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 10/25/16 EST. NO. 014 TIME 01:27 PM R.E. NAME: TYLER LAVERING 05-1F8904 --------------------------------------------------------------------------- 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 10/25/16 EST. NO. 014 TIME 01:27 PM R.E. NAME: TYLER LAVERING 05-1F8904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 004 RECD ANNUAL CEM-4401 10,000.00 010 NO HMA TEST RESULTS -1,000.00 013 0.00 -1,000.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 005 MISS PAYROLLS -10,000.00 006 RECD PAYROLLS #05,06 15,000.00 008 0.00 0.00 TOTAL DEDUCTIONS 0.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F8904 TIME 01:27 PM ESTIMATE NO. 014 BID OPENING 04/14/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 10/25/16 LOCATION PROGRESS ESTIMATE 05-MON-1-28.0/28.4 ----------------- RGW CONSTRUCTION, INC. IN MONTEREY COUNTY NEAR LUCIA FROM 550 GREENVILLE RD 0.1 MILE SOUTH OF BIG CREEK BRIDGE LIVERMORE CA 94550 TO 2.8 MILES SOUTH OF DOLAN CREEK BRIDGE FED. AID NO. STP-P001(591)E CONSTRUCT VIADUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.800 8,000 003 TRAFFIC CONTROL SYSTEM LS 58,500.0000 58,500.00 0.200 11,700.00 0.950 55,575 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 240.00 24.000 240 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 4,500.00 2,517.000 5,034 006 TEMPORARY SIGNAL SYSTEM LS 195,230.9000 195,230.90 0.050 9,761.55 0.900 175,707 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.200 8,000.00 0.950 38,000 008 TEMPORARY RAILING (TYPE K) LF 28.0000 22,400.00 -120.000 -3,360.00 120.000 3,360 009 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,200.0000 12,800.00 2.000 6,400 SYSTEM 010 JOB SITE MANAGEMENT LS 28,000.0000 28,000.00 0.850 23,800 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 600.0000 600.00 0.750 450 012 TEMPORARY CHECK DAM LF 15.0000 4,500.00 0.000 0 013 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,250.00 4.000 1,000 014 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 0.250 1,500.00 1.000 6,000 015 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 5,520.00 1,054.000 2,108 STRIPE (HAZARDOUS WASTE) 016 REMOVE PAINTED TRAFFIC STRIPE LF 1.5000 1,635.00 0.000 0 017 REMOVE PAINTED PAVEMENT MARKING SQFT 10.0000 480.00 24.000 240 018 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 408.00 0.000 0 019 REMOVE PAVEMENT MARKER EA 1.0000 130.00 64.000 64 020 REMOVE INLET EA 800.0000 800.00 1.000 800 021 SALVAGE CONCRETE BARRIER (TYPE K) LF 15.0000 5,100.00 320.000 4,800.00 320.000 4,800 022 RELOCATE CONCRETE BARRIER (TYPE K) LF 5.0000 1,400.00 120.000 600.00 680.000 3,400 PROGRAM CAS145 PAGE 2 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F8904 TIME 01:27 PM ESTIMATE NO. 014 BID OPENING 04/14/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 45.0000 8,550.00 190.000 8,550.00 190.000 8,550 024 REMOVE EXISTING TEMPORARY SIGNAL SYSTEM LS 12,689.1000 12,689.10 1.000 12,689 025 ROADWAY EXCAVATION CY 160.0000 128,000.00 342.000 54,720.00 800.000 128,000 026 STRUCTURE EXCAVATION (BRIDGE) CY 150.0000 238,650.00 1,590.700 238,605 (F) 027 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 400.0000 22,800.00 57.000 22,800 (F) 028 STRUCTURE BACKFILL (BRIDGE) CY 275.0000 26,125.00 95.000 26,125 (F) 029 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 200.0000 7,200.00 18.000 3,600.00 36.000 7,200 (F) 030 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 1,000.0000 56,000.00 56.000 56,000 (F) 031 LEAN CONCRETE BACKFILL CY 423.0000 10,998.00 26.000 10,998 (F) 032 WOOD BENCH EA 1,800.0000 1,800.00 1.000 1,800.00 1.000 1,800 033 BOULDER EA 400.0000 2,400.00 6.000 2,400.00 6.000 2,400 034 CLASS 2 AGGREGATE BASE (CY) CY 140.0000 93,800.00 244.000 34,160.00 670.000 93,800 035 HOT MIX ASPHALT (TYPE A) TON 225.0000 130,500.00 403.000 90,675.00 593.310 133,494 036 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 18.0000 1,350.00 75.000 1,350.00 75.000 1,350 037 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 18.0000 1,980.00 110.000 1,980.00 110.000 1,980 038 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 18.0000 1,224.00 68.000 1,224.00 68.000 1,224 039 TACK COAT TON 1,800.0000 