1,750.00 54.000 2,700.0 (S) 013 TEMPORARY PAVEMENT MARKER EA 5.0000 1,850.00 40.600 203.00 402.600 2,013.0 014 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 48,000.00 1.400 16,800.00 2.800 33,600.0 (S) 015 TEMPORARY RAILING (TYPE K) M 35.0000 95,200.00 576.000 20,160.00 884.000 30,940.0 (S) 016 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 65.700 13,140.00 96.500 19,300.0 017 TEMPORARY TRAFFIC SCREEN M 20.0000 51,200.00 674.800 13,496.00 674.800 13,496.0 (S) 018 REMOVE METAL BEAM GUARD RAILING M 25.0000 2,500.00 0.000 0.0 019 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 5,480.00 393.000 1,572.00 1,333.000 5,332.0 020 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 9.0000 9,270.00 192.000 1,728.00 1,357.000 12,213.0 (YELLOW) 021 REMOVE PAVEMENT MARKER EA 1.0000 980.00 28.000 28.00 814.000 814.0 022 REMOVE ASPHALT CONCRETE M3 100.0000 8,000.00 36.600 3,660.00 36.600 3,660.0 PROGRAM CAS145 PAGE 2 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 12:40 PM ESTIMATE NO. 02 BID OPENING 02/25/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: FERNANDO ABEL DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ASPHALT CONCRETE DIKE M 15.0000 2,850.00 190.000 2,850.00 190.000 2,850.0 024 REMOVE CULVERT M 125.0000 2,500.00 0.000 0.0 025 REMOVE INLET EA 500.0000 500.00 0.000 0.0 026 REMOVE CONCRETE PAVEMENT M2 50.0000 29,500.00 0.000 0.0 027 RELOCATE ROADSIDE SIGN (WOOD POST) EA 150.0000 1,500.00 2.000 300.00 2.000 300.0 028 MODIFY INLET TO MANHOLE EA 3,000.0000 6,000.00 0.000 0.0 029 REMOVE CONCRETE CURB M 50.0000 10,000.00 50.000 2,500.00 92.000 4,600.0 030 BRIDGE REMOVAL, LOCATION A LS 15,000.0000 15,000.00 0.000 0.0 031 BRIDGE REMOVAL, LOCATION B LS 50,000.0000 50,000.00 0.100 5,000.00 0.100 5,000.0 032 BRIDGE REMOVAL (PORTION) LS 9,000.0000 9,000.00 0.000 0.0 033 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 0.750 33,750.00 0.750 33,750.0 034 ROADWAY EXCAVATION M3 25.0000 15,500.00 0.000 0.0 035 ROADWAY EXCAVATION (ROAD WORK) M3 70.0000 45,500.00 311.000 21,770.00 311.000 21,770.0 (NON-HAZARDOUS) 036 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 40,500.00 92.000 13,800.00 92.000 13,800.0 (AERIALLY DEPOSITED LEAD) 037 CHANNEL EXCAVATION M3 30.0000 230,700.00 500.000 15,000.00 500.000 15,000.0 038 STRUCTURE EXCAVATION (BRIDGE) M3 175.0000 102,375.00 0.000 0.0 (F) 039 STRUCTURE EXCAVATION (RETAINING WALL) M3 150.0000 10,050.00 0.000 0.0 (F) 040 STRUCTURE EXCAVATION (TYPE Z-2) M3 150.0000 2,250.00 0.000 0.0 (F) (AERIALLY DEPOSITED LEAD) 041 STRUCTURE EXCAVATION (CHANNEL WALL) M3 550.0000 35,200.00 0.000 0.0 (F) 042 STRUCTURE BACKFILL (BRIDGE) M3 225.0000 38,250.00 0.000 0.0 (F) 043 STRUCTURE BACKFILL (RETAINING WALL) M3 170.0000 6,460.00 0.000 0.0 (F) 044 HIGHWAY PLANTING LS 20,000.0000 20,000.00 0.000 0.0 045 EROSION CONTROL (BLANKET) M2 6.0000 13,200.00 800.000 4,800.00 800.000 4,800.0 046 EROSION CONTROL (TYPE D) M2 3.0000 9,000.00 0.000 0.0 047 FIBER ROLLS M 55.0000 22,550.00 180.000 9,900.00 180.000 9,900.0 048 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 0.000 0.0 049 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.0 PROGRAM CAS145 PAGE 3 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 12:40 PM ESTIMATE NO. 02 BID OPENING 02/25/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: FERNANDO ABEL DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 0.000 0.0 051 EXTEND 200 MM CONDUIT M 235.0000 2,350.00 0.000 0.0 052 CLASS 3 AGGREGATE BASE M3 200.0000 14,000.00 0.000 0.0 053 ASPHALT CONCRETE (TYPE B) TONN 220.0000 48,400.00 0.000 0.0 054 ASPHALT CONCRETE (TYPE A) TONN 70.0000 144,900.00 965.400 67,578.00 965.400 67,578.0 055 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 35.0000 4,200.00 0.000 0.0 056 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 35.0000 2,800.00 0.000 0.0 057 LIQUID ASPHALT, SC-70 (PRIME COAT) TONN 1,000.0000 2,000.00 0.000 0.0 058 REPLACE CONCRETE PAVEMENT M3 1,000.0000 73,000.00 0.000 0.0 (RAPID STRENGTH CONCRETE) 059 FURNISH PILING M 90.0000 