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 08/20/03 EST. NO.04 TIME 12:42 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 --------------------------------------------------------------------------- 001 0001 551.47 E.W. @ F.A.(+) 052203 N 0006.0 0002 491.17 052103 N 0007.0 0003 121.31 061803 N 0009.0 0004 23.00 061303 N 0012.0 0005 1,809.54 052903 N 0005.0 0006 225.25 031103 N 0001.0 0007 1,146.46 061203 N 0003.0 0008 87.93 060903 N 0004.0 4,456.13 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 4,456.13 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 08/20/03 EST. NO.04 TIME 12:42 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 08/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 12:42 PM ESTIMATE NO. 04 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 08/20/03 R.E. NAME: FERNANDO ABEL DATE OF THIS ESTIMATE 08/20/03 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.100 200.00 0.350 700.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 210,000.00 23.000 23,000.00 69.000 69,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 3,200.00 49.000 980.00 04 LEAD COMPLIANCE PLAN (LEAD IN SOIL) LS 7,000.0000 7,000.00 1.000 7,000.00 05 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 (LEAD IN THERMOPLASTIC PAINT) 06 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 1.000 10,000.00 08 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.700 5,600.00 S) 09 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.250 37,500.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 55,500.00 -74.500 -372.50 2,944.500 14,722.50 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 20.0000 600.00 10.700 214.00 12 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,500.00 54.000 2,700.00 S) 13 TEMPORARY PAVEMENT MARKER EA 5.0000 1,850.00 402.600 2,013.00 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 48,000.00 3.300 39,600.00 S) 15 TEMPORARY RAILING (TYPE K) M 35.0000 95,200.00 884.000 30,940.00 S) 16 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 96.500 19,300.00 17 TEMPORARY TRAFFIC SCREEN M 20.0000 51,200.00 674.800 13,496.00 S) 18 REMOVE METAL BEAM GUARD RAILING M 25.0000 2,500.00 100.000 2,500.00 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 5,480.00 1,333.000 5,332.00 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 9.0000 9,270.00 1,357.000 12,213.00 (YELLOW) 21 REMOVE PAVEMENT MARKER EA 1.0000 980.00 814.000 814.00 22 REMOVE ASPHALT CONCRETE M3 100.0000 8,000.00 70.600 7,060.00 PROGRAM CAS145 PAGE 2 DATE 08/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 12:42 PM ESTIMATE NO. 04 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 08/20/03 R.E. NAME: FERNANDO ABEL DATE OF THIS ESTIMATE 08/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE DIKE M 15.0000 2,850.00 190.000 2,850.00 24 REMOVE CULVERT M 125.0000 2,500.00 7.000 875.00 7.000 875.00 25 REMOVE INLET EA 500.0000 500.00 1.000 500.00 1.000 500.00 26 REMOVE CONCRETE PAVEMENT M2 50.0000 29,500.00 0.000 0.00 27 RELOCATE ROADSIDE SIGN (WOOD POST) EA 150.0000 1,500.00 2.000 300.00 28 MODIFY INLET TO MANHOLE EA 3,000.0000 6,000.00 0.000 0.00 29 REMOVE CONCRETE CURB M 50.0000 10,000.00 92.000 4,600.00 30 BRIDGE REMOVAL, LOCATION A LS 15,000.0000 15,000.00 0.500 7,500.00 31 BRIDGE REMOVAL, LOCATION