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 11/19/19 EST. NO. 007 TIME 01:02 PM R.E. NAME: PAT DUSSELL 05-1A0004 --------------------------------------------------------------------------- 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 11/19/19 EST. NO. 007 TIME 01:02 PM R.E. NAME: PAT DUSSELL 05-1A0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PENDG MGS FINAL -20,000.00 004 PENDG MGS FINAL RTN 20,000.00 005 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -2,000.00 002 RECD PAYROLLS 2,000.00 003 MISS PAYROLLS -10,000.00 004 RECD PAYROLLS #4 10,000.00 006 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A0004 TIME 01:02 PM ESTIMATE NO. 007 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: PAT DUSSELL DATE OF THIS ESTIMATE 11/19/19 LOCATION PROGRESS ESTIMATE 05-MON-1-58.3/59.8 ----------------- GRANITE CONSTRUCTION COMPANY IN MONTEREY COUNTY NORTH OF BIG SUR 580 WEST BEACH STREET FROM 1 MILE SOUTH OF THE BIXBY WATSONVILLE CA 95076 CREEK BRIDGE TO 0.25 MILES SOUTH OF THE ROCKY CREEK BRIDGE FED. AID NO. HSST-P001(647)E SHOULDER WIDENING, GUARDRAIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,552.0300 2,552.03 1.000 2,552 002 CONSTRUCTION AREA SIGNS LS 4,480.0000 4,480.00 0.114 510.72 1.000 4,480 003 TRAFFIC CONTROL SYSTEM LS 275,000.0000 275,000.00 0.050 13,750.00 1.000 275,000 004 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0300 9,898.30 9,610.000 9,898 005 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 2,880.00 0.000 0 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 14,000.0000 14,000.00 0.050 700.00 1.000 14,000 007 TEMPORARY RAILING (TYPE K) LF 47.0000 81,780.00 1,630.000 76,610 008 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,000.0000 40,000.00 6.000 24,000 009 JOB SITE MANAGEMENT LS 7,000.0000 7,000.00 0.050 350.00 1.000 7,000 010 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 1.000 2,800 PLAN 011 RAIN EVENT ACTION PLAN EA 500.0000 7,500.00 0.000 0 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 1,600.00 0.000 0 013 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 014 MOVE-IN/MOVE-OUT EA 1,339.9000 8,039.40 0.000 0 (TEMPORARY EROSION CONTROL) 015 TEMPORARY HYDRAULIC MULCH SQYD 1.6200 11,016.00 0.000 0 (BONDED FIBER MATRIX) 016 TEMPORARY CHECK DAM LF 22.2300 4,446.00 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 463.5800 6,026.54 7.000 3,245 018 TEMPORARY FIBER ROLL LF 11.5000 2,760.00 1,424.000 16,376 019 TEMPORARY CONCRETE WASHOUT LS 1,920.9800 1,920.98 1.000 1,920 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.4600 14,030.60 9,610.000 14,030 STRIPE (HAZARDOUS WASTE) 021 TREATED WOOD WASTE LB 0.1200 1,375.20 10,716.500 1,285 022 REMOVE CONCRETE (CY) CY 1,800.0000 2,520.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A0004 TIME 01:02 PM ESTIMATE NO. 007 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: PAT DUSSELL DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 48,000.0000 48,000.00 1.000 48,000 024 ROADWAY EXCAVATION CY 99.0000 197,010.00 1,985.300 196,544 025 STRUCTURE EXCAVATION CY 1,800.0000 50,400.00 0.000 0 026 STRUCTURE BACKFILL (SLURRY CEMENT) CY 250.0000 8,000.00 30.200 7,550 027 STRUCTURE BACKFILL (RETAINING WALL) CY 153.0000 5,355.00 0.000 0 028 DITCH EXCAVATION CY 773.0000 3,865.00 -4.200 -3,246.60 0.000 0 029 GEOSYNTHETIC REINFORCEMENT SQYD 46.0000 147,660.00 4,718.070 217,031 030 ROADSIDE CLEARING LS 7,800.7200 7,800.72 1.000 7,800 031 SOIL AMENDMENT CY 500.0000 150.00 0.290 145 032 PACKET FERTILIZER EA 2.0000 400.00 200.000 400 033 PLANT (GROUP M) EA 50.0000 10,000.00 200.000 10,000 034 PLANT ESTABLISHMENT WORK LS 21,000.0000 21,000.00 0.088 1,848.00 0.116 2,436 035 WOOD MULCH CY 500.0000 50.00 0.080 40.00 0.080 40 036 1/2" DRIP IRRIGATION TUBING LF 7.0000 3,150.00 450.000 3,150 (F) 037 3/4" DRIP IRRIGATION TUBING LF 8.0000 1,920.00 240.000 1,920 (F) 038 3/4" DRIP IRRIGATION WYE FILTER EA 300.0000 300.00 1.000 300 039 CAM COUPLER ASSEMBLY EA 900.0000 900.00 1.000 900 040 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 15.0000 150.00 10.000 150 (F) LINE) 041 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.0000 14,400.00 35,536.900 35,536.90 35,536.900 35,536 042 HYDROSEED SQFT 0.1700 10,064.00 59,120.000 10,050.40 59,120.000 10,050 043 COMPOST (CY) CY 79.2300 15,053.70 182.200 14,435.71 182.200 14,435 044 CLASS 2 AGGREGATE BASE (CY) CY 184.0000 257,600.00 1,357.500 249,780 045 PREPAVING INERTIAL PROFILER LS 7,000.0000 7,000.00 1.000 7,000 046 HOT MIX ASPHALT (TYPE A) TON 209.0000 397,100.00 4.000 836.00 2,869.300 599,683 047 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 275.0000 412,500.00 