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 02/23/21 EST. NO. 017 TIME 07:54 PM R.E. NAME: BERTHA ROMAN 05-1C2504 --------------------------------------------------------------------------- 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 02/23/21 EST. NO. 017 TIME 07:54 PM R.E. NAME: BERTHA ROMAN 05-1C2504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 006 RECD ANNUAL CEM-4401 10,000.00 008 SOURCE INSP EXPENSE -1,000.00 016 MISS CEM-4401 -10,000.00 017 MISS CEM-2402F -10,000.00 017 -20,000.00 -21,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 005 MISS PAYROLLS -10,000.00 006 RECD PAYROLLS #5 & 6 20,000.00 007 MISS PAYROLLS -10,000.00 011 MISS PAYROLLS -10,000.00 013 MISS PAYROLLS -10,000.00 017 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -30,000.00 -51,000.00 PROGRAM CAS145 PAGE 1 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C2504 TIME 07:54 PM ESTIMATE NO. 017 BID OPENING 10/16/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/10/21 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 02/23/21 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 05-MON-68-1.6/L4.1 ---------------------------------- GRANITE CONSTRUCTION COMPANY IN MONTEREY COUNTY IN AND NEAR 580 WEST BEACH STREET MONTEREY FROM 0.1 MILE EAST OF WATSONVILLE CA 95076 PIEDMONT AVENUE TO 0.1 MILE EAST OF SCENIC DRIVE OVERCROSSING FED. AID NO. SNHG-P068(27)E SHOULDER WIDENING, RUMBLE STRIPS, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,664.8100 3,664.81 1.000 3,664 002 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 1.000 7,500 003 TRAFFIC CONTROL SYSTEM LS 433,546.5100 433,546.51 1.000 433,546 004 TEMPORARY TRAFFIC STRIPE (TAPE) LF 7.9700 35,068.00 -135.000 -1,075.95 4,150.000 33,075 005 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,100.00 0.000 0 006 TEMPORARY PAVEMENT MARKER EA 11.6200 1,510.60 78.000 906 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,092.3300 16,092.33 1.000 16,092 008 TEMPORARY RAILING (TYPE K) LF 42.9000 47,190.00 1,100.000 47,190 009 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,000.0000 8,000.00 2.000 8,000 SYSTEM 010 JOB SITE MANAGEMENT LS 3,951.0500 3,951.05 1.000 3,951 011 PREPARE STORM WATER POLLUTION PREVENTION LS 2,250.0000 2,250.00 0.900 2,025 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 7,000.00 5.000 2,500 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 445.0000 3,115.00 2.000 890 014 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 015 MOVE-IN/MOVE-OUT EA 400.0000 2,400.00 0.000 0 (TEMPORARY EROSION CONTROL) 016 TEMPORARY HYDRAULIC MULCH SQYD 1.1600 25,520.00 0.000 0 (BONDED FIBER MATRIX) 017 TEMPORARY CHECK DAM LF 20.5800 2,881.20 125.000 2,572 018 TEMPORARY DRAINAGE INLET PROTECTION EA 276.7000 8,854.40 0.000 0 019 TEMPORARY FIBER ROLL LF 4.1000 35,670.00 3,660.000 15,006 020 TEMPORARY GRAVEL BAG BERM LF 16.7500 13,735.00 154.000 2,579 021 TEMPORARY LARGE SEDIMENT BARRIER LF 14.8900 55,093.00 0.000 0 022 TEMPORARY CONSTRUCTION ENTRANCE EA 8,523.3500 17,046.70 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C2504 TIME 07:54 PM ESTIMATE NO. 017 BID OPENING 10/16/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/10/21 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 024 TEMPORARY CONCRETE WASHOUT LS 2,001.8700 2,001.87 0.000 0 025 TREATED WOOD WASTE LB 0.1600 2,704.00 12,178.000 1,948 026 TEMPORARY HIGH-VISIBILITY FENCE LF 27.0900 6,230.70 184.000 4,984 027 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 028 ROADWAY EXCAVATION CY 115.0000 457,700.00 4,020.000 462,300 029 ROADWAY EXCAVATION (TYPE Z-2) CY 370.0000 344,100.00 930.000 344,100 (AERIALLY DEPOSITED LEAD) 030 ROADSIDE CLEARING LS 10,292.3600 10,292.36 1.000 10,292 031 SOIL AMENDMENT CY 250.0000 400.00 2.200 550 032 PLANT (GROUP M) EA 125.0000 1,250.00 30.000 3,750 033 PLANT (GROUP B) EA 150.0000 3,000.00 20.000 3,000 034 PLANT ESTABLISHMENT WORK LS 18,000.0000 18,000.00 0.068 1,224.00 1.000 18,000 035 WOOD MULCH CY 200.0000 400.00 2.500 500 036 ROOT PROTECTOR EA 35.0000 1,050.00 50.000 1,750 037 1/2" DRIP IRRIGATION TUBING LF 6.0000 2,700.00 750.000 4,500 038 CAM COUPLER ASSEMBLY EA 900.0000 900.00 1.000 900 039 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 12.5000 125.00 10.000 125 LINE) 040 HECP (HYDRAULIC EROSION CONTROL SQFT 0.1100 8,712.00 71,285.930 7,841 PRODUCT)(TYPE2) 041 CLASS 2 AGGREGATE BASE (CY) CY 110.0000 412,500.00 3,970.750 436,782 042 HOT MIX ASPHALT (TYPE A) TON 193.0000 389,860.00 2,194.410 423,521 043 HOT MIX ASPHALT-OPEN GRADED TON 235.5100 167,212.10 733.090 172,650 (OPEN GRADED FRICTION COURSE) 044 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.9000 3,724.00 1,658.000 3,150 045 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.9000 266.00 0.000 0 046 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.9000 1,501.00 1,125.000 2,137 047 PLACE HOT MIX ASPHALT SQYD 50.0000 