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 02/21/25 EST. NO. 006 TIME 02:06 PM R.E. NAME: TISELL, STEVE 01-0H1504 --------------------------------------------------------------------------- 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 02/21/25 EST. NO. 006 TIME 02:06 PM R.E. NAME: TISELL, STEVE 01-0H1504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA 1391 WITHHOLD -10,000.00 001 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER 8/24 LTR DEDUCT -10,000.00 001 PER 10/24 LTR DEDUCT -10,000.00 004 PER 11/24 DEDUCT -10,000.00 005 DEDUCT LTR 12/24 -10,000.00 006 DEDUCT LTTR 1/25 10,000.00 006 DEDUCT LTTR 2/25 -1,000.00 006 RTN PER 10/24 LTR 10,000.00 006 9,000.00 -21,000.00 TOTAL DEDUCTIONS 9,000.00 -31,000.00 PROGRAM CAS145 PAGE 1 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1504 TIME 02:06 PM ESTIMATE NO. 006 BID OPENING 02/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 02/21/25 LOCATION PROGRESS ESTIMATE 01-MEN-162-R0.0/25.7 ----------------- GRANITE CONSTRUCTION COMPANY MENDOCINO COUNTY NEAR LONGVALE FROM ROUTE 1324 S. STATE STREET 101 TO 1.1 MILES SOUTH OF POONKINNEY ROAD UKIAH CA 95482 NEAR COVELO FED. AID NO. ACST-P162(44)E HMA, RHMA, AND GEOSYNTHETIC PAVEMENT INTER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,700.0000 2,700.00 1.000 2,700 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,400.0000 4,400.00 0.000 0 003 TIME-RELATED OVERHEAD (LS) LS 470,000.0000 470,000.00 -0.070 -32,900.00 0.400 188,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 12,150.0000 12,150.00 0.050 607.50 0.750 9,112 007 TRAFFIC CONTROL SYSTEM LS 1,770,000.0000 1,770,000.00 -0.070 -123,900.00 0.400 708,000 008 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 600.00 0.000 0 009 PORTABLE RADAR SPEED FEEDBACK SIGN LS 15,700.0000 15,700.00 -0.070 -1,099.00 0.400 6,280 SYSTEMS (LS) 010 TEMPORARY BARRIER SYSTEM LF 68.0000 23,120.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,200.0000 20,200.00 -0.070 -1,414.00 0.400 8,080 012 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 5,000.0000 10,000.00 0.000 0 013 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 -0.070 -2,800.00 0.400 16,000 014 WATER POLLUTION CONTROL PROGRAM LS 4,155.0000 4,155.00 1.000 4,155 015 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,400.0000 2,800.00 0.000 0 CONTROL) 016 TEMPORARY HYDRAULIC MULCH SQYD 2.0500 3,772.00 0.000 0 017 TEMPORARY CHECK DAM LF 12.0000 9,240.00 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 13,750.00 3.000 750 019 TEMPORARY FIBER ROLL LF 8.0000 25,840.00 0.000 0 020 TEMPORARY GRAVEL BAG BERM LF 13.0000 34,060.00 0.000 0 021 TEMPORARY CONCRETE WASHOUT LS 7,000.0000 7,000.00 0.000 0 022 ASBESTOS COMPLIANCE PLAN LS 1,400.0000 1,400.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1504 TIME 02:06 PM ESTIMATE NO. 006 BID OPENING 02/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 02/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.3300 11,187.00 0.000 0 024 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 7,600.0000 7,600.00 0.700 5,320 025 DUST CONTROL PLAN (NATURALLY OCCURRING LS 1,100.0000 1,100.00 0.000 0 ASBESTOS) 026 SHOULDER BACKING TON 60.0000 906,000.00 9,612.370 576,742.20 11,325.000 679,500 027 CLASS 2 AGGREGATE BASE (CY) CY 290.0000 43,500.00 0.000 0 028 HIGH FRICTION SURFACE TREATMENT SQYD 29.0000 725,000.00 0.000 0 029 CRACK TREATMENT LNMI 5,672.0000 68,064.00 0.000 0 030 SEGMENT CORRECTION EA 1,670.0000 81,830.00 0.000 0 031 REPLACE ASPHALT CONCRETE SURFACING CY 350.0000 1,116,500.00 1,195.500 418,425 032 HOT MIX ASPHALT (TYPE A) TON 148.0000 13,808,400.00 90,178.300 13,346,388 033 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 192.0000 9,446,400.00 0.000 0 034 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 1.0000 420.00 420.000 420 INTERLAYER) 035 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 1.7800 692,420.00 33,200.610 59,097.09 389,000.000 692,420 FABRIC) 036 DATA CORE LS 27,600.0000 27,600.00 0.250 6,900.00 0.750 20,700 037 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.3000 10,281.00 0.000 0 038 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.3000 1,219.00 0.000 0 039 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.3000 18,009.00 0.000 0 040 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.3000 