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 01/27/21 EST. NO. 020 TIME 07:26 AM R.E. NAME: NORRIS, AMY 05-1F7404 --------------------------------------------------------------------------- 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 01/27/21 EST. NO. 020 TIME 07:26 AM R.E. NAME: NORRIS, AMY 05-1F7404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED PSU WITHHOLD -69,244.25 002 REL PSU FAIL 50% 34,622.12 005 WH 20% HMA -69,593.21 005 DEDUCT HMA FAIL -39,121.16 009 PERM DEDUCT HMA FAIL -15,018.52 009 REL HMA DEDUCT 74,743.28 009 REL HMA DEDUCT 68,593.22 011 DEDUCT FAIL HMA STG2 -15,000.00 018 CRCP SMOOTHNESS DED -6,458.78 020 CRUDE OIL FLUCT DED -73,516.05 020 MISS CORES QC DED -20,000.00 020 PERM CRCP THICKNESS -13,288.80 020 -113,263.63 -143,282.15 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -1,000.00 003 RECD PAYROLLS #3 1,000.00 005 MISS PAYROLLS -10,000.00 006 MISS PAYROLLS -10,000.00 008 RECD PAYROLLS #6 10,000.00 009 MISS PAYROLLS -5,000.00 013 MISS PAYROLLS -10,000.00 014 0.00 -25,000.00 TOTAL DEDUCTIONS -113,263.63 -168,282.15 PROGRAM CAS145 PAGE 1 DATE 01/27/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7404 TIME 07:26 AM ESTIMATE NO. 020 BID OPENING 03/19/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/21 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 01/27/21 LOCATION PROGRESS ESTIMATE 05-MON-101-R28.0/R30.6 ----------------- PAPICH CONSTRUCTION COMPANY IN MONTEREY COUNTY NEAR SAN LUCAS 398 SUNRISE TERRACE FROM 0.1 MILES SOUTH OF PARIS ARROYO GRANDE, CA 93420 VALLEY ROAD OC TO RANCHO UC FED. AID NO. B1NH-Q101(348)E PAVEMENT REHABILITATION (2R) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 ENVIRONMENTAL PRODUCT DECLARATION (LS) LS 49,240.0000 49,240.00 1.000 49,240 002 LEAD COMPLIANCE PLAN LS 4,250.0000 4,250.00 1.000 4,250 003 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,235.0000 11,235.00 0.500 5,617 004 TIME-RELATED OVERHEAD (WDAY) WDAY 3,500.0000 1,050,000.00 10.000 35,000.00 335.000 1,172,500 005 CONSTRUCTION AREA SIGNS LS 36,107.0000 36,107.00 0.900 32,496 006 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.033 6,600.00 0.963 192,600 007 TYPE III BARRICADE EA 120.0000 1,440.00 12.000 1,440 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.7500 222,250.00 126,164.000 220,787 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 20.0000 10,200.00 504.000 10,080 010 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 17,400.00 12.000 720.00 276.000 16,560 011 TEMPORARY PAVEMENT MARKER EA 5.2500 7,245.00 1,370.000 7,192 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,600.0000 20,600.00 0.033 679.80 0.963 19,837 013 TEMPORARY RAILING (TYPE K) LF 13.0000 746,200.00 57,160.000 743,080 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 60,000.00 1.000 5,000.00 12.000 60,000 SYSTEM 015 JOB SITE MANAGEMENT LS 96,160.0000 96,160.00 0.033 3,173.28 0.963 92,602 016 PREPARE STORM WATER POLLUTION PREVENTION LS 4,250.0000 4,250.00 0.500 2,125 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 22,500.00 9.000 4,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 6,000.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 020 MOVE-IN/MOVE-OUT EA 1,380.0000 5,520.00 2.000 2,760 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.4600 80,500.00 88,282.380 40,609 (BONDED FIBER MATRIX) 022 TEMPORARY DRAINAGE INLET PROTECTION EA 335.0000 4,355.00 6.000 2,010 PROGRAM CAS145 PAGE 2 DATE 01/27/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7404 TIME 07:26 AM ESTIMATE NO. 020 BID OPENING 03/19/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/21 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 01/27/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 