B LS 50,000.0000 50,000.00 0.050 2,500.00 0.750 37,500.00 32 BRIDGE REMOVAL (PORTION) LS 9,000.0000 9,000.00 0.160 1,440.00 0.660 5,940.00 33 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 0.900 40,500.00 34 ROADWAY EXCAVATION M3 25.0000 15,500.00 0.000 0.00 35 ROADWAY EXCAVATION (ROAD WORK) M3 70.0000 45,500.00 311.000 21,770.00 (NON-HAZARDOUS) 36 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 40,500.00 137.310 20,596.50 (AERIALLY DEPOSITED LEAD) 37 CHANNEL EXCAVATION M3 30.0000 230,700.00 1,000.000 30,000.00 2,500.000 75,000.00 38 STRUCTURE EXCAVATION (BRIDGE) M3 175.0000 102,375.00 64.000 11,200.00 262.500 45,937.50 F) 39 STRUCTURE EXCAVATION (RETAINING WALL) M3 150.0000 10,050.00 0.000 0.00 F) 40 STRUCTURE EXCAVATION (TYPE Z-2) M3 150.0000 2,250.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 41 STRUCTURE EXCAVATION (CHANNEL WALL) M3 550.0000 35,200.00 0.000 0.00 F) 42 STRUCTURE BACKFILL (BRIDGE) M3 225.0000 38,250.00 20.500 4,612.50 20.500 4,612.50 F) 43 STRUCTURE BACKFILL (RETAINING WALL) M3 170.0000 6,460.00 0.000 0.00 F) 44 HIGHWAY PLANTING LS 20,000.0000 20,000.00 0.000 0.00 45 EROSION CONTROL (BLANKET) M2 6.0000 13,200.00 195.000 1,170.00 470.000 2,820.00 46 EROSION CONTROL (TYPE D) M2 3.0000 9,000.00 0.000 0.00 47 FIBER ROLLS M 55.0000 22,550.00 60.000 3,300.00 185.000 10,175.00 48 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 0.500 250.00 49 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 12:42 PM ESTIMATE NO. 04 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 08/20/03 R.E. NAME: FERNANDO ABEL DATE OF THIS ESTIMATE 08/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 51 EXTEND 200 MM CONDUIT M 235.0000 2,350.00 0.000 0.00 52 CLASS 3 AGGREGATE BASE M3 200.0000 14,000.00 0.000 0.00 53 ASPHALT CONCRETE (TYPE B) TONN 220.0000 48,400.00 0.000 0.00 54 ASPHALT CONCRETE (TYPE A) TONN 70.0000 144,900.00 965.400 67,578.00 55 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 35.0000 4,200.00 0.000 0.00 56 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 35.0000 2,800.00 0.000 0.00 57 LIQUID ASPHALT, SC-70 (PRIME COAT) TONN 1,000.0000 2,000.00 1.440 1,440.00 58 REPLACE CONCRETE PAVEMENT M3 1,000.0000 73,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 59 FURNISH PILING M 90.0000 47,790.00 52.000 4,680.00 182.000 16,380.00 (610 MM PRECAST PRESTRESSED) 60 DRIVE PILE EA 3,500.0000 143,500.00 7.000 24,500.00 18.000 63,000.00 S) (610 MM PRECAST PRESTRESSED) 61 FURNISH PILING (CLASS 625C) M 50.0000 25,300.00 73.000 3,650.00 73.000 3,650.00 (ALT Y) (MOD) 62 DRIVE PILE (CLASS 625C) (ALT Y) EA 3,500.0000 108,500.00 7.000 24,500.00 7.000 24,500.00 S) (MOD) 63 FURNISH PILING (CLASS 625C) (ALT Y) M 48.0000 14,016.00 292.000 14,016.00 64 DRIVE PILE (CLASS 625C) (ALT Y) EA 3,500.0000 63,000.00 19.000 66,500.00 S) 65 FURNISH PILING (CLASS 400C) (ALT Y) M 48.0000 7,248.00 113.540 5,449.92 66 DRIVE PILE (CLASS 400C) (ALT Y) EA 3,500.0000 73,500.00 15.000 52,500.00 S) 67 FURNISH PILING M 48.0000 10,848.00 167.030 8,017.44 (380 MM PRECAST PRESTRESSED) 68 DRIVE PILE EA 3,500.0000 56,000.00 12.000 42,000.00 S) (380 MM PRECAST PRESTRESSED) 69 STRUCTURAL CONCRETE, BRIDGE M3 935.0000 630,190.00 62.000 57,970.00 122.000 114,070.00 F) 70 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 