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 12/22/17 EST. NO. 008 TIME 11:39 AM R.E. NAME: HISLOP, SCOTT 04-3G0804 --------------------------------------------------------------------------- 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 0018 41.82 E.W. @ F.A.(+) 080317 Y 0034.0 0019 41.82 080417 Y 0035.0 0020 53.99 080517 Y 0036.0 0021 41.82 081017 Y 0037.0 0022 649.79 050117 Y 0001.1 0023 608.15 050217 Y 0002.1 0024 540.04 050317 Y 0003.1 0025 857.95 050417 Y 0004.1 0026 426.58 050517 Y 0005.1 0027 731.22 050817 Y 0006.1 0028 972.02 050917 Y 0007.1 0046 2,228.66 091817 Y 0045.0 0047 4,182.79 091817 Y 0046.0 0048 8,911.75 101617 Y 0047.0 0049 930.49 091817 Y 0045.1 21,218.89 TOTAL THIS ESTIMATE 2,658.11 TOTAL PREVIOUS ESTIMATE 23,877.00 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 12/22/17 EST. NO. 008 TIME 11:39 AM R.E. NAME: HISLOP, SCOTT 04-3G0804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G0804 TIME 11:39 AM ESTIMATE NO. 008 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 12/22/17 LOCATION PROGRESS ESTIMATE 04-SON-1-30.5/ .0 ----------------- GRANITE CONSTRUCTION COMPANY NEAR FORT ROSS, AT 2.6 MILES SOUTH 585 WEST BEACH STREET OF FORT ROSS ROAD WATSONVILLE CA 95076 FED. AID NO. ACNH-P001(618)E CONSTRUCT SOIL NAIL WALLS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,225.0000 1,225.00 0.100 122.50 1.000 1,225 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.050 500.00 0.950 9,500 003 TIME-RELATED OVERHEAD (LS) LS 195,000.0000 195,000.00 0.050 9,750.00 0.920 179,400 004 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.120 360.00 0.870 2,610 005 TRAFFIC CONTROL SYSTEM LS 108,100.0000 108,100.00 0.120 12,972.00 0.990 107,019 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 25.0000 750.00 30.000 750 007 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,500.00 30.000 1,500 008 TEMPORARY SIGNAL SYSTEM LS 194,112.0000 194,112.00 0.030 5,823.36 0.900 174,700 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 21,000.0000 21,000.00 0.050 1,050.00 0.920 19,320 010 TEMPORARY RAILING (TYPE K) LF 22.0000 32,340.00 1,080.000 23,760 011 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,500.0000 10,500.00 2.000 7,000 012 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.050 750.00 0.920 13,800 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,150.0000 2,150.00 0.300 645.00 0.800 1,720 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 32,500.00 1.000 500.00 6.000 3,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 225.0000 8,100.00 1.000 225 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 017 TEMPORARY HYDRAULIC MULCH SQYD 1.7800 7,120.00 1,394.000 2,481.32 5,394.000 9,601 (BONDED FIBER MATRIX) 018 TEMPORARY CHECK DAM LF 15.0000 450.00 15.000 225.00 30.000 450 019 TEMPORARY DRAINAGE INLET PROTECTION EA 172.0000 1,548.00 5.000 860.00 9.000 1,548 020 TEMPORARY FIBER ROLL LF 6.0000 9,600.00 1,600.000 9,600 021 TEMPORARY REINFORCED SILT FENCE LF 10.0000 1,750.00 50.000 500 022 TEMPORARY SILT FENCE LF 6.0000 4,620.00 770.000 4,620 PROGRAM CAS145 PAGE 2 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G0804 TIME 11:39 AM ESTIMATE NO. 008 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 5,000.00 2.000 5,000 024 STREET SWEEPING LS 4,000.0000 4,000.00 1.000 4,000 025 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 0.130 325.00 1.000 2,500 026 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 395.0000 3,950.00 0.000 0 027 WATER QUALITY MONITORING REPORT EA 250.0000 250.00 0.000 0 028 WATER QUALITY ANNUAL REPORT EA 350.0000 350.00 1.000 350 029 TEMPORARY WATER DIVERSION SYSTEM EA 5,000.0000 5,000.00 1.000 5,000 030 REMOVE CULVERT (LF) LF 40.0000 2,000.00 50.000 2,000 031 REMOVE ROCK SLOPE PROTECTION CY 105.0000 4,200.00 40.000 4,200 032 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 15,600.00 3,120.000 15,600.00 3,120.000 15,600 033 REMOVE CONCRETE BARRIER (TYPE K) LF 15.0000 1,200.00 80.000 1,200 034 CLEARING AND GRUBBING (LS) LS 6,500.0000 6,500.00 1.000 6,500 035 ROADWAY EXCAVATION CY 30.0000 861,000.00 5,046.000 151,380.00 33,746.000 1,012,380 036 SHOULDER BACKING TON 210.0000 2,100.00 0.000 0 037 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 