621.00 0.000 0 041 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 115.0000 43,700.00 0.000 0 AREA) 042 TACK COAT TON 550.0000 148,500.00 98.120 53,966 043 REMOVE ASPHALT CONCRETE DIKE LF 1.5000 19,650.00 0.000 0 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.7500 1,696,250.00 13,743.250 79,023.69 295,000.000 1,696,250 045 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 320.0000 15,360.00 0.000 0 (.109" THICK) 046 ENTRANCE TAPER EA 2,700.0000 10,800.00 0.000 0 047 18" DOWNDRAIN SLIP JOINT EA 1,250.0000 5,000.00 0.000 0 048 REMOVE OVERSIDE DRAIN EA 775.0000 3,100.00 0.000 0 049 ADJUST INLET EA 8,400.0000 25,200.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1504 TIME 02:06 PM ESTIMATE NO. 006 BID OPENING 02/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 02/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST OVERSIDE DRAIN EA 590.0000 2,360.00 0.000 0 051 MINOR CONCRETE (CURB) (CY) CY 2,000.0000 13,000.00 0.000 0 052 REMOVE CURB LF 22.0000 5,500.00 0.000 0 053 INLET GRATE EA 725.0000 725.00 0.000 0 054 REMOVE PAVEMENT MARKER EA 0.6000 6,984.60 0.000 0 055 DELINEATOR (CLASS 1) EA 60.0000 3,540.00 0.000 0 056 PAVEMENT MARKER EA 0.8500 2,735.30 0.000 0 (RETROREFLECTIVE-RECESSED) 057 OBJECT MARKER (TYPE N) EA 60.0000 1,020.00 0.000 0 058 OBJECT MARKER (TYPE P) EA 60.0000 240.00 0.000 0 059 REMOVE ROADSIDE SIGN EA 100.0000 10,300.00 0.000 0 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 10,260.00 0.000 0 (0.063"-UNFRAMED) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 3,360.00 0.000 0 (0.080"-UNFRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 41.0000 6,150.00 0.000 0 (0.080"-FRAMED) 063 ROADSIDE SIGN - ONE POST EA 570.0000 53,580.00 0.000 0 064 ROADSIDE SIGN - TWO POST EA 1,100.0000 9,900.00 0.000 0 065 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 300.0000 600.00 0.000 0 POST 066 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.8000 34,368.00 0.000 0 067 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 41.0000 41,820.00 0.000 0 068 VEGETATION CONTROL (MINOR CONCRETE) SQYD 112.0000 206,080.00 0.000 0 069 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 84.0000 38,640.00 0.000 0 070 TRANSITION RAILING (TYPE WB-31) EA 5,400.0000 32,400.00 0.000 0 071 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,700.0000 11,900.00 0.000 0 072 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,395.0000 27,160.00 0.000 0 073 CONCRETE BARRIER TRANSITION LF 1,500.0000 60,000.00 0.000 0 (F) 074 REMOVE GUARDRAIL LF 5.0000 5,050.00 0.000 0 075 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 15.0000 4,200.00 0.000 0 WET NIGHT VISIBILITY) 076 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 6,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) PROGRAM CAS145 PAGE 4 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1504 TIME 02:06 PM ESTIMATE NO. 006 BID OPENING 02/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 02/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 223,440.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 078 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 161,400.00 0.000 0 079 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.0000 9,060.00 0.000 0 (WARRANTY) 080 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 13,000.0000 13,000.00 -0.070 -910.00 0.400 5,200 SYSTEM ELEMENTS DURING CONSTRUCTION 081 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 082 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 31,586.25 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H1504 TIME 02:06 PM ESTIMATE NO. 006 BID OPENING 02/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 02/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 559,347.48 17,861,666.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 559,347.48 17,861,666.90 083 MOBILIZATION LS 3,600,000.0000 3,600,000.00 0.050 180,000.00 1.000 3,600,000 ORIGINAL CONTRACT AMOUNT 36,081,257.15 TOTAL WORK COMPLETED 739,347.48 21,461,666.90 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 9,000.00 -31,000.00 TOTAL 748,347.48 21,430,666.90 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 05/15/24 165 07/22/24 07/22/24 03/10/25 66 87 0 0 59% 40% PROGRESS IS SATISFACTORY *** SUSPENDED ON 10/28/24. TISELL, STEVE RESIDENT ENGINEER