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 12/26/17 EST. NO. 008 TIME 10:38 AM R.E. NAME: GRANDY, DWAYNE 01-0B5404 --------------------------------------------------------------------------- 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 12/26/17 EST. NO. 008 TIME 10:38 AM R.E. NAME: GRANDY, DWAYNE 01-0B5404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2017 CEM4401 -10,000.00 004 REC'D 2017 CEM4401 10,000.00 007 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 004 REC'D CEM2402F 10,000.00 007 0.00 0.00 LABOR COMPLIANCE VIOLATION CERTIFIED PAYROLLS -1,000.00 004 CERTIFIED PAYROLLS 1,000.00 008 1,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5404 TIME 10:38 AM ESTIMATE NO. 008 BID OPENING 11/10/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 12/26/17 LOCATION SEMI-FINAL ESTIMATE 01-MEN-162-13.9/22.7 ------------------- GRANITE CONSTRUCTION COMPANY IN MENDOCINO COUNTY NEAR DOS RIOS 1324 S STATE STREET AT 1.2 MILES WEST OF MIDDLE FORK UKIAH CA 95482 EEL RIVER BRIDGE AND AT 2.8 MILES EAST OF SAND BANK CREEK FED. AID NO. ACST-ER19-D(200)4E REPAIR SLIPOUTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,600.0000 2,600.00 1.000 2,600 002 CONSTRUCTION AREA SIGNS LS 5,100.0000 5,100.00 1.000 5,100 003 TRAFFIC CONTROL SYSTEM LS 39,150.0000 39,150.00 1.000 39,150 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 20.0000 480.00 24.000 480 005 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,900.00 41.000 2,050 006 TEMPORARY PORTABLE SIGNAL SYSTEM LS 44,000.0000 44,000.00 1.000 44,000 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,954.0000 12,954.00 1.000 12,954 008 TEMPORARY RAILING (TYPE K) LF 25.0000 12,000.00 480.000 12,000 009 TEMPORARY CRASH CUSHION SYSTEM EA 4,300.0000 8,600.00 2.000 8,600 010 JOB SITE MANAGEMENT LS 500.0000 500.00 1.000 500 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 625.0000 625.00 1.000 625 012 MOVE-IN/MOVE-OUT EA 500.0000 500.00 1.000 500 (TEMPORARY EROSION CONTROL) 013 TEMPORARY HYDRAULIC MULCH SQYD 2.7000 2,160.00 0.000 0 (BONDED FIBER MATRIX) 014 TEMPORARY COVER SQYD 6.0000 4,800.00 156.000 936 015 TEMPORARY CHECK DAM LF 16.0000 3,040.00 150.000 2,400 016 TEMPORARY FIBER ROLL LF 9.0000 2,520.00 300.000 2,700 017 TEMPORARY REINFORCED SILT FENCE LF 14.0000 2,520.00 360.000 5,040 018 TEMPORARY SILT FENCE LF 10.0000 1,100.00 220.000 2,200 019 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 1.000 2,000 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.6000 5,600.00 1,138.000 6,372 STRIPE (HAZARDOUS WASTE) 021 DESTROY WELL EA 8,500.0000 25,500.00 2.000 17,000 022 REMOVE PAVEMENT MARKER EA 10.0000 480.00 58.000 580 PROGRAM CAS145 PAGE 2 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5404 TIME 10:38 AM ESTIMATE NO. 008 BID OPENING 11/10/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CULVERT (EA) EA 1,500.0000 1,500.00 1.000 1,500 024 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 14.0000 4,480.00 320.000 4,480 025 CLEARING AND GRUBBING (LS) LS 10,000.0000 10,000.00 1.000 10,000 026 ROADWAY EXCAVATION CY 48.0000 47,040.00 980.000 47,040 027 SHOULDER BACKING TON 180.0000 4,320.00 24.000 4,320 028 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 125.0000 53,875.00 431.000 53,875 (F) 029 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 150.0000 33,450.00 223.000 33,450 (F) 030 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 