22,400.00 0.000 0.00 F) 71 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 5,000.00 0.750 750.00 0.750 750.00 72 DRILL AND BOND DOWEL M 150.0000 1,650.00 0.000 0.00 73 FURNISH PRECAST PRESTRESSED VOIDED M2 350.0000 267,750.00 0.000 0.00 SF)CONCRETE SLAB (TYPE S1V) 74 ERECT PRECAST PRESTRESSED VOIDED EA 1,000.0000 47,000.00 0.000 0.00 S) CONCRETE SLAB (TYPE S1V) 75 JOINT SEAL (MR 15 MM) M 350.0000 2,100.00 0.000 0.00 S) 76 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 53,250.00 9,701.000 14,551.50 9,701.000 14,551.50 F) PROGRAM CAS145 PAGE 4 DATE 08/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 12:42 PM ESTIMATE NO. 04 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 08/20/03 R.E. NAME: FERNANDO ABEL DATE OF THIS ESTIMATE 08/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 3,480.00 0.000 0.00 F) 78 BAR REINFORCING STEEL (EPOXY COATED) KG 3.0000 136,551.00 5,437.000 16,311.00 5,437.000 16,311.00 SF)(BRIDGE) 79 SHOTCRETE M3 800.0000 52,000.00 0.000 0.00 F) 80 300 MM REINFORCED CONCRETE PIPE M 400.0000 2,000.00 5.000 2,000.00 5.000 2,000.00 (CLASS III) 81 MINOR CONCRETE (MISCELLANEOUS M3 620.0000 68,200.00 0.000 0.00 CONSTRUCTION) 82 MISCELLANEOUS IRON AND STEEL KG 2.0000 660.00 108.000 216.00 108.000 216.00 F) 83 METAL BEAM GUARD RAILING M 70.0000 7,000.00 0.000 0.00 S) 84 PICKET RAILING M 320.0000 20,480.00 0.000 0.00 S) 85 CONCRETE BARRIER (TYPE 50A) M 370.0000 6,290.00 0.000 0.00 F) 86 CONCRETE BARRIER (TYPE 732) M 275.0000 8,250.00 0.000 0.00 F) 87 CONCRETE BARRIER (TYPE 736) M 260.0000 29,900.00 0.000 0.00 F) 88 CONCRETE BARRIER (TYPE 742) M 285.0000 15,390.00 0.000 0.00 F) 89 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 1,000.00 0.000 0.00 S) 90 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,110.00 0.000 0.00 S) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,160.00 0.000 0.00 S) (WHITE) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 720.00 0.000 0.00 S) (WHITE) 93 PAINT PAVEMENT MARKING (2-COAT) M2 20.0000 100.00 0.000 0.00 S) 94 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 1,500.00 0.000 0.00 S) 95 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 4.0000 1,120.00 0.000 0.00 S) TYPE G) 96 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 4.0000 1,200.00 0.000 0.00 S) TYPE H) 97 MODIFY RAMP METERING SYSTEM TRAFFIC LS 10,000.0000 10,000.00 0.000 0.00 S) 98 MODIFY LIGHTING LS 45,000.0000 45,000.00 0.050 2,250.00 0.600 27,000.00 S) PROGRAM CAS145 PAGE 5 DATE 08/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 12:42 PM ESTIMATE NO. 04 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 08/20/03 R.E. NAME: FERNANDO ABEL DATE OF THIS ESTIMATE 08/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 229,803.50 1,107,340.86 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 4,456.13 4,456.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 234,259.63 1,111,796.99 99 MOBILIZATION LS 390,000.0000 390,000.00 0.950 370,500.00 ORIGINAL CONTRACT AMOUNT 4,163,468.00 TOTAL WORK COMPLETED 234,259.63 1,482,296.99 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 234,259.63 1,482,296.99 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 69 17 0 0 35% 33% PROGRESS IS SATISFACTORY FERNANDO ABEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 08/20/03