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 07/18/13 EST. NO.11 TIME 03:50 PM 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 --------------------------------------------------------------------------- 001 0014 522.15 E.W. @ F.A.(+) 100812 N GSB014 0070 258.77 042413 N GSB085 0078 296.31 052213 N GSB092 0080 526.76 060313 N GSB094 0081 322.34 060413 N GSB095 0082 356.63 061013 N GSB096 0083 267.48 061113 N GSB097 0084 267.48 061213 N GSB098 0085 267.48 061413 N GSB099 0086 263.38 061713 N GSB100 0087 230.47 061813 N GSB101 0088 263.38 061913 N GSB102 0089 359.98 062013 N GSB103 0090 164.82 062113 N GSB104 0092 303.19 062513 N GSB106 008 0003 104.30 E.W. @ F.A.(+) 051613 N GSB090 009 0005 1,220.98 E.W. @ F.A.(+) 040413 N GSB084 016 0001 7,307.26 E.W. @ L.S.(+) 071013 N 1 0 017 0001 1,392.31 E.W. @ F.A.(+) 042913 N GC0090 0002 1,821.93 050213 N GC0100 0004 2,103.12 051413 N APEX01 0005 199.76 051613 N GSB091 18,820.28 TOTAL THIS ESTIMATE 87,372.05 TOTAL PREVIOUS ESTIMATE 106,192.33 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 07/18/13 EST. NO.11 TIME 03:50 PM R.E. NAME: TYLER LAVERING 05-1A6904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -2,500.00 03 RECD PAYROLLS #3 2,500.00 04 MISS PAYROLLS -1,500.00 08 RECV PAYROLL #8 1,500.00 09 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 094 -99,334.53 03 OVERBID ITEM NO. 094 -26,489.21 05 OVERBID ITEM NO. 094 -6,622.31 08 0.00 -132,446.05 TOTAL DEDUCTIONS 0.00 -132,446.05 PROGRAM CAS145 PAGE 1 DATE 07/18/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A6904 TIME 03:50 PM ESTIMATE NO. 11 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 07/20/13 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 07/18/13 LOCATION RERUN PROGRESS ESTIMATE 05-MON-1-58.3/ .0 ----------------------- 05-MON-1-59.9/ .0 GOLDEN STATE BRIDGE INC IN MONTEREY COUNTY ABOUT 15 MILES 2990 BAY VISTA COURT, SUITE D SOUTH OF CARMEL AT 0.1 MILE SOUTH BENICIA, CA 94510 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.750 7,500 002 TEMPORARY FENCE (TYPE ESA) LF 7.0000 3,675.00 376.000 2,632 003 CONSTRUCTION SITE MANAGEMENT LS 75,000.0000 75,000.00 0.080 6,000.00 0.800 60,000 004 PREPARE WATER POLLUTION CONTROL LS 3,000.0000 3,000.00 0.750 2,250 PROGRAM 005 TEMPORARY FIBER ROLL LF 7.0000 2,100.00 650.000 4,550 006 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 0.000 0 007 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 1,500.00 1.000 500 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 4,000.0000 4,000.00 0.100 400.00 0.700 2,800 009 TIME-RELATED OVERHEAD (WDAY) WDAY 3,333.0000 1,149,885.00 13.000 43,329.00 249.000 829,917 010 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.750 5,625 011 TRAFFIC CONTROL SYSTEM LS 235,000.0000 235,000.00 0.080 18,800.00 0.800 188,000 012 TYPE III BARRICADE EA 100.0000 1,200.00 6.000 600 013 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 85.0000 2,040.00 24.000 2,040 014 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 5,920.00 4,689.000 4,689 015 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 5,130.00 38.000 1,710 016 FLASHING BEACON (PORTABLE) EA 4,500.0000 9,000.00 2.000 9,000 017 TEMPORARY SIGNAL SYSTEM LS 91,500.0000 91,500.00 0.700 64,050 018 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.080 2,400.00 0.800 24,000 019 TEMPORARY RAILING (TYPE K) LF 35.0000 74,900.00 2,080.000 72,800 020 TEMPORARY ALTERNATIVE CRASH CUSHION EA 11,000.0000 44,000.00 4.000 44,000 SYSTEM 021 TEMPORARY TRAFFIC SCREEN LF 5.0000 10,700.00 0.000 0 022 REMOVE METAL BEAM GUARD RAILING LF 12.0000 7,560.00 804.000 9,648 PROGRAM CAS145 PAGE 2 DATE 07/18/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A6904 