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 01/25/24 EST. NO. 021 TIME 12:35 PM R.E. NAME: JEFF ROTHGERY 02-4H4404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 012 0002 921,470.00 A.C. @ L.S.(+) 011924 N RE 001 921,470.00 TOTAL THIS ESTIMATE 4,679,697.65 TOTAL PREVIOUS ESTIMATE 5,601,167.65 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 01/25/24 EST. NO. 021 TIME 12:35 PM R.E. NAME: JEFF ROTHGERY 02-4H4404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LANE ERROR 10/20 -1,000.00 005 SUBLETTING LTR 9/20 -225.60 005 SUBLETTING VIOLATION -225.60 006 REV SUB VIO 1/22 225.60 007 CONCRETE OUT OF SPEC -6,000.00 009 REL LANE CLOS 10/22 1,000.00 015 0.00 -6,225.60 LABOR COMPLIANCE VIOLATION DEDUCT PER 11/22 LTR -10,000.00 006 DEDUCT PER 12/22 LTR -4,000.00 007 RELEASE 11/22 DEDUCT 10,000.00 007 DEDUCT LTR 1/23 -2,000.00 008 RTN DEDUCT LTR 12/22 4,000.00 008 DEDUCT LTR 2/23 -7,000.00 009 RTN DEDUCT LTR 1/23 2,000.00 009 LCV DEDUCT LTR 03/23 -2,000.00 010 RTN DEDUCT LTR 2/23 7,000.00 010 RTN DEDUCT LTR 3/23 2,000.00 011 DEDUCT LTTR 10/23 -5,000.00 018 RTN DEDUCT LTR 10/23 5,000.00 020 0.00 0.00 TOTAL DEDUCTIONS 0.00 -6,225.60 PROGRAM CAS145 PAGE 1 DATE 01/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H4404 TIME 12:35 PM ESTIMATE NO. 021 BID OPENING 11/18/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: JEFF ROTHGERY DATE OF THIS ESTIMATE 01/25/24 LOCATION PROGRESS ESTIMATE 02-PLU-70-0.0/29.9 ----------------- Q&D CONSTRUCTION LLC IN PLUMAS COUNTY AT VARIOUS 1050 S. 21ST STREET; LOCATIONS FROM BUTTE COUNTY LINE TO SPARKS NV 89434 3.1 MILES WEST OF ROUTE 89. FED. AID NO. ACST-ER31-T(V00)4E REPAIR ROCK SLOPE PROTECTION AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 1.000 6,000 003 TIME-RELATED OVERHEAD (LS) LS 350,000.0000 350,000.00 1.000 350,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 36,000.00 4.000 24,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 24,000.00 38.750 7,750 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 18,000.0000 18,000.00 1.000 18,000 007 CONSTRUCTION AREA SIGNS LS 8,890.0000 8,890.00 1.000 8,890 008 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000 009 TEMPORARY PORTABLE TRAFFIC SIGNAL LS 68,000.0000 68,000.00 1.000 68,000 SYSTEM 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 240.00 24.000 240 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 2,256.00 5,640.000 2,256 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 9,000.0000 9,000.00 1.000 9,000 SYSTEM 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 1.000 20,000 014 TEMPORARY RAILING (TYPE K) LF 45.0000 105,300.00 2,380.000 107,100 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 6,000.0000 12,000.00 2.000 12,000 016 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 24,000.0000 24,000.00 1.000 24,000 017 JOB SITE MANAGEMENT LS 31,000.0000 31,000.00 1.000 31,000 018 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 13,000.00 1.000 500.00 18.000 9,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 15,600.00 6.000 3,600 021 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 022 MOVE-IN/MOVE-OUT EA 100.0000 200.00 1.000 100 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 01/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H4404 TIME 12:35 PM ESTIMATE NO. 021 BID OPENING 11/18/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: JEFF ROTHGERY DATE OF THIS ESTIMATE 01/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 2,100.00 6.000 2,100 024 STREET SWEEPING LS 45,000.0000 45,000.00 1.000 45,000 025 