275.0000 15,125.00 55.000 15,125 (F) 031 LEAN CONCRETE BACKFILL CY 270.0000 11,340.00 42.000 11,340 (F) 032 WOOD MULCH CY 75.0000 525.00 7.000 525 033 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.3000 2,805.00 9,350.000 2,805 (SQFT) 034 COMPOST SOCK LF 20.0000 7,000.00 350.000 7,000 035 CLASS 2 AGGREGATE BASE (CY) CY 75.0000 87,750.00 1,170.000 87,750 036 HOT MIX ASPHALT (TYPE A) TON 164.0000 85,280.00 519.130 85,137 037 ASPHALT BINDER TON 1,500.0000 150.00 0.100 150 (GEOSYNTHETIC PAVEMENT INTERLAYER) 038 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 50.0000 4,000.00 80.000 4,000 (PAVING FABRIC) 039 CENTERLINE RUMBLE STRIP STA 630.0000 3,780.00 6.000 3,780 040 TACK COAT TON 500.0000 250.00 0.500 250 041 GROUND ANCHOR (SUBHORIZONTAL) EA 4,500.0000 81,000.00 18.000 81,000 042 STEEL SOLDIER PILE (HP 12 X 84) LF 95.0000 86,070.00 907.000 86,165 043 24" DRILLED HOLE LF 71.0000 62,267.00 876.000 62,196 044 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,100.0000 102,300.00 93.000 102,300 (F) 045 STRUCTURAL CONCRETE, WALER CY 1,760.0000 54,560.00 31.000 54,560 (F) 046 MINOR CONCRETE (MINOR STRUCTURE) CY 5,000.0000 8,000.00 5.400 27,000 (F) 047 BAR REINFORCING STEEL (EPOXY COATED) LB 1.8500 23,054.70 12,462.000 23,054 (F) (WALER) 048 TIMBER LAGGING MFBM 6,500.0000 117,000.00 18.000 117,000 (F) 049 CLEAN AND PAINT STEEL SOLDIER PILING LS 42,000.0000 42,000.00 1.000 42,000 PROGRAM CAS145 PAGE 3 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5404 TIME 10:38 AM ESTIMATE NO. 008 BID OPENING 11/10/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 8" PLASTIC PIPE LF 18.0000 1,296.00 72.000 1,296 051 30" ALTERNATIVE PIPE CULVERT LF 610.0000 42,700.00 60.000 36,600 052 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 3,900.00 130.000 3,900 053 ROCK SLOPE PROTECTION CY 180.0000 4,680.00 40.000 7,200 (1/4 T, METHOD B) (CY) 054 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 264.00 66.000 264 055 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 125.0000 7,875.00 63.000 7,875 056 VEGETATION CONTROL (MINOR CONCRETE) SQYD 120.0000 20,400.00 206.000 24,720 057 TUBULAR BICYCLE RAILING LF 420.0000 73,080.00 174.000 73,080 (F) 058 CABLE RAILING LF 140.0000 1,400.00 11.000 1,540 059 TRANSITION RAILING (TYPE WB-31) EA 6,000.0000 12,000.00 2.000 12,000 060 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 2,700.00 1.000 2,700 061 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 360.0000 64,440.00 179.000 64,440 (F) 062 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 5,280.00 4,470.000 9,834 063 PAVEMENT MARKER (RETROREFLECTIVE) EA 12.0000 1,056.00 96.000 1,152 PROGRAM CAS145 PAGE 4 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5404 TIME 10:38 AM ESTIMATE NO. 008 BID OPENING 11/10/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 1,382,191.82 ADJUSTMENT OF COMPENSATION 0.00 29,625.00 EXTRA WORK 0.00 63,095.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 1,474,911.99 064 MOBILIZATION LS 125,000.0000 125,000.00 1.000 125,000 ORIGINAL CONTRACT AMOUNT 1,493,121.70 TOTAL WORK COMPLETED 0.00 1,599,911.99 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 1,000.00 0.00 TOTAL 1,000.00 1,599,911.99 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/14/17 67 04/10/17 04/10/17 08/20/17 73 16 7 0 100% 100% GRANDY, DWAYNE RESIDENT ENGINEER PROGRAM CAS145 DATE 12/26/17