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 03/19/05 EST. NO.23 TIME 08:21 AM R.E. NAME: ABELA, FERNANDO 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 --------------------------------------------------------------------------- 002 0035 2,864.67 E.W. @ F.A.(+) 020205 N 0323.0 0036 336.07 020705 N 0324.0 0037 2,541.60 022305 N 0325.0 0038 4,009.50 090804 N 0161.1 0039 2,848.85 090704 N 0177.1 0040 3,113.53 061104 N 0296.1 0041 388.69 091404 N 0321.1 005 0005-2 1,488.10 E.W. @ F.A.(+) 110703 N 0055.0 DAO CORRECTING ENTRY 006 0002 11,521.36 E.W. @ F.A.(+) 112304 N 0289.0 0003 833.88 111804 N 0304.0 011 0011 520.88 A.C. @ F.A.(+) 101804 N 0244.0 0013 18,773.80 052504 N 0254.0 0014 1,210.00 052504 N 0255.0 0016 567.10 060304 N 0295.0 016 0031 1,252.87 E.W. @ F.A.(+) 113004 N 0288.1 0032 2,335.52 111704 N 0301.1 0033 2,007.46 040204 N 0316.1 0034 3,841.24 042204 N 0320.1 0035 3,797.21 020205 N 0322.1 64,252.33 TOTAL THIS ESTIMATE 738,520.29 TOTAL PREVIOUS ESTIMATE 802,772.62 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 03/19/05 EST. NO.23 TIME 08:21 AM R.E. NAME: ABELA, FERNANDO 04-274204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP VIOLATION -140,000.00 06 SWPPP VIOLATION 140,000.00 07 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 08:21 AM ESTIMATE NO. 23 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 03/20/05 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 03/19/05 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 0.700 1,400.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 210,000.00 210.000 210,000.00 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 1.000 8,000.00 S) 09 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 55,500.00 9,086.500 45,432.50 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 20.0000 600.00 47.700 954.00 12 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,500.00 61.000 3,050.00 S) 13 TEMPORARY PAVEMENT MARKER EA 5.0000 1,850.00 494.600 2,473.00 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 48,000.00 4.000 48,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 35.0000 95,200.00 2,720.000 95,200.00 S) 16 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 183.500 36,700.00 17 TEMPORARY TRAFFIC SCREEN M 20.0000 51,200.00 1,026.800 20,536.00 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 79.600 7,960.00 PROGRAM CAS145 PAGE 2 DATE 03/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 08:21 AM ESTIMATE NO. 23 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 03/20/05 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 03/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 20.000 2,500.00 25 REMOVE INLET EA 500.0000 500.00 1.000 500.00 26 REMOVE CONCRETE PAVEMENT M2 50.0000 29,500.00 590.000 29,500.00 27 RELOCATE ROADSIDE SIGN (WOOD POST) EA 150.0000 1,500.00 10.000 1,500.00 28 MODIFY INLET TO MANHOLE EA 3,000.0000 6,000.00 2.000 6,000.00 29 REMOVE CONCRETE CURB M 50.0000 10,000.00 200.000 10,000.00 30 BRIDGE REMOVAL, LOCATION A LS 15,000.0000 15,000.00 1.000 15,000.00 31 BRIDGE REMOVAL, LOCATION B LS 50,000.0000 50,000.00 1.000 50,000.00 32 BRIDGE REMOVAL (PORTION) LS 9,000.0000 9,000.00 1.000 9,000.00 33 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 1.000 45,000.00 34 ROADWAY EXCAVATION M3 25.0000 15,500.00 620.000 15,500.00 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 7,690.000 230,700.00 38 STRUCTURE EXCAVATION (BRIDGE) M3 175.0000 102,375.00 584.986 102,372.55 F) 39 STRUCTURE EXCAVATION (RETAINING WALL) M3 150.0000 10,050.00 67.000 10,050.00 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 64.000 35,200.00 F) 42 STRUCTURE BACKFILL (BRIDGE) M3 225.0000 38,250.00 170.000 38,250.00 F) 43 STRUCTURE BACKFILL (RETAINING WALL) M3 170.0000 6,460.00 38.000 6,460.00 F) 44 HIGHWAY PLANTING LS 20,000.0000 20,000.00 1.000 20,000.00 45 EROSION CONTROL (BLANKET) M2 6.0000 13,200.00 2,200.000 13,200.00 46 EROSION CONTROL (TYPE D) M2 3.0000 9,000.00 3,000.000 9,000.00 47 FIBER ROLLS M 55.0000 22,550.00 410.000 22,550.00 48 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 1.500 750.00 49 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.200 1,000.00 0.700 3,500.00 PROGRAM CAS145 PAGE 3 DATE 03/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 08:21 AM ESTIMATE NO. 23 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 03/20/05 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 03/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 15,000.00 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 