TIME 03:50 PM ESTIMATE NO. 11 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 07/20/13 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 07/18/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED TRAFFIC STRIPE LF 0.7500 4,875.00 3,315.000 2,486 024 REMOVE ROADSIDE SIGN EA 500.0000 1,000.00 2.000 1,000 025 REMOVE CULVERT (LF) LF 40.0000 12,600.00 160.000 6,400 026 SALVAGE TEMP RAILING (TYPE K) LF 30.0000 11,400.00 0.000 0 027 SALVAGE TEMPORARY SIGNAL SYSTEM LS 12,000.0000 12,000.00 1.000 12,000 028 RELOCATE ROADSIDE SIGN-ONE POST EA 500.0000 500.00 0.000 0 029 ADJUST INLET EA 4,000.0000 12,000.00 0.000 0 030 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 40.0000 2,600.00 31.000 1,240 031 RETAINING WALL REMOVAL (PORTION), LS 155,000.0000 155,000.00 1.000 155,000 REINFORCED CONCRETE CRIB WALL 032 RETAINING WALL REMOVAL (PORTION), SOIL LS 55,000.0000 55,000.00 0.600 33,000.00 0.900 49,500 NAIL WALL 033 REMOVE SOIL NAIL FROM 30" DRILLED HOLE EA 2,000.0000 120,000.00 3.000 6,000.00 60.000 120,000 034 ROADWAY EXCAVATION CY 125.0000 96,250.00 398.500 49,812 035 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 036 ROCK EXCAVATION CY 2,000.0000 2,200.00 8.000 16,000 037 SHOULDER BACKING TON 2,500.0000 3,500.00 0.000 0 038 STRUCTURE EXCAVATION (BRIDGE) CY 135.0000 360,450.00 455.000 61,425.00 2,670.000 360,450 (F) 039 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 145.0000 20,590.00 142.000 20,590.00 142.000 20,590 (F) 040 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 5,355.00 42.000 3,570 (F) 041 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 95.0000 13,015.00 0.000 0 (F) 042 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 600.0000 126,600.00 211.000 126,600 (F) 043 LEAN CONCRETE BACKFILL CY 600.0000 55,200.00 55.200 33,120 (F) 044 HIGHWAY PLANTING LS 9,625.0000 9,625.00 1.000 9,625 045 PLANT ESTABLISHMENT WORK LS 8,280.0000 8,280.00 0.120 993.60 0.490 4,057 046 IRRIGATION SYSTEM LS 4,200.0000 4,200.00 1.000 4,200 047 CLASS 2 AGGREGATE BASE (CY) CY 95.0000 66,500.00 356.000 33,820 048 HOT MIX ASPHALT (TYPE A) TON 170.0000 100,300.00 239.750 40,757 049 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 27.0000 1,053.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/18/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A6904 TIME 03:50 PM ESTIMATE NO. 11 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 07/20/13 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 07/18/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT SQYD 70.0000 8,421.00 0.000 0 (MISCELLANEOUS AREA) 051 TACK COAT TON 700.0000 700.00 0.000 0 052 STEEL SOLDIER PILE (HP 14X89) LF 55.0000 93,060.00 1,692.000 93,060 053 30" DRILLED HOLE LF 400.0000 646,800.00 1,629.580 651,832 054 90" DRILLED HOLE LF 2,400.0000 225,600.00 94.000 225,600 055 INSTALL 66" OD PERMANENT STEEL CASING LF 777.0000 141,414.00 180.580 140,310 (1" THICK) 056 INSTALL 90" OD ISOLATION CASING LF 999.0000 100,899.00 101.000 100,899 (1" THICK) 057 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,600.0000 403,200.00 252.000 403,200 058 54" CAST-IN-DRILLED-HOLE CONCRETE LF 2,900.0000 551,000.00 189.600 549,840 PILING (ROCK SOCKET) 059 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,500.0000 452,500.00 178.830 447,075 060 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 750.0000 18,750.00 10.300 7,725.00 25.000 18,750 (F) 061 STRUCTURAL CONCRETE, BRIDGE CY 1,750.0000 1,981,000.00 758.000 1,326,500 (F) 062 STRUCTURAL CONCRETE, CAP BEAM CY 2,000.0000 108,000.00 0.000 0 (F) 063 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,400.0000 28,000.00 12.000 16,800 (F) (TYPE