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 07/21/26 EST. NO. 002 TIME 09:32 AM R.E. NAME: STEEN, NATHANIEL 01-0K9504 --------------------------------------------------------------------------- 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 07/21/26 EST. NO. 002 TIME 09:32 AM R.E. NAME: STEEN, NATHANIEL 01-0K9504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 7/26 LTR DEDUCT -3,000.00 002 -3,000.00 -3,000.00 TOTAL DEDUCTIONS -3,000.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0K9504 TIME 09:32 AM ESTIMATE NO. 002 BID OPENING 08/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: STEEN, NATHANIEL DATE OF THIS ESTIMATE 07/21/26 LOCATION PROGRESS ESTIMATE 01-DN-101-15.6/16.2 ----------------- GRANITE CONSTRUCTION COMPANY DEL NORTE COUNTY ABOUT 10.0 MILES SOUTH OF 1324 S. STATE STREET CRESCENT CITY FROM 3.0 MILES NORTH TO 3.6 UKIAH CA 95482 MILES NORTH OF WILSON CREEK BRIDGE FED. AID NO. HSNH-Q101(447)E PLACE ROADWAY SECTION, INSTALL GUARDRAIL, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,100.0000 4,100.00 1.000 4,100 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.329 1,645.00 0.579 2,895 003 TIME-RELATED OVERHEAD (LS) LS 200,000.0000 200,000.00 0.329 65,800.00 0.486 97,200 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 1.000 2,000.00 1.000 2,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 17,000.0000 17,000.00 0.750 12,750 007 TRAFFIC CONTROL SYSTEM LS 287,250.0000 287,250.00 0.329 94,505.25 0.486 139,603 008 STATIONARY IMPACT ATTENUATOR VEHICLE LS 28,510.0000 28,510.00 0.329 9,379.79 0.486 13,855 (LS) 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 14.0000 672.00 24.000 336 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 4.5000 2,835.00 410.000 1,845 011 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 6,075.00 41.000 3,075 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 6,200.0000 6,200.00 0.329 2,039.80 0.486 3,013 SYSTEMS (LS) 013 TEMPORARY BARRIER SYSTEM LF 20.0000 90,400.00 2,260.000 45,200 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 9,000.0000 9,000.00 0.329 2,961.00 0.486 4,374 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 1,850.0000 7,400.00 2.000 3,700 016 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.329 9,870.00 0.486 14,580 017 STORMWATER POLLUTION PREVENTION PLAN LS 3,300.0000 3,300.00 0.329 1,085.70 0.486 1,603 018 STORMWATER SAMPLING AND ANALYSIS DAY EA 450.0000 11,700.00 0.000 0 019 STORMWATER ANNUAL REPORT EA 3,000.0000 6,000.00 0.000 0 020 TEMPORARY MULCH SQYD 4.0600 7,429.80 0.000 0 021 TEMPORARY COVER SQYD 6.5100 18,423.30 0.000 0 022 TEMPORARY CHECK DAM LF 9.0200 13,620.20 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0K9504 TIME 09:32 AM ESTIMATE NO. 002 BID OPENING 08/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: STEEN, NATHANIEL DATE OF THIS ESTIMATE 07/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 146.6300 1,173.04 1.000 146 024 TEMPORARY FIBER ROLL LF 6.0400 9,060.00 0.000 0 025 TEMPORARY GRAVEL BAG BERM LF 9.3500 32,725.00 0.000 0 026 TEMPORARY SILT FENCE LF 7.7700 20,279.70 520.000 4,040 027 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 18,000.00 2.000 9,000 028 STREET SWEEPING LS 52,200.0000 52,200.00 0.329 17,173.80 0.486 25,369 029 TEMPORARY CONCRETE WASHOUT LS 8,000.0000 8,000.00 0.329 2,632.00 0.486 3,888 030 TREATED WOOD WASTE LB 0.7500 870.00 0.000 0 031 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 11,300.0000 11,300.00 0.329 3,717.70 0.486 5,491 032 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 1.000 5,000 033 INVASIVE SPECIES CONTROL LS 5,000.0000 5,000.00 0.329 1,645.00 0.486 2,430 034 CONTRACTOR SUPPLIED ARBORIST LS 9,600.0000 9,600.00 0.329 3,158.40 0.486 4,665 035 TEMPORARY HIGH-VISIBILITY FENCE LF 4.7900 958.00 222.000 1,063 036 TEMPORARY TREE PROTECTION LS 16,500.0000 16,500.00 0.329 5,428.50 0.486 8,019 037 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 0.500 37,500 038 ROADWAY EXCAVATION CY 155.0000 432,450.00 1,870.000 289,850 039 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 3,500.0000 2,450.00 0.700 2,450.00 0.700 2,450 DEPOSITED LEAD) 040 ROADWAY EXCAVATION (TYPE R-2) (AERIALLY CY 390.0000 5,460.00 14.000 5,460.00 14.000 5,460 DEPOSITED LEAD) 041 SHOULDER BACKING TON 900.0000 5,400.00 0.000 0 042 IMPORTED BORROW (CY) CY 40.0000 108,400.00 2,165.000 86,600.00 2,165.000 86,600 043 WOOD MULCH CY 233.3300 20,299.71 0.000 0 044 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,400.0000 2,400.00 0.000 0 045 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2600 4,212.00 0.000 0 046 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.4000 13,398.00 0.000 0 047 PERMANENT EROSION CONTROL ESTABLISHMENT LS 50,000.0000 50,000.00 0.000 0 WORK 048 CLASS 2 AGGREGATE BASE (CY) CY 140.0000 432,600.00 1,850.000 259,000.00 1,850.000 259,000 049 HOT MIX ASPHALT (TYPE A) TON 225.0000 1,014,750.