100.0000 210,000.00 113.000 11,300.00 2,213.000 221,300 (F) 038 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 200.0000 90,000.00 53.000 10,600.00 450.000 90,000 (F) 039 IMPORTED BORROW (CY) CY 0.0100 140.00 14,000.000 140 040 GEOSYNTHETIC REINFORCEMENT SQYD 4.0000 62,000.00 4,439.000 17,756.00 15,500.000 62,000 041 GEOMEMBRANE LINER SQYD 20.0000 1,440.00 72.000 1,440.00 72.000 1,440 042 IMPORTED BIOFILTRATION SOIL (CY) CY 130.0000 7,800.00 60.000 7,800.00 60.000 7,800 043 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 22,200.00 37,000.000 22,200.00 37,000.000 22,200 044 HYDROMULCH SQFT 0.0200 854.00 42,700.000 854.00 42,700.000 854 045 FIBER ROLLS LF 6.4800 10,692.00 1,650.000 10,692.00 1,650.000 10,692 046 HYDROSEED SQFT 0.1100 4,697.00 42,700.000 4,697.00 42,700.000 4,697 047 CLASS 2 AGGREGATE BASE (CY) CY 135.0000 13,500.00 100.000 13,500.00 100.000 13,500 048 HOT MIX ASPHALT (TYPE A) TON 135.0000 114,750.00 10.010 1,351 049 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 9.0000 5,040.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G0804 TIME 11:39 AM ESTIMATE NO. 008 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 825.0000 2,475.00 0.000 0 051 SOIL NAIL LF 22.0000 462,330.00 21,015.000 462,330 052 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,250.0000 30,750.00 6.120 7,650 (F) 053 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 1.5000 92,400.00 6,209.000 9,313.50 67,809.000 101,713 (F) 054 SCULPTED SHOTCRETE SQFT 10.0000 97,600.00 1,225.000 12,250.00 10,985.000 109,850 055 STRUCTURAL SHOTCRETE CY 630.0000 441,000.00 45.000 28,350.00 745.000 469,350 (F) 056 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 057 PREPARE AND STAIN SHOTCRETE SQFT 1.8200 20,020.00 1,225.000 2,229.50 1,225.000 2,229 058 18" ALTERNATIVE PIPE CULVERT LF 55.0000 34,100.00 615.000 33,825.00 615.000 33,825 059 RAPID SET CONCRETE (PIPE TRENCH) CY 425.0000 8,075.00 43.000 18,275 (F) 060 36" PLASTIC PIPE LF 375.0000 18,750.00 -13.000 -4,875.00 50.000 18,750 061 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 3.0000 570.00 190.000 570.00 190.000 570 062 6" NON-PERFORATED PLASTIC PIPE LF 45.0000 15,300.00 45.000 2,025.00 340.000 15,300 UNDERDRAIN 063 GEOCOMPOSITE DRAIN SQFT 2.5000 8,225.00 3,290.000 8,225 064 FURNISH AND INSTALL 2" SLOTTED DRAIN LF 4.0000 2,580.00 645.000 2,580 PIPE (HORIZONTAL DRAIN) 065 DRILL HOLE (HORIZONTAL DRAIN) LF 29.0000 18,270.00 630.000 18,270 066 DRAINAGE COLLECTION SYSTEM LS 35,000.0000 35,000.00 0.750 26,250.00 1.000 35,000 067 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 250.0000 27,500.00 110.000 27,500.00 110.000 27,500 (F) 068 ROCK SLOPE PROTECTION TON 130.0000 650.00 5.000 650.00 5.000 650 (NO. 3, METHOD B) (TON) 069 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 40.0000 320.00 8.000 320.00 8.000 320 070 MISCELLANEOUS IRON AND STEEL LB 2.0000 4,320.00 1,921.000 3,842.00 2,160.000 4,320 (F) 071 SAFETY HOOKUP (STAINLESS STEEL) LB 8.5000 10,200.00 600.000 5,100.00 1,200.000 10,200 (F) 072 FENCE (TYPE BW, METAL POST) LF 29.0000 3,770.00 0.000 0 073 TEMPORARY FENCE (TYPE CL-6) LF 70.0000 4,200.00 53.000 3,710 074 4' TEMPORARY GATE (TYPE CL-6) EA 1,350.0000 1,350.00 1.000 1,350 075 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,180.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 076 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 400.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G0804 TIME 11:39 AM ESTIMATE NO. 008 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: HISLOP, SCOTT DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 451,533.18 3,420,521.47 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 21,218.89 23,877.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 472,752.07 3,444,398.47 077 MOBILIZATION LS 354,800.0000 354,800.00 1.000 354,800 ORIGINAL CONTRACT AMOUNT 3,819,263.00 TOTAL WORK COMPLETED 472,752.07 3,799,198.47 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 472,752.07 3,799,198.47 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 02/07/17 150 05/08/17 05/08/17 01/11/18 138 18 2 0 92% 91% PROGRESS IS SATISFACTORY HISLOP, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/17