EQ MODIFIED) 064 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,200.0000 101,200.00 7.000 64,400 GIRDER (50'-60') 065 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 9,500.00 1.000 9,500 GIRDER (60'-70') 066 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,000.0000 420,000.00 24.000 288,000 GIRDER (70'-80') 067 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,200.0000 12,200.00 0.000 0 GIRDER (80'-90') 068 ERECT PRECAST PRESTRESSED CONCRETE EA 2,250.0000 108,000.00 32.000 72,000 (F) GIRDER 069 JOINT SEAL (MR 2") LF 75.0000 5,400.00 0.000 0 070 BAR REINFORCING STEEL (BRIDGE) LB 1.3500 350,797.50 1,214.000 1,638.90 251,523.000 339,556 (F) 071 BAR REINFORCING STEEL (RETAINING WALL) LB 1.8500 10,619.00 5,740.000 10,619.00 5,740.000 10,619 (F) 072 BAR REINFORCING STEEL (EPOXY COATED) LB 1.5500 379,843.00 177,740.000 275,497 (F) (BRIDGE) 073 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 7.0000 1,295.00 0.000 0 074 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 7.0000 1,295.00 0.000 0 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 420.00 0.000 0 (0.063"-UNFRAMED) 076 ROADSIDE SIGN - ONE POST EA 500.0000 500.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/18/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A6904 TIME 03:50 PM ESTIMATE NO. 11 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 07/20/13 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 07/18/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TIMBER LAGGING MFBM 3,500.0000 56,000.00 16.000 56,000.00 16.000 56,000 (F) 078 CLEAN AND PAINT STEEL SOLDIER PILING LS 45,000.0000 45,000.00 0.000 0 079 12" PLASTIC PIPE DOWNDRAIN LF 55.0000 825.00 0.000 0 080 12" OD X 0.25" THICK WELDED STEEL PIPE LF 55.0000 4,400.00 40.000 2,200 (F) CASING (BRIDGE) 081 ROCK SLOPE PROTECTION CY 300.0000 300.00 0.000 0 (FACING, METHOD B) (CY) 082 MINOR CONCRETE (MISCELLANEOUS CY 5,000.0000 10,000.00 0.000 0 CONSTRUCTION) 083 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 2,052.00 513.000 2,052 (F) 084 SURVEY MONUMENT (TYPE A) EA 2,000.0000 8,000.00 0.000 0 085 DELINEATOR (CLASS 1) EA 45.0000 270.00 0.000 0 086 GUARD RAILING DELINEATOR EA 45.0000 1,305.00 7.000 315 087 OBJECT MARKER (TYPE P) EA 100.0000 200.00 1.000 100 088 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 24,975.00 325.000 24,375 089 TRANSITION RAILING (TYPE WB) EA 3,000.0000 6,000.00 2.000 6,000 090 CALIFORNIA ST-70 BRIDGE RAIL (MODIFIED) LF 400.0000 248,400.00 621.000 248,400 (F) 091 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 12,400.00 0.000 0 092 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 1,056.00 0.000 0 093 COMMUNICATION CONDUIT (BRIDGE) (LF) LF 48.0000 30,240.00 630.000 30,240 (F) PROGRAM CAS145 PAGE 5 DATE 07/18/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A6904 TIME 03:50 PM ESTIMATE NO. 11 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 07/20/13 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 07/18/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 268,920.50 7,793,660.16 ADJUSTMENT OF COMPENSATION 0.00 12,650.61 EXTRA WORK 18,820.28 93,541.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 287,740.78 7,899,852.49 094 MOBILIZATION LS 1,220,000.0000 1,220,000.00 1.000 1,220,000 ORIGINAL CONTRACT AMOUNT 10,875,539.50 TOTAL WORK COMPLETED 287,740.78 9,119,852.49 MATERIALS ON HAND ON SITE 137,656.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -132,446.05 TOTAL 287,740.78 9,125,062.44 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 07/06/14 251 87 0 0 83% 42% PROGRESS IS SATISFACTORY *** SUSPENDED ON 09/19/12. TYLER LAVERING RESIDENT ENGINEER PROGRAM CAS145 DATE 07/18/13