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 11/23/22 EST. NO. 003 TIME 08:50 AM R.E. NAME: DAN KRAFT 01-0H8804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 -5,423.01 A.C. @ U.P.(-) 112022 N 1 0 -5,423.01 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE -5,423.01 TOTAL TO DATE 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 11/23/22 EST. NO. 003 TIME 08:50 AM R.E. NAME: DAN KRAFT 01-0H8804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 10/22 LTR DEDUCT -4,000.00 002 DEDUCT LTTR 11/2022 -1,000.00 003 RTRN LTTR 10/2022 4,000.00 003 3,000.00 -1,000.00 TOTAL DEDUCTIONS 3,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 11/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8804 TIME 08:50 AM ESTIMATE NO. 003 BID OPENING 07/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 11/23/22 LOCATION PROGRESS ESTIMATE 01-LAK-29-R34.9/R35.2 ----------------- O.C. JONES & SONS, INC. LAKE COUNTY AT KELSEYVILLE FROM KELSEY 1520 FOURTH STREET CREEK BRIDGE TO 0.1 MILE NORTH OF KELSEY BERKELEY CA 94710 CREEK DRIVE FED. AID NO. HSST-P029(152) PLACE HMA (TYPE A), CLASS 2 AB, IB, AND RS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,800.0000 2,800.00 0.140 392.00 0.860 2,408 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 3,000.0000 3,000.00 0.250 750 003 TIME-RELATED OVERHEAD (LS) LS 75,000.0000 75,000.00 0.280 21,000.00 0.720 54,000 004 DEVELOP WATER SUPPLY LS 8,000.0000 8,000.00 0.750 6,000.00 1.000 8,000 005 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.750 6,750 006 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 0.470 51,700.00 0.720 79,200 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 11,900.00 0.000 0 008 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 3,380.00 0.000 0 009 PORTABLE RADAR SPEED FEEDBACK SIGN LS 9,000.0000 9,000.00 0.470 4,230.00 0.720 6,480 SYSTEMS (LS) 010 TEMPORARY BARRIER SYSTEM LF 18.0000 39,240.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.470 4,700.00 0.720 7,200 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,600.0000 25,200.00 0.000 0 013 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 5,000.0000 5,000.00 0.470 2,350.00 0.720 3,600 014 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.280 7,000.00 0.720 18,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.750 2,250 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 13,500.00 1.000 500.00 1.000 500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 17,200.00 0.000 0 018 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 019 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 645.0000 3,870.00 1.000 645.00 1.000 645 CONTROL) 020 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 2.8000 3,612.00 1,552.000 4,345.60 1,552.000 4,345 MATRIX) 021 TEMPORARY COVER SQYD 6.6000 8,514.00 0.000 0 022 TEMPORARY CHECK DAM LF 25.0000 1,675.00 50.000 1,250.00 50.000 1,250 PROGRAM CAS145 PAGE 2 DATE 11/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8804 TIME 08:50 AM ESTIMATE NO. 003 BID OPENING 07/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 11/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 800.0000 4,000.00 0.000 0 024 TEMPORARY GRAVEL BAG BERM LF 13.0000 5,330.00 0.000 0 025 TEMPORARY REINFORCED SILT FENCE LF 7.0000 28,070.00 3,329.000 23,303 026 TEMPORARY CONSTRUCTION ENTRANCE EA 4,200.0000 16,800.00 0.000 0 027 STREET SWEEPING LS 20,000.0000 20,000.00 0.280 5,600.00 0.720 14,400 028 TEMPORARY CONCRETE WASHOUT LS 3,500.0000 3,500.00 1.000 3,500.00 1.000 3,500 029 TREATED WOOD WASTE LB 1.1000 4,125.00 0.000 0 030 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 740.0000 18,500.00 2.000 1,480 031 CLEARING AND GRUBBING (LS) LS 40,000.0000 40,000.00 1.000 40,000 032 ROADWAY EXCAVATION CY 70.0000 84,700.00 197.200 13,804.00 353.200 24,724 033 SHOULDER BACKING TON 200.0000 7,200.00 0.000 0 034 DITCH EXCAVATION CY 95.0000 5,700.00 59.400 5,643.00 59.400 5,643 035 IMPORTED BORROW (CY) CY 31.0000 52,390.00 5,500.000 170,500 036 BONDED FIBER MATRIX (SQFT) SQFT 0.2800 15,008.00 0.000 0 037 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8500 34,255.00 40,124.000 34,105.40 40,124.000 34,105 038 FIBER ROLLS LF 4.4000 19,360.00 6,070.500 26,710.20 6,070.500 26,710 039 COMPOST (CY) CY 42.0000 10,500.00 249.000 10,458.00 249.000 10,458 040 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 85,000.00 122.000 12,200.00 278.000 27,800 041 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 042 HOT MIX ASPHALT (TYPE A) TON 190.0000 258,400.00 1,266.080 240,555.20 1,266.080 240,555 043 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 750.0000 750.00 0.000 0 INTERLAYER) 044 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 14.7500 13,865.00 0.000 0 GRID) 045 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.8500 4,389.00 0.000 0 046 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.8500 693.00 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.8500 1,963.50 