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 09/20/23 EST. NO. 007 TIME 04:01 PM R.E. NAME: TISELL, STEVE 01-0H8104 --------------------------------------------------------------------------- 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 09/20/23 EST. NO. 007 TIME 04:01 PM R.E. NAME: TISELL, STEVE 01-0H8104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 4/23 LTR DEDUCT -10,000.00 003 PER 5/23 LTR DEDUCT -10,000.00 003 PER 7/23 LTR DEDUCT -8,000.00 005 PER 8/23 LTR DEDUCT -2,000.00 006 0.00 -30,000.00 TOTAL DEDUCTIONS 0.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 09/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8104 TIME 04:01 PM ESTIMATE NO. 007 BID OPENING 08/30/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 09/20/23 LOCATION PROGRESS ESTIMATE 01-MEN-101-1.5/2.0 ----------------- GHILOTTI CONSTRUCTION COMPANY, MENDOCINO COUNTY NEAR HOPLAND FROM 0.7 INC. MILE TO 1.3 MILES NORTH OF GEYSERS ROAD 246 GHILOTTI AVENUE SANTA ROSA CA 95407 FED. AID NO. ER- 31R(4) CONSTRUCT SOLDIER PILE WALL, RDWY EXC, & H ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,450.0000 2,450.00 1.000 2,450 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 3,800.0000 3,800.00 0.500 1,900 003 TIME-RELATED OVERHEAD (LS) LS 40,000.0000 40,000.00 0.120 4,800.00 0.970 38,800 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 2.000 4,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 3.000 600 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 7,100.0000 7,100.00 0.700 4,970 007 TRAFFIC CONTROL SYSTEM LS 28,000.0000 28,000.00 0.120 3,360.00 0.970 27,160 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 250.0000 2,500.00 2.000 500.00 4.000 1,000 009 FLASHING ARROW SIGN EA 2,600.0000 2,600.00 0.120 312.00 0.970 2,522 010 TYPE III BARRICADE EA 120.0000 720.00 3.000 360 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.6500 7,234.50 2,085.000 5,525 012 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 7,700.00 87.000 4,785 013 PORTABLE RADAR SPEED FEEDBACK SIGN LS 4,400.0000 4,400.00 0.120 528.00 0.970 4,268 SYSTEMS (LS) 014 TEMPORARY BARRIER SYSTEM LF 28.0000 37,520.00 1,340.000 37,520 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,000.0000 6,000.00 0.120 720.00 0.970 5,820 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,000.0000 10,000.00 2.000 10,000 017 JOB SITE MANAGEMENT LS 8,800.0000 8,800.00 0.120 1,056.00 0.970 8,536 018 PREPARE STORM WATER POLLUTION PREVENTION LS 850.0000 850.00 0.750 637 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 9,500.00 7.000 3,500 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 125.0000 5,000.00 0.000 0 021 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 022 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,659.5500 9,957.30 1.000 1,659 CONTROL) PROGRAM CAS145 PAGE 2 DATE 09/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8104 TIME 04:01 PM ESTIMATE NO. 007 BID OPENING 08/30/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 09/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 3.0000 4,770.00 2,555.000 7,665 MATRIX) 024 TEMPORARY COVER SQYD 7.0000 11,130.00 0.000 0 025 TEMPORARY CHECK DAM LF 16.0000 848.00 42.000 672 026 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 880.00 4.000 880 027 TEMPORARY FIBER ROLL LF 10.0000 7,800.00 750.000 7,500 028 TEMPORARY GRAVEL BAG BERM LF 45.0000 900.00 10.000 450.00 30.000 1,350 029 TEMPORARY REINFORCED SILT FENCE LF 15.5000 14,725.00 365.000 5,657 030 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 1.000 4,000 031 STREET SWEEPING LS 9,400.0000 9,400.00 0.120 1,128.00 0.970 9,118 032 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 1.000 4,000 033 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 2,340.0000 2,340.00 1.000 2,340 034 DUST CONTROL PLAN (NATURALLY OCCURRING LS 2,000.0000 2,000.00 1.000 2,000 ASBESTOS) 035 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 15,260.00 2,164.000 15,148 036 CLEARING AND GRUBBING (LS) LS 44,000.0000 44,000.00 1.000 44,000 037 ROADWAY EXCAVATION (NATURALLY OCCURRING CY 100.0000 87,000.00 870.000 87,000 ASBESTOS) 038 SHOULDER BACKING TON 150.0000 6,750.00 45.000 6,750.00 45.000 6,750 039 STRUCTURE EXCAVATION (SOLDIER PILE WALL, CY 250.0000 35,250.00 141.000 35,250 NATURALLY OCCURRING ASBESTOS) 040 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 150.0000 26,100.00 174.000 26,100 (F) 041 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 389.0000 64,574.00 166.000 64,574 (F) 042 LEAN CONCRETE BACKFILL CY 325.0000 16,575.00 51.000 16,575 (F) 043 IMPORTED BORROW (CY) CY 65.0000 160,550.00 2,470.000 160,550 044 HYDROMULCH SQFT 0.1300 2,990.00 0.000 0 045 FIBER ROLLS LF 4.1400 6,913.80 0.000 0 046 HYDROSEED SQFT 0.1500 3,450.00 0.000 0 047 COMPOST (CY) CY 44.0000 6,600.00 0.000 0 048 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 90,000.00 900.000 90,000 049 HOT MIX ASPHALT (TYPE A) TON 175.0000 369,250.00 405.550 70,971.25 2,515.550 440,221 PROGRAM CAS145 PAGE 3 DATE 09/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8104 TIME 04:01 PM ESTIMATE NO. 007 BID OPENING 08/30/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 09/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 650.0000 195.00 0.300 195 INTERLAYER) 051 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 16.5500 9,433.50 570.000 9,433 FABRIC) 052 TACK COAT TON 3,020.0000 21,140.00 4.000 12,080 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 23,280.00 3,809.220 22,855 054 GROUND ANCHOR (SUBHORIZONTAL) EA 6,600.0000 178,200.00 25.950 171,270.00 25.950 171,270 055 STEEL SOLDIER PILE (HP 14 X 89) LF 150.0000 242,250.00 1,615.000 242,250 056 30" DRILLED HOLE LF 155.0000 190,185.00 1,227.000 190,185 057 STRUCTURAL CONCRETE, WALER CY 3,000.0000 138,000.00 46.000 138,000 058 STRUCTURAL CONCRETE, COPING CY 3,000.0000 108,000.00 36.000 108,000 059 PRECAST CONCRETE LAGGING SQFT 50.0000 274,800.00 5,496.000 274,800 060 BAR REINFORCING STEEL (WALER) LB 2.4100 25,051.95 10,395.000 25,051 (F) 061 BAR REINFORCING STEEL (GALVANIZED) LB 4.6600 750.26 161.000 750 (F) 062 BAR REINFORCING STEEL (COPING) LB 2.8000 16,480.80 5,886.000 16,480 063 CLEAN AND PAINT STEEL SOLDIER PILING LS 69,000.0000 69,000.00 0.900 62,100.00 0.900 62,100 064 24" CORRUGATED STEEL PIPE (.138" THICK) LF 650.0000 9,100.00 14.000 9,100.00 14.000 9,100 065 REMOVE CULVERT (LF) LF 250.0000 800.00 3.200 800.00 3.200 800 066 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, CY 1,000.0000 2,000.00 2.000 2,000.00 2.000 2,000 METHOD A) (CY) 067 ROCK SLOPE PROTECTION (150 LB, CLASS CY 350.0000 3,150.00 9.000 3,150.00 9.000 3,150 III, METHOD B) (CY) 068 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 250.0000 9,000.00 36.000 9,000.00 36.000 9,000 METHOD B) (CY) 069 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 900.00 150.000 900.00 150.000 900 070 MINOR CONCRETE (GUTTER) (LF) LF 65.0000 23,400.00 360.000 23,400.00 360.000 23,400 071 MINOR CONCRETE (GUTTER) (CY) CY 1,500.0000 750.00 0.500 750.00 0.500 750 072 DESTROY WELL EA 5,000.0000 15,000.00 3.000 15,000 073 14' PIPE GATE EA 12,650.0000 12,650.00 0.000 0 074 REMOVE PAVEMENT MARKER EA 6.0000 342.00 57.000 342 075 PAVEMENT MARKER (RETROREFLECTIVE) EA 15.0000 1,230.00 82.000 1,230.00 82.000 1,230 076 MARKER (CULVERT) EA 75.0000 75.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8104 TIME 04:01 PM ESTIMATE NO. 007 BID OPENING 08/30/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 09/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 50.0000 21,000.00 412.500 20,625.00 412.500 20,625 078 VEGETATION CONTROL (MINOR CONCRETE) SQYD 90.0000 22,500.00 245.000 22,050.00 245.000 22,050 079 CABLE RAILING LF 67.5000 24,300.00 360.000 24,300 (F) 080 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 081 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000 082 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 4,095.00 2,730.000 4,095.00 2,730.000 4,095 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 083 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 5,588.00 2,540.000 5,588.00 2,540.000 5,588 (ENHANCED WET NIGHT VISIBILITY) 084 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 1,725.00 1,464.000 3,660 085 12" RUMBLE STRIP (ASPHALT CONCRETE STA 450.0000 11,700.00 26.000 11,700.00 26.000 11,700 PAVEMENT) PROGRAM CAS145 PAGE 5 DATE 09/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8104 TIME 04:01 PM ESTIMATE NO. 007 BID OPENING 08/30/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: TISELL, STEVE DATE OF THIS ESTIMATE 09/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 444,833.25 2,635,005.88 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 444,833.25 2,635,005.88 086 MOBILIZATION LS 184,000.0000 184,000.00 1.000 184,000 ORIGINAL CONTRACT AMOUNT 2,866,759.11 TOTAL WORK COMPLETED 444,833.25 2,819,005.88 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -30,000.00 TOTAL 444,833.25 2,789,005.88 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 10/28/22 110 01/20/23 01/20/23 09/25/23 79 109 0 0 96% 72% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/22/22. TISELL, STEVE RESIDENT ENGINEER