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 1.000 15,000 026 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 650.0000 2,600.00 0.000 0 027 WATER QUALITY MONITORING REPORT EA 200.0000 800.00 6.000 1,200 028 WATER QUALITY ANNUAL REPORT EA 700.0000 1,400.00 1.000 700.00 2.000 1,400 029 TEMPORARY CREEK DIVERSION SYSTEMS LS 30,000.0000 30,000.00 1.000 30,000 030 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 031 TREATED WOOD WASTE LB 1.0000 1,940.00 0.000 0 032 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 100,000.0000 100,000.00 1.000 100,000 033 INVASIVE SPECIES CONTROL LS 10,000.0000 10,000.00 1.000 10,000 034 DUST CONTROL PLAN LS 2,500.0000 2,500.00 1.000 2,500 (NATURALLY OCCURRING ASBESTOS) 035 SAMPLING AND ANALYSIS PLAN LS 2,500.0000 2,500.00 1.000 2,500 (NATURALLY OCCURRING ASBESTOS) 036 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 1.000 15,000 037 ROADWAY EXCAVATION CY 68.0000 754,800.00 12,402.060 843,340 (NATURALLY OCCURRING ASBESTOS) 038 SHOULDER BACKING TON 58.0000 14,500.00 254.550 14,763 039 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 80.0000 222,720.00 3,359.000 268,720 (NATURALLY OCCURRING ASBESTOS) 040 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 200.0000 182,200.00 911.000 182,200 (F) 041 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 725.0000 790,975.00 1,091.000 790,975 (F) 042 LEAN CONCRETE BACKFILL CY 850.0000 617,950.00 727.000 617,950 (F) 043 BIODEGRADABLE RESERVOIR PLANTING EA 45.0000 17,550.00 0.000 0 SYSTEM 044 ROADSIDE CLEARING LS 100,000.0000 100,000.00 1.000 100,000 045 ORGANIC FERTILIZER LB 1.0000 390.00 0.000 0 046 PLANT (GROUP H) EA 45.0000 116,550.00 550.000 24,750 047 PLANT (GROUP M) EA 72.0000 28,080.00 0.000 0 048 PLANT ESTABLISHMENT WORK LS 115,743.0000 115,743.00 0.000 0 049 IMPORTED TOPSOIL (CY) CY 115.0000 116,150.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H4404 TIME 12:35 PM ESTIMATE NO. 021 BID OPENING 11/18/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: JEFF ROTHGERY DATE OF THIS ESTIMATE 01/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 IMPORTED TOPSOIL (RSP) (CY) CY 120.0000 40,800.00 334.000 40,080 051 DRY SEED (SQFT) SQFT 0.3800 14,136.00 0.000 0 052 FIBER REINFORCED MATRIX SQFT 0.4800 8,784.00 15,650.000 7,512 053 COMPOST (CY) CY 87.0000 21,750.00 0.000 0 054 INCORPORATE MATERIALS SQFT 1.0000 21,100.00 0.000 0 055 FINISHING ROADWAY LS 30,000.0000 30,000.00 1.000 30,000 056 CLASS 2 AGGREGATE BASE (CY) CY 108.0000 125,280.00 976.760 105,490 057 HOT MIX ASPHALT (TYPE A) TON 185.0000 506,900.00 2,935.260 543,023 058 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 92.0000 4,600.00 50.000 4,600 059 PLACE HOT MIX ASPHALT SQYD 40.0000 4,400.00 78.300 3,132 (MISCELLANEOUS AREA) 060 TACK COAT TON 900.0000 2,970.00 3.300 2,970 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.5000 25,740.00 3,556.800 19,562 062 GROUND ANCHOR (SUBHORIZONTAL) EA 5,140.0000 1,074,260.00 209.000 1,074,260 063 RAIL ELEMENT WALL LF 150.0000 75,000.00 0.000 0 064 STEEL SOLDIER PILE (W 14 X 109) LF 135.0000 325,215.00 2,433.090 328,467 065 STEEL SOLDIER PILE (2 - C 15 X 50) LF 168.0000 1,374,240.00 8,221.000 1,381,128 066 30" DRILLED HOLE LF 410.0000 3,895,000.00 10,359.630 4,247,448 067 STRUCTURAL CONCRETE, WALL FACING CY 1,235.0000 1,764,815.00 1,429.000 1,764,815 (F) 068 STRUCTURAL CONCRETE, HEADWALL CY 3,900.0000 23,400.00 6.000 23,400 (F) 069 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,900.0000 78,000.00 20.000 78,000 (F) 070 CONCRETE SURFACE TEXTURE SQFT 2.0000 77,160.00 38,580.000 77,160 (F) (EMERALD BAY