1,326.760 364,859.00 1,326.760 364,859 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 72.0000 6,480.00 90.000 6,480.00 90.000 6,480 049 TACK COAT TON 1,500.0000 15,750.00 2.000 3,000.00 11.750 17,625 PROGRAM CAS145 PAGE 3 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A0004 TIME 01:02 PM ESTIMATE NO. 007 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: PAT DUSSELL DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 64,000.00 12,800.000 64,000 051 STRUCTURAL CONCRETE, BOX CULVERT CY 2,533.0000 56,739.20 0.000 0 (F) 052 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,100.0000 5,610.00 0.280 1,428.00 1.120 5,712 (F) 053 BAR REINFORCING STEEL (BOX CULVERT) LB 5.0000 12,131.00 13.000 65.00 13.000 65 (F) 054 REMOVE RETAINING WALL (PORTION) (LF) LF 240.0000 5,760.00 0.000 0 055 24" PLASTIC PIPE LF 380.0000 25,080.00 54.000 20,520 056 18" CORRUGATED STEEL PIPE (.109" THICK) LF 670.0000 12,060.00 2.020 1,353 057 4" PLASTIC PIPE UNDERDRAIN LF 37.0000 69,560.00 1,255.000 46,435 058 36" CORRUGATED STEEL PIPE INLET LF 1,300.0000 4,550.00 3.500 4,550 (.064" THICK) 059 18" STEEL FLARED END SECTION EA 600.0000 600.00 1.000 600 060 24" ALTERNATIVE FLARED END SECTION EA 700.0000 1,400.00 1.000 700 061 REMOVE DRAINAGE FACILITY (EA) EA 2,800.0000 2,800.00 1.000 2,800 062 REMOVE CULVERT (LF) LF 100.0000 7,900.00 64.000 6,400 063 REMOVE REINFORCED CONCRETE BOX CULVERT LF 4,200.0000 8,400.00 0.000 0 (LF) 064 REMOVE FLARED END SECTION (EA) EA 1,500.0000 1,500.00 1.000 1,500 065 ROCK SLOPE PROTECTION CY 700.0000 10,990.00 1.860 1,302.00 1.860 1,302 (F) (60 LB, CLASS II, METHOD B) (CY) 066 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 50.0000 2,600.00 10.000 500.00 10.000 500 067 MISCELLANEOUS IRON AND STEEL LB 5.0000 2,190.00 218.000 1,090.00 438.000 2,190 (F) 068 SURVEY MONUMENT (TYPE D) EA 5,400.0000 27,000.00 4.000 21,600.00 4.000 21,600 069 STAIN GALVANIZED SURFACES (LS) LS 30,689.8000 30,689.80 1.000 30,689 070 ROCK STAIN SQFT 20.0000 6,000.00 36.200 724.00 36.200 724 071 FENCE (TYPE BW, METAL POST) LF 120.0000 2,280.00 0.000 0 072 REMOVE FENCE LF 100.0000 2,500.00 0.000 0 073 REMOVE PAVEMENT MARKER EA 2.0000 820.00 410.000 820 074 DELINEATOR (CLASS 1) EA 75.0000 675.00 -8.000 -600.00 0.000 0 075 GUARD RAILING DELINEATOR EA 20.2000 1,616.00 87.000 1,757 076 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.2900 2,988.90 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A0004 TIME 01:02 PM ESTIMATE NO. 007 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: PAT DUSSELL DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 OBJECT MARKER EA 75.0000 1,650.00 0.000 0 078 REMOVE ROADSIDE SIGN EA 90.0000 630.00 7.000 630 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.2000 690.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 080 ROADSIDE SIGN - ONE POST EA 350.0000 2,450.00 0.000 0 081 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 7.8000 585.00 0.000 0 082 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 52.5300 29,942.10 562.500 29,548 083 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 70.7100 5,020.41 75.000 5,303 084 MIDWEST GUARDRAIL SYSTEM (SPECIAL) LF 2,141.4100 256,969.20 125.000 267,676 085 MIDWEST GUARDRAIL SYSTEM (SPECIAL) LF 72.7300 9,454.90 137.500 10,000 (TYPE 2) 086 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 58.5900 34,568.10 587.500 34,421 087 END ANCHOR ASSEMBLY (TYPE SFT) EA 878.7900 878.79 1.000 878 088 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,636.3600 18,181.80 5.000 18,181 089 REMOVE GUARDRAIL LF 7.0700 8,342.60 1,162.500 8,218 090 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 32,810.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 091 REMOVE PAINTED TRAFFIC STRIPE LF 0.6100 11,724.20 19,220.000 11,724 PROGRAM CAS145 PAGE 5 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1A0004 TIME 01:02 PM ESTIMATE NO. 007 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: PAT DUSSELL DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 475,259.13 2,855,819.21 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 71,858.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 475,259.13 2,927,677.69 092 MOBILIZATION LS 178,678.5300 178,678.53 1.000 178,678 ORIGINAL CONTRACT AMOUNT 3,108,699.00 TOTAL WORK COMPLETED 475,259.13 3,106,356.22 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 475,259.13 3,106,356.22 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 01/09/19 80 06/04/19 06/04/19 10/13/20 107 11 0 0 91% 100% PROGRESS IS SATISFACTORY *** SUSPENDED ON 03/05/19. PAT DUSSELL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/19/19