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 09/19/12 EST. NO.01 TIME 11:30 AM R.E. NAME: TYLER LAVERING 05-1A6904 --------------------------------------------------------------------------- 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 09/19/12 EST. NO.01 TIME 11:30 AM R.E. NAME: TYLER LAVERING 05-1A6904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A6904 TIME 11:30 AM ESTIMATE NO. 01 BID OPENING 06/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 09/19/12 LOCATION PROGRESS ESTIMATE 05-MON-1-58.3/ .0 ----------------- 05-MON-1-59.9/ .0 GOLDEN STATE BRIDGE INC IN MONTEREY COUNTY ABOUT 15 MILES 901 HOWE ROAD SOUTH OF CARMEL AT 0.1 MILE SOUTH MARTINEZ CA 94553 OF ROCKY CREEK BRIDGE AND AT 1.1 MILE SOUTH OF BIXBY CREEK BRIDGE FED. AID NO. ACST-P19A(200)4E CONSTRUCT VIADUCT ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.000 0.00 002 TEMPORARY FENCE (TYPE ESA) LF 7.0000 3,675.00 0.000 0.00 003 CONSTRUCTION SITE MANAGEMENT LS 75,000.0000 75,000.00 0.000 0.00 004 PREPARE WATER POLLUTION CONTROL LS 3,000.0000 3,000.00 0.750 2,250.00 0.750 2,250.00 PROGRAM 005 TEMPORARY FIBER ROLL LF 7.0000 2,100.00 0.000 0.00 006 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 0.000 0.00 007 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 1,500.00 0.000 0.00 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 4,000.0000 4,000.00 0.000 0.00 009 TIME-RELATED OVERHEAD (WDAY) WDAY 3,333.0000 1,149,885.00 21.000 69,993.00 21.000 69,993.00 010 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.750 5,625.00 0.750 5,625.00 011 TRAFFIC CONTROL SYSTEM LS 235,000.0000 235,000.00 0.000 0.00 012 TYPE III BARRICADE EA 100.0000 1,200.00 0.000 0.00 013 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 85.0000 2,040.00 0.000 0.00 014 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 5,920.00 0.000 0.00 015 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 5,130.00 0.000 0.00 016 FLASHING BEACON (PORTABLE) EA 4,500.0000 9,000.00 0.000 0.00 017 TEMPORARY SIGNAL SYSTEM LS 91,500.0000 91,500.00 0.500 45,750.00 0.500 45,750.00 018 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.000 0.00 019 TEMPORARY RAILING (TYPE K) LF 35.0000 74,900.00 0.000 0.00 020 TEMPORARY ALTERNATIVE CRASH CUSHION EA 11,000.0000 44,000.00 0.000 0.00 SYSTEM 021 TEMPORARY TRAFFIC SCREEN LF 5.0000 10,700.00 0.000 0.00 022 REMOVE METAL BEAM GUARD RAILING LF 12.0000 7,560.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A6904 TIME 11:30 AM ESTIMATE NO. 01 BID OPENING 06/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED TRAFFIC STRIPE LF 0.7500 4,875.00 0.000 0.00 024 REMOVE ROADSIDE SIGN EA 500.0000 1,000.00 0.000 0.00 025 REMOVE CULVERT (LF) LF 40.0000 12,600.00 0.000 0.00 026 SALVAGE TEMP RAILING (TYPE K) LF 30.0000 11,400.00 0.000 0.00 027 SALVAGE TEMPORARY SIGNAL SYSTEM LS 12,000.0000 12,000.00 0.000 0.00 028 RELOCATE ROADSIDE SIGN-ONE POST EA 500.0000 500.00 0.000 0.00 029 ADJUST INLET EA 4,000.0000 12,000.00 0.000 0.00 030 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 40.0000 2,600.00 0.000 0.00 031 RETAINING WALL REMOVAL (PORTION), LS 155,000.0000 155,000.00 0.000 0.00 REINFORCED CONCRETE CRIB WALL 032 RETAINING WALL REMOVAL (PORTION), SOIL LS 55,000.0000 55,000.00 0.000 0.00 NAIL WALL 033 REMOVE SOIL NAIL FROM 30" DRILLED HOLE EA 2,000.0000 120,000.00 0.000 0.00 034 ROADWAY EXCAVATION CY 125.0000 96,250.00 12.500 1,562.50 12.500 1,562.50 035 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000.00 036 ROCK EXCAVATION CY 2,000.0000 2,200.00 8.000 16,000.00 8.000 16,000.00 037 SHOULDER BACKING TON 2,500.0000 3,500.00 0.000 0.00 038 STRUCTURE EXCAVATION (BRIDGE) CY 135.0000 360,450.00 0.000 0.00 (F) 039 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 145.0000 20,590.00 0.000 0.00 (F) 040 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 5,355.00 0.000 0.00 (F) 041 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 95.0000 13,015.00 0.000 0.00 (F) 042 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 600.0000 126,600.00 0.000 0.00 (F) 043 LEAN CONCRETE BACKFILL CY 600.0000 55,200.00 0.000 0.00 (F) 044 HIGHWAY PLANTING LS 9,625.0000 9,625.00 0.000 0.00 045 PLANT ESTABLISHMENT WORK LS 8,280.0000 8,280.00 0.000 0.00 046 IRRIGATION SYSTEM LS 4,200.0000 4,200.00 0.000 0.00 047 CLASS 2 AGGREGATE BASE (CY) CY 95.0000 66,500.00 0.000 0.00 048 HOT MIX ASPHALT (TYPE A) TON 170.0000 100,300.00 25.020 4,253.40 25.020 4,253.40 049 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 27.0000 1,053.