FLAGSTONE ROCK) 071 BAR REINFORCING STEEL (WALL FACING) LB 1.8300 141,270.51 77,197.000 141,270 (F) 072 BAR REINFORCING STEEL LB 3.2500 154,872.25 47,653.000 154,872 (F) (EPOXY COATED) (WALL FACING) 073 TIMBER LAGGING MFBM 4,790.0000 819,090.00 171.000 819,090 (F) 074 CLEAN AND PAINT STEEL SOLDIER PILING LS 440,000.0000 440,000.00 1.000 440,000 075 18" CORRUGATED STEEL PIPE (.109" THICK) LF 450.0000 5,850.00 12.500 5,625 076 24" CORRUGATED STEEL PIPE (.138" THICK) LF 365.0000 91,250.00 224.600 81,979 PROGRAM CAS145 PAGE 4 DATE 01/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H4404 TIME 12:35 PM ESTIMATE NO. 021 BID OPENING 11/18/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: JEFF ROTHGERY DATE OF THIS ESTIMATE 01/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 30" CORRUGATED STEEL PIPE (.138" THICK) LF 520.0000 6,240.00 6.000 3,120 078 18" SLOTTED CORRUGATED STEEL PIPE LF 310.0000 182,900.00 590.000 182,900 (.168" THICK) 079 REMOVE CULVERT (LF) LF 25.0000 7,750.00 292.500 7,312 080 REMOVE INLET EA 1,300.0000 7,800.00 6.000 7,800 081 REMOVE HEADWALL EA 2,100.0000 2,100.00 1.000 2,100 082 CONCRETE (EXISTING ROCK SLOPE CY 450.0000 873,000.00 1,476.000 664,200 PROTECTION) 083 RECONSTRUCT ROCK SLOPE PROTECTION CY 110.0000 25,300.00 230.100 25,311 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 340.00 170.000 340 085 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 2.0000 220.00 110.000 220 086 MISCELLANEOUS IRON AND STEEL LB 4.0000 14,444.00 3,611.000 14,444 (F) 087 PREPARE AND STAIN CONCRETE SQFT 3.4500 133,101.00 33,199.200 114,537 088 DELINEATOR (CLASS 1) EA 45.0000 3,240.00 34.000 1,530 089 TEMPORARY DELINEATOR (CLASS 1) EA 60.0000 1,140.00 0.000 0 090 PAVEMENT MARKER EA 18.0000 3,240.00 170.000 3,060 (RETROREFLECTIVE-RECESSED) 091 MILEPOST MARKER EA 45.0000 90.00 2.000 90 092 MARKER (CULVERT) EA 45.0000 720.00 16.000 720 093 OBJECT MARKER (TYPE L-1) EA 45.0000 45.00 1.000 45 094 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 250.00 1.000 250.00 1.000 250 095 RECONSTRUCT TURNABLE ROADSIDE SIGN EA 925.0000 925.00 1.000 925.00 1.000 925 096 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 37.0000 117,290.00 2,312.500 85,562 097 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 91,700.00 1,360.000 95,200 098 CABLE RAILING LF 54.0000 121,392.00 2,248.000 121,392 (F) 099 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 14,000.00 3.000 10,500 100 REMOVE GUARDRAIL LF 3.0000 2,820.00 0.000 0 101 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 40.00 0.000 0 102 THERMOPLASTIC TRAFFIC STRIPE LF 0.5600 6,440.00 0.000 0 (SPRAYABLE) 103 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 4,110.00 509.000 381 PROGRAM CAS145 PAGE 5 DATE 01/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H4404 TIME 12:35 PM ESTIMATE NO. 021 BID OPENING 11/18/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: JEFF ROTHGERY DATE OF THIS ESTIMATE 01/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,375.00 16,794,660.76 ADJUSTMENT OF COMPENSATION 921,470.00 4,985,319.56 EXTRA WORK 0.00 615,848.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 923,845.00 22,395,828.41 104 MOBILIZATION LS 1,671,046.2400 1,671,046.24 1.000 1,671,046 ORIGINAL CONTRACT AMOUNT 18,800,000.00 TOTAL WORK COMPLETED 923,845.00 24,066,874.65 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -6,225.60 TOTAL 923,845.00 24,060,649.05 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 03/02/22 175 07/11/22 04/26/22 01/31/24 200 231 -204 0 95% 100% PROGRESS IS SATISFACTORY JEFF ROTHGERY RESIDENT ENGINEER