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0K9504 TIME 09:32 AM ESTIMATE NO. 002 BID OPENING 08/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: STEEN, NATHANIEL DATE OF THIS ESTIMATE 07/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 250.0000 300.00 0.000 0 INTERLAYER) 051 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 9.8000 9,408.00 0.000 0 FABRIC) 052 PLACE HOT MIX ASPHALT DIKE (TYPE E LF 21.5000 5,375.00 0.000 0 MODIFIED) 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 21.5000 18,490.00 0.000 0 054 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 120.0000 2,400.00 0.000 0 AREA) 055 TACK COAT TON 3,380.0000 23,660.00 0.000 0 056 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 90.0000 34,200.00 253.300 22,797 057 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 2,700.00 900.000 2,700 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 6,420.00 0.000 0 059 REMOVE BASE AND SURFACING CY 60.0000 83,400.00 926.700 55,602 060 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 150.0000 15,000.00 100.000 15,000.00 100.000 15,000 (.109" THICK) 061 12" ENTRANCE TAPER EA 3,500.0000 10,500.00 0.000 0 062 12" ANCHOR ASSEMBLY EA 550.0000 3,850.00 0.000 0 063 36" CORRUGATED STEEL PIPE INLET (.109" LF 2,800.0000 14,000.00 5.000 14,000.00 5.000 14,000 THICK) 064 DOWNDRAIN ENERGY DISSIPATOR EA 1,700.0000 3,400.00 2.000 3,400.00 2.000 3,400 065 REMOVE ENTRANCE TAPER EA 800.0000 800.00 1.000 800.00 1.000 800 066 REMOVE DOWNDRAIN (EA) EA 800.0000 800.00 1.000 800.00 1.000 800 067 REMOVE INLET EA 800.0000 800.00 1.000 800.00 1.000 800 068 MISCELLANEOUS IRON AND STEEL LB 6.0000 1,176.00 0.000 0 (F) 069 DESTROY WELL EA 25,000.0000 25,000.00 1.000 25,000 070 REMOVE DELINEATOR EA 30.0000 150.00 0.000 0 071 DELINEATOR (CLASS 1) EA 75.0000 375.00 0.000 0 072 GUARD RAILING DELINEATOR EA 14.5000 420.50 14.000 203.00 14.000 203 073 PAVEMENT MARKER EA 12.5000 3,125.00 0.000 0 (RETROREFLECTIVE-RECESSED) 074 MILEPOST MARKER EA 90.0000 90.00 0.000 0 075 MARKER (CULVERT) EA 75.0000 450.00 0.000 0 076 REMOVE MARKER EA 30.0000 210.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0K9504 TIME 09:32 AM ESTIMATE NO. 002 BID OPENING 08/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: STEEN, NATHANIEL DATE OF THIS ESTIMATE 07/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ROADSIDE SIGN EA 200.0000 2,000.00 0.000 0 078 RESET ROADSIDE SIGN (ONE POST) EA 350.0000 1,050.00 0.000 0 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.4600 904.54 0.000 0 (0.063"-UNFRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 560.00 0.000 0 (0.080"-UNFRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 38.4600 5,384.40 0.000 0 (0.080"-FRAMED) 082 ROADSIDE SIGN - ONE POST EA 450.0000 2,700.00 0.000 0 083 ROADSIDE SIGN - TWO POST EA 600.0000 2,400.00 0.000 0 084 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 1,500.00 0.000 0 METHOD) 085 MIDWEST GUARDRAIL SYSTEM (SPECIAL) LF 950.0000 161,500.00 0.000 0 086 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 47.0000 14,100.00 300.000 14,100.00 300.000 14,100 087 VEGETATION CONTROL (MINOR CONCRETE) SQYD 120.0000 16,800.00 0.000 0 088 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 250.0000 6,000.00 0.000 0 089 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,700.0000 1,700.00 1.000 1,700.00 1.000 1,700 090 BURIED POST END ANCHOR (TYPE B-S) EA 2,700.0000 2,700.00 1.000 2,700.00 1.000 2,700 091 REMOVE CONCRETE BARRIER (TYPE K) LF 5.0000 1,800.00 360.000 1,800 092 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 22.0000 1,848.00 0.000 0 WET NIGHT VISIBILITY) 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 14,375.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 094 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 3,960.00 6,380.000 4,785 095 12" RUMBLE STRIP (ASPHALT CONCRETE STA 85.0000 2,125.00 0.000 0 PAVEMENT) 096 TEMPORARY SIGNAL SYSTEMS LS 75,000.0000 75,000.00 0.329 24,675.00 0.486 36,450 PROGRAM CAS145 PAGE 5 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0K9504 TIME 09:32 AM ESTIMATE NO. 002 BID OPENING 08/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: STEEN, NATHANIEL DATE OF THIS ESTIMATE 07/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 654,729.94 1,302,742.37 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 654,729.94 1,302,742.37 097 MOBILIZATION LS 390,000.0000 390,000.00 0.200 78,000.00 0.950 370,500 ORIGINAL CONTRACT AMOUNT 4,097,307.19 TOTAL WORK COMPLETED 732,729.94 1,673,242.37 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -3,000.00 -3,000.00 TOTAL 729,729.94 1,670,242.37 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 11/05/25 320 01/05/26 00/00/00 09/09/26 34 102 0 0 41% 11% PROGRESS IS SATISFACTORY STEEN, NATHANIEL RESIDENT ENGINEER