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A6904 TIME 11:30 AM ESTIMATE NO. 01 BID OPENING 06/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT SQYD 70.0000 8,421.00 0.000 0.00 (MISCELLANEOUS AREA) 051 TACK COAT TON 700.0000 700.00 0.000 0.00 052 STEEL SOLDIER PILE (HP 14X89) LF 55.0000 93,060.00 0.000 0.00 053 30" DRILLED HOLE LF 400.0000 646,800.00 0.000 0.00 054 90" DRILLED HOLE LF 2,400.0000 225,600.00 0.000 0.00 055 INSTALL 66" OD PERMANENT STEEL CASING LF 777.0000 141,414.00 0.000 0.00 (1" THICK) 056 INSTALL 90" OD ISOLATION CASING LF 999.0000 100,899.00 0.000 0.00 (1" THICK) 057 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,600.0000 403,200.00 0.000 0.00 058 54" CAST-IN-DRILLED-HOLE CONCRETE LF 2,900.0000 551,000.00 0.000 0.00 PILING (ROCK SOCKET) 059 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,500.0000 452,500.00 0.000 0.00 060 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 750.0000 18,750.00 0.000 0.00 (F) 061 STRUCTURAL CONCRETE, BRIDGE CY 1,750.0000 1,981,000.00 0.000 0.00 (F) 062 STRUCTURAL CONCRETE, CAP BEAM CY 2,000.0000 108,000.00 0.000 0.00 (F) 063 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,400.0000 28,000.00 0.000 0.00 (F) (TYPE EQ MODIFIED) 064 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,200.0000 101,200.00 0.000 0.00 GIRDER (50'-60') 065 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 9,500.00 0.000 0.00 GIRDER (60'-70') 066 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,000.0000 420,000.00 0.000 0.00 GIRDER (70'-80') 067 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,200.0000 12,200.00 0.000 0.00 GIRDER (80'-90') 068 ERECT PRECAST PRESTRESSED CONCRETE EA 2,250.0000 108,000.00 0.000 0.00 (F) GIRDER 069 JOINT SEAL (MR 2") LF 75.0000 5,400.00 0.000 0.00 070 BAR REINFORCING STEEL (BRIDGE) LB 1.3500 350,797.50 0.000 0.00 (F) 071 BAR REINFORCING STEEL (RETAINING WALL) LB 1.8500 10,619.00 0.000 0.00 (F) 072 BAR REINFORCING STEEL (EPOXY COATED) LB 1.5500 379,843.00 0.000 0.00 (F) (BRIDGE) 073 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 7.0000 1,295.00 0.000 0.00 074 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 7.0000 1,295.00 0.000 0.00 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 420.00 0.000 0.00 (0.063"-UNFRAMED) 076 ROADSIDE SIGN - ONE POST EA 500.0000 500.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A6904 TIME 11:30 AM ESTIMATE NO. 01 BID OPENING 06/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 TIMBER LAGGING MFBM 3,500.0000 56,000.00 0.000 0.00 (F) 078 CLEAN AND PAINT STEEL SOLDIER PILING LS 45,000.0000 45,000.00 0.000 0.00 079 12" PLASTIC PIPE DOWNDRAIN LF 55.0000 825.00 0.000 0.00 080 12" OD X 0.25" THICK WELDED STEEL PIPE LF 55.0000 4,400.00 0.000 0.00 (F) CASING (BRIDGE) 081 ROCK SLOPE PROTECTION CY 300.0000 300.00 0.000 0.00 (FACING, METHOD B) (CY) 082 MINOR CONCRETE (MISCELLANEOUS CY 5,000.0000 10,000.00 0.000 0.00 CONSTRUCTION) 083 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 2,052.00 0.000 0.00 (F) 084 SURVEY MONUMENT (TYPE A) EA 2,000.0000 8,000.00 0.000 0.00 085 DELINEATOR (CLASS 1) EA 45.0000 270.00 0.000 0.00 086 GUARD RAILING DELINEATOR EA 45.0000 1,305.00 0.000 0.00 087 OBJECT MARKER (TYPE P) EA 100.0000 200.00 0.000 0.00 088 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 24,975.00 0.000 0.00 089 TRANSITION RAILING (TYPE WB) EA 3,000.0000 6,000.00 0.000 0.00 090 CALIFORNIA ST-70 BRIDGE RAIL (MODIFIED) LF 400.0000 248,400.00 0.000 0.00 (F) 091 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 12,400.00 0.000 0.00 092 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 1,056.00 0.000 0.00 093 COMMUNICATION CONDUIT (BRIDGE) (LF) LF 48.0000 30,240.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 5 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A6904 TIME 11:30 AM ESTIMATE NO. 01 BID OPENING 06/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/12 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 149,433.90 149,433.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 149,433.90 149,433.90 094 MOBILIZATION LS 220,000.0000 1,220,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 10,875,539.50 TOTAL WORK COMPLETED 149,433.90 149,433.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 149,433.90 149,433.90 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 094 MOBILIZATION 1,087,553.95 1,220,000.00 132,446.05 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 08/23/12 595 08/24/12 08/24/12 08/08/13 18 5 0 0 1% 3% PROGRESS IS SATISFACTORY TYLER LAVERING RESIDENT ENGINEER PROGRAM CAS145 DATE 09/19/12