3,375.0000 13,500.00 2.000 6,750 024 STREET SWEEPING LS 69,330.0000 69,330.00 0.033 2,287.89 0.963 66,764 025 TEMPORARY CONCRETE WASHOUT LS 14,175.0000 14,175.00 0.033 467.78 0.963 13,650 026 TREATED WOOD WASTE LB 0.2800 2,940.00 22,460.000 6,288 027 BIRD EXCLUSION DEVICES LS 23,800.0000 23,800.00 0.250 5,950.00 1.000 23,800 028 CLEARING AND GRUBBING (LS) LS 24,815.0000 24,815.00 1.000 24,815 029 ROADWAY EXCAVATION CY 20.5700 2,303,840.00 104,363.180 2,146,750 030 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.1000 145,200.00 126,257.560 138,883 CLASS A2 031 HYDROSEED SQFT 0.0800 99,200.00 321,330.000 25,706.40 1,074,630.000 85,970 032 COMPOST (CY) CY 38.2900 151,245.50 450.000 17,230.50 3,350.000 128,271 033 INCORPORATE MATERIALS SQFT 0.1200 5,880.00 49,000.000 5,880 034 CLASS 1 AGGREGATE SUBBASE CY 27.9700 1,708,967.00 56,577.010 1,582,458 035 LEAN CONCRETE BASE CY 332.0000 524,560.00 0.000 0 036 HOT MIX ASPHALT (TYPE A) TON 110.0100 3,080,280.00 25,061.400 2,757,004 037 HOT MIX ASPHALT-OPEN GRADED TON 208.9000 112,806.00 0.000 0 (OPEN GRADED FRICTION COURSE) 038 DATA CORE LS 6,000.0000 6,000.00 0.000 0 039 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.6500 7,309.50 4,465.000 7,367 040 PLACE HOT MIX ASPHALT SQYD 28.0000 113,960.00 538.270 15,071.56 4,004.590 112,128 (MISCELLANEOUS AREA) 041 TACK COAT TON 730.0000 11,680.00 16.000 11,680 042 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 1,055.0000 17,935.00 17.000 17,935 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.3300 82,917.00 33,129.260 110,320 044 CONTINUOUSLY REINFORCED CONCRETE CY 270.0000 9,693,000.00 36,038.730 9,730,457 PAVEMENT 045 ISOLATION JOINT SEAL (SILICONE) LF 7.8400 217,168.00 0.000 0 046 PAVEMENT TRANSITION TAPER SQYD 23.4000 37,908.00 1,611.200 37,702 047 AGGREGATE BASE (APPROACH SLAB) CY 225.0000 8,325.00 35.440 7,974 048 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,425.0000 515,850.00 355.760 506,958 (TYPE R) 049 PAVING NOTCH EXTENSION CF 275.0000 52,800.00 191.490 52,659 PROGRAM CAS145 PAGE 3 DATE 01/27/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7404 TIME 07:26 AM ESTIMATE NO. 020 BID OPENING 03/19/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/21 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 01/27/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BONDED JOINT SEAL (MR 1") LF 125.0000 12,375.00 96.950 12,118 051 JOINT SEAL (MR 1") LF 125.0000 20,000.00 157.080 19,635 052 INLET DEPRESSION EA 3,185.0000 9,555.00 3.000 9,555.00 3.000 9,555 053 ABANDON CULVERT (LF) LF 45.7000 15,995.00 346.000 15,812 054 REMOVE OVERSIDE DRAIN EA 990.0000 2,970.00 1.000 990.00 3.000 2,970 055 ADJUST INLET EA 2,945.0000 2,945.00 1.000 2,945 056 ADJUST PIPE INLET TO GRADE EA 2,945.0000 5,890.00 2.000 5,890 057 CULVERT SLURRY-CEMENT BACKFILL CY 735.0000 10,290.00 13.340 9,804 058 MINOR CONCRETE (PCC DIKE, TYPE C) LF 17.3500 1,145.10 66.000 1,145 059 MINOR CONCRETE (PCC DIKE, TYPE D) LF 19.7500 5,332.50 267.000 5,273 060 MINOR CONCRETE (PCC DIKE, TYPE F) LF 18.2000 73,346.00 4,019.500 73,154 061 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 17.2500 128,857.50 7,462.000 128,719 CONCRETE) 062 REMOVE PAVEMENT MARKER EA 1.0000 280.00 180.000 180 063 DELINEATOR (CLASS 1) EA 120.0000 10,440.00 63.000 7,560.00 87.000 10,440 064 GUARD RAILING DELINEATOR EA 75.0000 2,175.00 20.000 1,500.00 29.000 2,175 065 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.2500 7,822.50 1,443.000 7,575.75 1,443.000 7,575 066 OBJECT MARKER EA 75.0000 1,650.00 22.000 1,650.00 22.000 1,650 067 REMOVE ROADSIDE SIGN EA 250.0000 1,250.00 5.000 1,250.00 5.000 1,250 068 RESET MILEPOST MARKER EA 100.0000 800.00 8.000 800.00 8.000 800 069 RESET MARKER