10,000.00 0.000 0 (MISCELLANEOUS AREA) 048 TACK COAT TON 4,000.0000 6,000.00 2.150 8,600 049 STRUCTURAL CONCRETE, HEADWALL CY 2,300.0000 30,590.00 8.600 19,780 (F) PROGRAM CAS145 PAGE 3 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C2504 TIME 07:54 PM ESTIMATE NO. 017 BID OPENING 10/16/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/10/21 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,450.0000 115,575.00 33.500 115,575 (F) 051 ARCHITECTURAL TREATMENT SQFT 30.0000 55,110.00 1,837.000 55,110 (F) 052 18" ALTERNATIVE PIPE CULVERT LF 230.0000 280,600.00 1,100.000 253,000 053 24" ALTERNATIVE PIPE CULVERT LF 511.0000 26,061.00 52.000 26,572 054 18" CORRUGATED STEEL PIPE (.109" THICK) LF 700.0000 1,400.00 2.000 1,400 055 ABANDON CULVERT (LF) LF 100.0000 1,400.00 13.500 1,350 056 REMOVE CULVERT (LF) LF 400.0000 1,200.00 3.000 1,200 057 ROCK SLOPE PROTECTION CY 2,000.0000 4,000.00 1.940 3,880 (20 LB, CLASS I, METHOD B) (CY) 058 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 100.0000 900.00 8.900 890 059 MISCELLANEOUS IRON AND STEEL LB 3.0000 23,202.00 6,140.000 18,420 (F) 060 PREPARE AND PAINT CONCRETE SQFT 18.1900 33,469.60 1,837.000 33,415 061 STAIN GALVANIZED SURFACES (LS) LS 8,000.0000 8,000.00 1.000 8,000 062 REMOVE PAVEMENT MARKER EA 5.8100 464.80 40.000 232 063 DELINEATOR (CLASS 1) EA 40.0000 12,800.00 325.000 13,000 064 PAVEMENT MARKER (RETROREFLECTIVE) EA 23.2400 1,928.92 108.000 2,509 065 OBJECT MARKER EA 50.0000 800.00 0.000 0 066 REMOVE ROADSIDE SIGN EA 100.0000 2,200.00 11.000 1,100 067 RESET ROADSIDE SIGN EA 200.0000 4,200.00 1.000 200 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.2500 331.25 30.260 400 (0.063"-UNFRAMED) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.7500 1,705.00 178.795 1,385 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 1,620.00 160.000 1,440 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.7500 266.25 15.000 266 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.2500 638.75 35.000 638 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 073 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 1,870.00 413.810 1,758 074 ROADSIDE SIGN - ONE POST EA 275.0000 7,150.00 22.000 6,050 PROGRAM CAS145 PAGE 4 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C2504 TIME 07:54 PM ESTIMATE NO. 017 BID OPENING 10/16/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/10/21 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 ROADSIDE SIGN - TWO POST EA 325.0000 3,575.00 3.000 975 076 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 100.00 1.000 100 METHOD) 077 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 7,200.00 225.000 6,750 078 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 45.0000 4,500.00 100.000 4,500 079 TRANSITION RAILING (TYPE WB-31) EA 4,300.0000 4,300.00 1.000 4,300 080 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 3,200.00 1.000 3,200 081 CONCRETE BARRIER (TYPE 60R, MODIFIED) LF 943.5000 198,135.00 200.780 189,435 082 CONCRETE BARRIER (TYPE 60SD, MODIFIED) LF 1,134.6300 147,501.90 124.000 140,694 083 REMOVE GUARDRAIL LF 4.5000 3,150.00 528.000 2,376 084 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7400 626.40 2,157.000 3,753 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 085 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.8600 41,664.00 47,171.000 87,738 (ENHANCED WET NIGHT VISIBILITY) 086 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.3200 324.80 162.000 375 (ENHANCED WET NIGHT VISIBILITY) 087 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 16.2700 4,881.00 286.000 4,653 MARKING (ENHANCED WET NIGHT VISIBILITY) 088 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.3200 9,280.00 4,093.000 9,495 089 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.9700 836.40 200.000 1,394 090 6" RUMBLE STRIP STA 59.1300 12,417.30 189.000 11,175 (ASPHALT CONCRETE PAVEMENT) 091 MODIFYING EXISTING ELECTRICAL SYSTEM LS 58,000.0000 58,000.00 1.000 58,000 092 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 093 REMOVE INLET EA 2,000.0000 12,000.00 6.000 12,000 PROGRAM CAS145 PAGE 5 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C2504 TIME 07:54 PM ESTIMATE NO. 017 BID OPENING 10/16/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/10/21 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 148.05 3,661,374.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 65,753.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 148.05 3,727,127.80 094 MOBILIZATION LS 250,000.0000 250,000.00 1.000 250,000 ORIGINAL CONTRACT AMOUNT 4,027,992.00 TOTAL WORK COMPLETED 148.05 3,977,127.80 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -30,000.00 -51,000.00 TOTAL -29,851.95 3,926,127.80 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 03/21/19 100 00/00/00 00/00/00 02/10/21 100 205 0 0 100% 100% BERTHA ROMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/21