47,790.00 0.000 0.0 (610 MM PRECAST PRESTRESSED) 060 DRIVE PILE EA 3,500.0000 143,500.00 0.000 0.0 (S) (610 MM PRECAST PRESTRESSED) 061 FURNISH PILING (CLASS 625C) M 50.0000 25,300.00 0.000 0.0 (ALT Y) (MOD) 062 DRIVE PILE (CLASS 625C) (ALT Y) EA 3,500.0000 108,500.00 0.000 0.0 (S) (MOD) 063 FURNISH PILING (CLASS 625C) (ALT Y) M 48.0000 14,016.00 0.000 0.0 064 DRIVE PILE (CLASS 625C) (ALT Y) EA 3,500.0000 63,000.00 0.000 0.0 (S) 065 FURNISH PILING (CLASS 400C) (ALT Y) M 48.0000 7,248.00 0.000 0.0 066 DRIVE PILE (CLASS 400C) (ALT Y) EA 3,500.0000 73,500.00 0.000 0.0 (S) 067 FURNISH PILING M 48.0000 10,848.00 0.000 0.0 (380 MM PRECAST PRESTRESSED) 068 DRIVE PILE EA 3,500.0000 56,000.00 0.000 0.0 (S) (380 MM PRECAST PRESTRESSED) 069 STRUCTURAL CONCRETE, BRIDGE M3 935.0000 630,190.00 0.000 0.0 (F) 070 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 22,400.00 0.000 0.0 (F) 071 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 5,000.00 0.000 0.0 072 DRILL AND BOND DOWEL M 150.0000 1,650.00 0.000 0.0 073 FURNISH PRECAST PRESTRESSED VOIDED M2 350.0000 267,750.00 0.000 0.0 (SF)CONCRETE SLAB (TYPE S1V) 074 ERECT PRECAST PRESTRESSED VOIDED EA 1,000.0000 47,000.00 0.000 0.0 (S) CONCRETE SLAB (TYPE S1V) 075 JOINT SEAL (MR 15 MM) M 350.0000 2,100.00 0.000 0.0 (S) 076 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 53,250.00 0.000 0.0 (F) PROGRAM CAS145 PAGE 4 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 12:40 PM ESTIMATE NO. 02 BID OPENING 02/25/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: FERNANDO ABEL DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 3,480.00 0.000 0.0 (F) 078 BAR REINFORCING STEEL (EPOXY COATED) KG 3.0000 136,551.00 0.000 0.0 (SF)(BRIDGE) 079 SHOTCRETE M3 800.0000 52,000.00 0.000 0.0 (F) 080 300 MM REINFORCED CONCRETE PIPE M 400.0000 2,000.00 0.000 0.0 (CLASS III) 081 MINOR CONCRETE (MISCELLANEOUS M3 620.0000 68,200.00 0.000 0.0 CONSTRUCTION) 082 MISCELLANEOUS IRON AND STEEL KG 2.0000 660.00 0.000 0.0 (F) 083 METAL BEAM GUARD RAILING M 70.0000 7,000.00 0.000 0.0 (S) 084 PICKET RAILING M 320.0000 20,480.00 0.000 0.0 (S) 085 CONCRETE BARRIER (TYPE 50A) M 370.0000 6,290.00 0.000 0.0 (F) 086 CONCRETE BARRIER (TYPE 732) M 275.0000 8,250.00 0.000 0.0 (F) 087 CONCRETE BARRIER (TYPE 736) M 260.0000 29,900.00 0.000 0.0 (F) 088 CONCRETE BARRIER (TYPE 742) M 285.0000 15,390.00 0.000 0.0 (F) 089 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 1,000.00 0.000 0.0 (S) 090 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,110.00 0.000 0.0 (S) 091 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,160.00 0.000 0.0 (S) (WHITE) 092 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 720.00 0.000 0.0 (S) (WHITE) 093 PAINT PAVEMENT MARKING (2-COAT) M2 20.0000 100.00 0.000 0.0 (S) 094 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 1,500.00 0.000 0.0 (S) 095 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 4.0000 1,120.00 0.000 0.0 (S) TYPE G) 096 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 4.0000 1,200.00 0.000 0.0 (S) TYPE H) 097 MODIFY RAMP METERING SYSTEM TRAFFIC LS 10,000.0000 10,000.00 0.000 0.0 (S) 098 MODIFY LIGHTING LS 45,000.0000 45,000.00 0.050 2,250.00 0.050 2,250.0 (S) PROGRAM CAS145 PAGE 5 DATE 06/17/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 12:40 PM ESTIMATE NO. 02 BID OPENING 02/25/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: FERNANDO ABEL DATE OF THIS ESTIMATE 06/17/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 319,229.00 411,155.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 319,229.00 411,155.00 099 MOBILIZATION LS 390,000.0000 390,000.00 0.750 292,500.00 0.750 292,500.0 ORIGINAL CONTRACT AMOUNT 4,163,468.00 TOTAL WORK COMPLETED 611,729.00 703,655.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 611,729.00 703,655.00 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 04/03/03 460 04/21/03 04/21/03 03/30/04 27 17 0 0 17% 13% PROGRESS IS SATISFACTORY FERNANDO ABEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 06/17/03