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 01/18/23 EST. NO. 005 TIME 11:54 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 --------------------------------------------------------------------------- 008 0004 5,595.20 E.W. @ F.A.(+) 120522 N 0006.0 0005 5,947.54 120622 N 0007.0 0006 393.37 120522 N 0008.0 0007 660.67 120622 N 0009.0 0008 27,427.11 101322 N 0010.0 40,023.89 TOTAL THIS ESTIMATE 14,487.92 TOTAL PREVIOUS ESTIMATE 54,511.81 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 01/18/23 EST. NO. 005 TIME 11:54 AM R.E. NAME: DAN KRAFT 01-0H8804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM4401 2022 MISSING -10,000.00 005 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY CEM 2402 MISSING -10,000.00 005 -10,000.00 -10,000.00 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 DEDUCT PER 12/22 LTR -10,000.00 004 RELEASE 11/22 DEDUCT 1,000.00 004 DEDUCT PER 1/23 LTR -7,000.00 005 -7,000.00 -17,000.00 TOTAL DEDUCTIONS -27,000.00 -37,000.00 PROGRAM CAS145 PAGE 1 DATE 01/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8804 TIME 11:54 AM ESTIMATE NO. 005 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 01/05/23 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 01/18/23 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 2,800 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 3,000.0000 3,000.00 0.250 750.00 0.500 1,500 003 TIME-RELATED OVERHEAD (LS) LS 75,000.0000 75,000.00 1.000 75,000 004 DEVELOP WATER SUPPLY LS 8,000.0000 8,000.00 1.000 8,000 005 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 1.000 9,000 006 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 1.000 110,000 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 11,900.00 1,820.000 1,820 008 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 1.000 9,000 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 1.000 10,000 012 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 1.000 5,000 014 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 13,500.00 3.000 1,500 017 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 CONTROL) 020 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 2.8000 3,612.00 2,587.330 7,244 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 PROGRAM CAS145 PAGE 2 DATE 01/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8804 TIME 11:54 AM ESTIMATE NO. 005 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 01/05/23 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 01/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 20,000 028 TEMPORARY CONCRETE WASHOUT LS 3,500.0000 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 84,700.00 856.800 59,976.00 1,210.000 84,700 033 SHOULDER BACKING TON 200.0000 7,200.00 0.000 0 034 DITCH EXCAVATION CY 95.0000 5,700.00 59.400 5,643 035 IMPORTED BORROW (CY) CY 31.0000 52,390.00 5,538.000 171,678 036 BONDED FIBER MATRIX (SQFT) SQFT 0.2800 15,008.00 53,589.000 15,004 037 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8500 34,255.00 40,124.000 34,105 038 FIBER ROLLS LF 4.4000 19,360.00 6,963.500 30,639 039 COMPOST (CY) CY 42.0000 10,500.00 249.000 10,458 040 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 85,000.00 572.000 57,200.00 850.000 85,000 041 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 042 HOT MIX ASPHALT (TYPE A) TON 190.0000 258,400.00 1,238.290 235,275.10 2,550.970 484,684 043 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 750.0000 750.00 0.810 607 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 1,160.000 4,466 046 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.8500 693.00 220.000 847 047 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.8500 1,963.50 663.000 2,552 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.8500 1,309.00 333.000 1,282 049 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 50.0000 12,500.00 252.000 12,600 AREA) PROGRAM CAS145 PAGE 3 DATE 01/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8804 TIME 11:54 AM ESTIMATE NO. 005 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 01/05/23 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 01/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,792 051 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 380.00 1,536.000 6,144 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.7000 18,500.00 5,906.000 21,852 053 WELDED WIRE REINFORCEMENT SQYD 50.0000 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 3.000 2,700 061 REMOVE FLARED END SECTION (EA) EA 900.0000 900.00 1.000 900 062 CONCRETE (DITCH LINING) CY 1,100.0000 12,100.00 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 METHOD B) (CY) 065 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 4,640.00 1,150.600 4,602 066 MISCELLANEOUS IRON AND STEEL LB 5.0000 2,360.00 472.000 2,360 (F) 067 FENCE (TYPE BW, METAL POST) LF 60.0000 10,200.00 172.000 10,320 068 REMOVE FENCE (TYPE BW) LF 10.0000 1,700.00 167.000 1,670 069 REMOVE PAVEMENT MARKER EA 6.0000 780.00 16.000 96 070 DELINEATOR (CLASS 1) EA 65.0000 650.00 10.000 650 071 GUARD RAILING DELINEATOR EA 18.5000 740.00 32.000 592 072 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 2,400.00 163.000 1,630 073 MARKER (CULVERT) EA 75.0000 150.00 2.000 150 074 OBJECT MARKER (TYPE L-1) EA 75.0000 150.00 2.000 150 075 REMOVE ROADSIDE SIGN EA 150.0000 1,800.00 12.000 1,800 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,032.50 59.000 1,032 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 01/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8804 TIME 11:54 AM ESTIMATE NO. 005 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 01/05/23 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 01/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 23.000 425 (0.080"-UNFRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.5000 202.50 9.000 202 (0.063"-FRAMED) 079 ROADSIDE SIGN - ONE POST EA 475.0000 5,225.00 10.000 4,750 080 ROADSIDE SIGN - TWO POST EA 850.0000 850.00 2.000 1,700 081 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 50.0000 17,500.00 350.000 17,500 082 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.0000 30,000.00 264.000 26,400 083 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 16,000.00 3.000 12,000 084 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,850.0000 15,400.00 4.000 15,400 085 REMOVE GUARDRAIL LF 8.0000 2,080.00 225.000 1,800 086 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 10.0000 1,800.00 156.000 1,560 WET NIGHT VISIBILITY) 087 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 1,230.00 366.000 1,098 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 088 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 14,532.00 8,958.000 18,811 (ENHANCED WET NIGHT VISIBILITY) 089 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 1,200.00 190.000 950 (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 15.500 3,875 PAVEMENT) 092 12" RUMBLE STRIP (ASPHALT CONCRETE STA 250.0000 2,250.00 15.500 3,875 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 01/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8804 TIME 11:54 AM ESTIMATE NO. 005 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 01/05/23 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 01/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 353,201.10 1,582,030.04 ADJUSTMENT OF COMPENSATION 0.00 -6,907.96 EXTRA WORK 40,023.89 61,419.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 393,224.99 1,636,541.85 095 MOBILIZATION LS 150,000.0000 150,000.00 1.000 150,000 ORIGINAL CONTRACT AMOUNT 1,646,436.00 TOTAL WORK COMPLETED 393,224.99 1,786,541.85 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -27,000.00 -37,000.00 TOTAL 366,224.99 1,749,541.85 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 08/23/22 50 09/08/22 09/08/22 01/05/23 44 36 0 0 100% 100% DAN KRAFT RESIDENT ENGINEER