900.00 0.000 0 040 STEEL SOLDIER PILE (HP 14X89) LF 48.3500 22,047.60 456.000 22,047 041 30" DRILLED HOLE LF 228.7100 105,206.60 459.500 105,092 042 48" PERMANENT STEEL CASING LF 227.8900 14,584.96 64.900 14,790 043 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 583.1300 198,264.20 339.500 197,972 044 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 606.6500 38,825.60 65.950 40,008 045 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 556.8200 95,773.04 170.880 95,149 (ROCK SOCKET) 046 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,100.0000 41,800.00 38.000 41,800 (F) 047 STRUCTURAL CONCRETE, BRIDGE CY 2,300.0000 736,000.00 12.360 28,428.00 320.000 736,000 (F) 048 STRUCTURAL CONCRETE, CAP BEAM CY 2,800.0000 44,800.00 16.000 44,800 (F) 049 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,200.0000 41,800.00 10.580 23,276.00 19.000 41,800 (F) (TYPE EQ MODIFIED) PROGRAM CAS145 PAGE 3 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F8904 TIME 01:27 PM ESTIMATE NO. 014 BID OPENING 04/14/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR CONCRETE (MINOR STRUCTURE) CY 2,400.0000 12,720.00 5.300 12,720 (F) 051 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 180,000.00 12.000 180,000 GIRDER (40'-50') 052 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,000.0000 36,000.00 2.000 36,000 GIRDER (60'-70') 053 FURNISH PRECAST PRESTRESSED CONCRETE EA 20,000.0000 80,000.00 4.000 80,000 GIRDER (70'-80') 054 ERECT PRECAST PRESTRESSED CONCRETE EA 5,500.0000 99,000.00 18.000 99,000 GIRDER 055 JOINT SEAL (MR 2") LF 128.0000 8,704.00 68.000 8,704.00 68.000 8,704 056 JOINT SEAL (TYPE AL) LF 17.0000 2,975.00 175.000 2,975.00 175.000 2,975 057 BAR REINFORCING STEEL (BRIDGE) LB 2.0000 168,836.00 13,512.000 27,024.00 84,418.000 168,836 (F) 058 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 3,876.00 1,938.000 3,876 (F) 059 BAR REINFORCING STEEL (EPOXY COATED) LB 2.0000 154,908.00 77,454.000 154,908 (F) (BRIDGE) 060 HEADED BAR REINFORCEMENT EA 30.0000 720.00 24.000 720 (F) 061 TIMBER LAGGING MFBM 5,000.0000 30,000.00 6.000 30,000 (F) 062 CLEAN AND PAINT STEEL SOLDIER PILING LS 18,000.0000 18,000.00 1.000 18,000 063 CLEAN AND PAINT PERMANENT STEEL CASINGS LS 8,600.0000 8,600.00 1.000 8,600 064 STAIN GALVANIZED SURFACES LS 12,000.0000 12,000.00 0.900 10,800 065 24" ALTERNATIVE PIPE CULVERT LF 340.0000 30,600.00 90.000 30,600 066 3" PLASTIC PIPE (OUTLET) LF 48.0000 8,160.00 154.000 7,392 067 INLET DEPRESSION EA 1,260.0000 1,260.00 1.000 1,260.00 1.000 1,260 068 MISCELLANEOUS IRON AND STEEL LB 3.0000 2,940.00 980.000 2,940 (F) 069 DELINEATOR (CLASS 1) EA 75.0000 1,350.00 0.000 0 070 GUARD RAILING DELINEATOR EA 65.0000 195.00 0.000 0 071 OBJECT MARKER EA 100.0000 400.00 0.000 0 072 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 100.0000 15,000.00 150.000 15,000 073 TRANSITION RAILING (TYPE WB-31) EA 3,600.0000 3,600.00 1.000 3,600 074 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,600.0000 2,600.00 1.000 2,600 075 CRASH CUSHION (TYPE TAU-II) EA 30,200.0000 30,200.00 1.000 30,200 076 CALIFORNIA ST-70 BRIDGE RAIL LF 435.0000 84,825.00 19.500 8,482.50 195.000 84,825 (MODIFIED) PROGRAM CAS145 PAGE 4 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F8904 TIME 01:27 PM ESTIMATE NO. 014 BID OPENING 04/14/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 7,400.00 0.000 0 (SPRAYABLE) 078 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 780.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F8904 TIME 01:27 PM ESTIMATE NO. 014 BID OPENING 04/14/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 333,610.05 3,416,511.18 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 43,996.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 333,610.05 3,460,507.50 079 MOBILIZATION LS 387,850.0000 387,850.00 1.000 387,850 ORIGINAL CONTRACT AMOUNT 3,878,561.00 TOTAL WORK COMPLETED 333,610.05 3,848,357.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,000.00 TOTAL 333,610.05 3,847,357.50 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 06/10/15 280 08/04/15 00/00/00 10/20/16 182 22 0 0 97% 65% PROGRESS IS SATISFACTORY TYLER LAVERING RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/16