70.000 14,000.00 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 1,981.400 138,698.00 55 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 35.0000 4,200.00 120.000 4,200.00 56 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 35.0000 2,800.00 59.000 2,065.00 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 73,000.00 109.910 109,910.00 (RAPID STRENGTH CONCRETE) 59 FURNISH PILING M 90.0000 47,790.00 456.010 41,040.90 (610 MM PRECAST PRESTRESSED) 60 DRIVE PILE EA 3,500.0000 143,500.00 42.000 147,000.00 S) (610 MM PRECAST PRESTRESSED) 61 FURNISH PILING (CLASS 625C) M 50.0000 25,300.00 359.300 17,965.00 (ALT Y) (MOD) 62 DRIVE PILE (CLASS 625C) (ALT Y) EA 3,500.0000 108,500.00 31.000 108,500.00 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 7,248.00 151.000 7,248.00 66 DRIVE PILE (CLASS 400C) (ALT Y) EA 3,500.0000 73,500.00 21.000 73,500.00 S) 67 FURNISH PILING M 48.0000 10,848.00 226.000 10,848.00 (380 MM PRECAST PRESTRESSED) 68 DRIVE PILE EA 3,500.0000 56,000.00 16.000 56,000.00 S) (380 MM PRECAST PRESTRESSED) 69 STRUCTURAL CONCRETE, BRIDGE M3 935.0000 630,190.00 673.500 629,722.50 F) 70 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 22,400.00 32.000 22,400.00 F) 71 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 5,000.00 5.000 5,000.00 72 DRILL AND BOND DOWEL M 150.0000 1,650.00 5.500 825.00 73 FURNISH PRECAST PRESTRESSED VOIDED M2 350.0000 267,750.00 765.000 267,750.00 SF)CONCRETE SLAB (TYPE S1V) 74 ERECT PRECAST PRESTRESSED VOIDED EA 1,000.0000 47,000.00 47.000 47,000.00 S) CONCRETE SLAB (TYPE S1V) 75 JOINT SEAL (MR 15 MM) M 350.0000 2,100.00 6.000 2,100.00 S) 76 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 53,250.00 35,500.000 53,250.00 F) PROGRAM CAS145 PAGE 4 DATE 03/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 08:21 AM ESTIMATE NO. 23 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 03/20/05 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 03/19/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,160.000 3,480.00 F) 78 BAR REINFORCING STEEL (EPOXY COATED) KG 3.0000 136,551.00 45,517.000 136,551.00 SF)(BRIDGE) 79 SHOTCRETE M3 800.0000 52,000.00 71.540 57,232.00 F) 80 300 MM REINFORCED CONCRETE PIPE M 400.0000 2,000.00 5.000 2,000.00 (CLASS III) 81 MINOR CONCRETE (MISCELLANEOUS M3 620.0000 68,200.00 110.000 68,200.00 CONSTRUCTION) 82 MISCELLANEOUS IRON AND STEEL KG 2.0000 660.00 330.000 660.00 F) 83 METAL BEAM GUARD RAILING M 70.0000 7,000.00 100.000 7,000.00 S) 84 PICKET RAILING M 320.0000 20,480.00 64.000 20,480.00 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 30.000 8,250.00 F) 87 CONCRETE BARRIER (TYPE 736) M 260.0000 29,900.00 106.000 27,560.00 F) 88 CONCRETE BARRIER (TYPE 742) M 285.0000 15,390.00 54.000 15,390.00 F) 89 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 1,000.00 45.240 2,262.00 S) 90 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,110.00 1,340.970 1,340.97 S) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,160.00 1,535.300 1,535.30 S) (WHITE) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 720.00 326.090 652.18 S) (WHITE) 93 PAINT PAVEMENT MARKING (2-COAT) M2 20.0000 100.00 2.880 57.60 S) 94 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 1,500.00 443.000 1,329.00 S) 95 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 4.0000 1,120.00 297.000 1,188.00 S) TYPE G) 96 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 4.0000 1,200.00 126.000 504.00 S) TYPE H) 97 MODIFY RAMP METERING SYSTEM TRAFFIC LS 10,000.0000 10,000.00 1.000 10,000.00 S) 98 MODIFY LIGHTING LS 45,000.0000 45,000.00 1.000 45,000.00 S) PROGRAM CAS145 PAGE 5 DATE 03/19/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-274204 TIME 08:21 AM ESTIMATE NO. 23 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 03/20/05 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 03/19/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,000.00 3,660,944.00 ADJUSTMENT OF COMPENSATION 21,071.78 38,181.09 EXTRA WORK 43,180.55 764,591.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 65,252.33 4,463,716.62 99 MOBILIZATION LS 390,000.0000 390,000.00 1.000 390,000.00 ORIGINAL CONTRACT AMOUNT 4,163,468.00 TOTAL WORK COMPLETED 65,252.33 4,853,716.62 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 65,252.33 4,853,716.62 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 05/15/05 427 43 8 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY ABELA, FERNANDO RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 03/19/05