EA 100.0000 300.00 3.000 300.00 3.000 300 070 RESET ROADSIDE SIGN EA 315.0900 630.18 2.000 630.18 2.000 630 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.9300 229.53 20.250 221.33 20.250 221 (0.080"-UNFRAMED) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.1900 221.13 26.500 217.04 26.500 217 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.6700 277.44 32.000 277.44 32.000 277 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 074 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.2300 308.57 58.500 305.96 58.500 305 075 ROADSIDE SIGN - ONE POST EA 315.0000 1,575.00 5.000 1,575.00 5.000 1,575 PROGRAM CAS145 PAGE 4 DATE 01/27/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7404 TIME 07:26 AM ESTIMATE NO. 020 BID OPENING 03/19/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/21 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 01/27/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 42.0000 194,460.00 4,823.000 202,566 077 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 55.0000 19,250.00 350.000 19,250 078 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.8500 287,471.50 3,558.930 269,944 079 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 65.0000 35,100.00 543.750 35,343 (STEEL POST) 080 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 30,000.00 6.000 30,000 081 RAIL TENSIONING ASSEMBLY EA 700.0000 3,500.00 5.000 3,500 082 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 4,200.00 6.000 4,200 083 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 16,000.00 4.000 16,000 084 ALTERNATIVE CRASH CUSHION SYSTEM EA 10,000.0000 50,000.00 5.000 50,000 085 CONCRETE BARRIER TRANSITION LF 1,800.0000 46,800.00 25.000 45,000 (F) 086 REMOVE GUARDRAIL LF 8.0000 45,520.00 5,643.000 45,144 087 REMOVE CRASH CUSHION (SAND FILLED) EA 2,400.0000 4,800.00 2.000 4,800 088 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 19,140.00 28,317.000 16,990 089 12" RUMBLE STRIP STA 386.2500 10,042.50 9.910 3,827.74 24.240 9,362 (ASPHALT CONCRETE PAVEMENT) 090 12" RUMBLE STRIP STA 142.3500 72,598.50 504.000 71,744.40 504.000 71,744 (CONCRETE PAVEMENT) 091 6" TRAFFIC STRIPE (WARRANTY) LF 2.4000 155,760.00 65,434.000 157,041.60 65,434.000 157,041 092 6" TRAFFIC STRIPE (WARRANTY) LF 1.2000 720.00 590.000 708.00 590.000 708 (BROKEN 17-7) 093 6" TRAFFIC STRIPE (WARRANTY) LF 1.2000 38,520.00 32,404.000 38,884.80 32,404.000 38,884 (BROKEN 36-12) 094 8" TRAFFIC STRIPE (WARRANTY) LF 5.0000 11,050.00 134.000 670.00 134.000 670 095 PAVEMENT MARKING (WARRANTY) SQFT 15.0000 7,650.00 458.500 6,877.50 458.500 6,877 096 LIGHTING SYSTEM LS 216,796.0000 216,796.00 0.400 86,718.40 0.900 195,116 097 TRAFFIC MONITORING STATION SYSTEM LS 9,688.0000 9,688.00 0.500 4,844.00 1.000 9,688 PROGRAM CAS145 PAGE 5 DATE 01/27/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F7404 TIME 07:26 AM ESTIMATE NO. 020 BID OPENING 03/19/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/21 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 01/27/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 523,611.35 21,812,212.23 ADJUSTMENT OF COMPENSATION 0.00 48,901.26 EXTRA WORK 0.00 1,344,331.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 523,611.35 23,205,445.47 098 MOBILIZATION LS 1,982,429.0500 1,982,429.05 1.000 1,982,429 ORIGINAL CONTRACT AMOUNT 25,284,999.00 TOTAL WORK COMPLETED 523,611.35 25,187,874.52 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -113,263.63 -168,282.15 TOTAL 410,347.72 25,019,592.37 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 05/01/19 300 06/25/19 06/19/19 02/08/21 335 60 48 0 96% 96% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY NORRIS, AMY RESIDENT ENGINEER PROGRAM CAS145 DATE 01/27/21