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.8500 1,309.00 0.000 0 049 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 50.0000 12,500.00 0.000 0 AREA) PROGRAM CAS145 PAGE 3 DATE 11/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8804 TIME 08:50 AM ESTIMATE NO. 003 BID OPENING 07/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 11/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 1,350.0000 6,750.00 3.550 4,792.50 3.550 4,792 051 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 380.00 1,536.000 6,144.00 1,536.000 6,144 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.7000 18,500.00 5,906.000 21,852.20 5,906.000 21,852 053 WELDED WIRE REINFORCEMENT SQYD 50.0000 700.00 14.000 700.00 14.000 700 054 24" CORRUGATED STEEL PIPE (.138" THICK) LF 300.0000 14,700.00 55.000 16,500 055 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 180.0000 15,300.00 0.000 0 (.109" THICK) 056 18" ANCHOR ASSEMBLY EA 1,300.0000 3,900.00 0.000 0 057 CONCRETE ANCHOR AND CABLE ASSEMBLY EA 15,000.0000 45,000.00 0.000 0 058 36" CORRUGATED STEEL PIPE INLET (.138" LF 1,600.0000 20,800.00 12.500 20,000 THICK) 059 24" STEEL FLARED END SECTION EA 2,400.0000 4,800.00 2.000 4,800 060 REMOVE DOWNDRAIN (EA) EA 900.0000 1,800.00 1.000 900.00 2.000 1,800 061 REMOVE FLARED END SECTION (EA) EA 900.0000 900.00 0.000 0 062 CONCRETE (DITCH LINING) CY 1,100.0000 12,100.00 10.200 11,220.00 10.200 11,220 063 ROCK SLOPE PROTECTION (150 LB, CLASS CY 130.0000 44,200.00 331.000 43,030 III, METHOD B) (CY) 064 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 300.0000 10,800.00 35.600 10,680.00 35.600 10,680 METHOD B) (CY) 065 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 4,640.00 83.600 334.40 1,150.600 4,602 066 MISCELLANEOUS IRON AND STEEL LB 5.0000 2,360.00 472.000 2,360.00 472.000 2,360 (F) 067 FENCE (TYPE BW, METAL POST) LF 60.0000 10,200.00 0.000 0 068 REMOVE FENCE (TYPE BW) LF 10.0000 1,700.00 167.000 1,670 069 REMOVE PAVEMENT MARKER EA 6.0000 780.00 -100.000 -600.00 0.000 0 070 DELINEATOR (CLASS 1) EA 65.0000 650.00 0.000 0 071 GUARD RAILING DELINEATOR EA 18.5000 740.00 0.000 0 072 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 2,400.00 0.000 0 073 MARKER (CULVERT) EA 75.0000 150.00 0.000 0 074 OBJECT MARKER (TYPE L-1) EA 75.0000 150.00 0.000 0 075 REMOVE ROADSIDE SIGN EA 150.0000 1,800.00 0.000 0 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,032.50 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 11/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8804 TIME 08:50 AM ESTIMATE NO. 003 BID OPENING 07/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 11/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 425.50 0.000 0 (0.080"-UNFRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.5000 202.50 0.000 0 (0.063"-FRAMED) 079 ROADSIDE SIGN - ONE POST EA 475.0000 5,225.00 0.000 0 080 ROADSIDE SIGN - TWO POST EA 850.0000 850.00 0.000 0 081 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 50.0000 17,500.00 0.000 0 082 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.0000 30,000.00 0.000 0 083 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 16,000.00 0.000 0 084 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,850.0000 15,400.00 0.000 0 085 REMOVE GUARDRAIL LF 8.0000 2,080.00 0.000 0 086 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 10.0000 1,800.00 0.000 0 WET NIGHT VISIBILITY) 087 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 1,230.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 088 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 14,532.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 089 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 1,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 090 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 11,220.00 0.000 0 091 6" RUMBLE STRIP (ASPHALT CONCRETE STA 250.0000 4,250.00 0.000 0 PAVEMENT) 092 12" RUMBLE STRIP (ASPHALT CONCRETE STA 250.0000 2,250.00 0.000 0 PAVEMENT) 093 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 5.0000 3,400.00 0.000 0 094 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.0000 3,440.00 0.000 0 (WARRANTY) PROGRAM CAS145 PAGE 5 DATE 11/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8804 TIME 08:50 AM ESTIMATE NO. 003 BID OPENING 07/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 11/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 515,071.50 968,708.50 ADJUSTMENT OF COMPENSATION -5,423.01 -5,423.01 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 509,648.49 963,285.49 095 MOBILIZATION LS 150,000.0000 150,000.00 0.050 7,500.00 1.000 150,000 ORIGINAL CONTRACT AMOUNT 1,646,436.00 TOTAL WORK COMPLETED 517,148.49 1,113,285.49 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 3,000.00 -1,000.00 TOTAL 520,148.49 1,112,285.49 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 08/23/22 50 09/08/22 09/08/22 12/15/22 36 14 0 0 66% 72% PROGRESS IS SATISFACTORY DAN KRAFT RESIDENT ENGINEER