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 03/09/22 EST. NO. 015 TIME 11:20 AM R.E. NAME: JOHN YOLTON 02-0H9004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0001 14,776.33 E.W. @ L.S.(+) 103121 N 1 0 14,776.33 TOTAL THIS ESTIMATE 495,448.85 TOTAL PREVIOUS ESTIMATE 510,225.18 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 03/09/22 EST. NO. 015 TIME 11:20 AM R.E. NAME: JOHN YOLTON 02-0H9004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE TEMP BRIDGE CCO PEND -77,872.06 010 RELEASE TEMP BRIDGE 77,872.06 011 MISSING CEM4401 2020 -10,000.00 014 MISSING CEM4401 2021 -10,000.00 014 RTN DED CEM4401 2020 10,000.00 015 RTN DED CEM4401 2021 10,000.00 015 20,000.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402S -10,000.00 014 RTN DEDUCT CEM2402S 10,000.00 015 10,000.00 0.00 TOTAL DEDUCTIONS 30,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/09/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H9004 TIME 11:20 AM ESTIMATE NO. 015 BID OPENING 02/25/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/12/21 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 03/09/22 LOCATION RERUN FINAL ESTIMATE 02-BUT-70-41.9/42.3 -------------------- SHASTA SERVICES INC. DBA IN BUTTE COUNTY NEAR PULGA FROM 2.5 TIMBERWORKS MILES WEST OF PENSTOCK 509 S MT SHASTA BLVD UNDERCROSSING TO 2.1 MILES WEST OF MOUNT SHASTA CA 96067 PENSTOCK UNDERCROSSING. FED. AID NO. N O N E INSTALL FISH PASSAGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,950.0000 3,950.00 1.000 3,950 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,500.0000 6,500.00 1.000 6,500 003 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 1.000 6,000 004 TRAFFIC CONTROL SYSTEM LS 56,400.0000 56,400.00 1.000 56,400 005 TYPE III BARRICADE EA 97.5000 292.50 4.000 390 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.0000 3,080.00 1,268.000 5,072 007 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 18.0000 648.00 20.000 360 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.2000 2,796.00 3,118.000 3,741 009 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 4,440.00 82.000 3,034 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 8,400.0000 8,400.00 1.000 8,400 SYSTEMS 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 28,000.0000 28,000.00 1.000 28,000 012 TEMPORARY RAILING (TYPE K) LF 80.0000 46,400.00 1,060.000 84,800 013 RELOCATE TEMPORARY RAILING (TYPE K) LF 9.0000 990.00 280.000 2,520 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 9,810.0000 39,240.00 6.000 58,860 015 TEMPORARY TRAFFIC SCREEN LF 30.0000 7,200.00 0.000 0 016 JOB SITE MANAGEMENT LS 25,280.0000 25,280.00 1.000 25,280 017 PREPARE STORM WATER POLLUTION PREVENTION LS 2,450.0000 2,450.00 1.000 2,450 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 6,000.00 13.000 6,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 495.0000 9,900.00 7.000 3,465 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 2,100.0000 2,100.00 1.000 2,100 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.3200 726.00 4,334.000 5,720 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 03/09/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H9004 TIME 11:20 AM ESTIMATE NO. 015 BID OPENING 02/25/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/12/21 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 03/09/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 8.1400 814.00 61.000 496 024 TEMPORARY FIBER ROLL LF 4.1500 8,300.00 1,445.000 5,996 025 TEMPORARY CONCRETE WASHOUT LS 3,827.5000 3,827.50 1.000 3,827 026 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 995.0000 19,900.00 15.000 14,925 027 WATER QUALITY MONITORING REPORT EA 350.0000 1,400.00 0.000 0 028 WATER QUALITY ANNUAL REPORT EA 995.0000 1,990.00 0.000 0 029 TEMPORARY CREEK DIVERSION SYSTEMS LS 148,000.0000 148,000.00 1.000 148,000 030 ASBESTOS COMPLIANCE PLAN LS 1,495.0000 1,495.00 1.000 1,495 031 INVASIVE SPECIES CONTROL LS 5,000.0000 5,000.00 1.000 5,000 032 DUST CONTROL PLAN LS 995.0000 995.00 1.000 995 (NATURALLY OCCURRING ASBESTOS) 033 CLEARING AND GRUBBING (LS) LS 63,300.0000 63,300.00 1.000 63,300 034 ROADWAY EXCAVATION CY 75.0000 274,500.00 3,660.000 274,500 035 ROADWAY EXCAVATION (DETOUR) CY 37.0000 117,290.00 3,677.000 136,049 036 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 47.0000 38,070.00 810.000 38,070 037 CHANNEL EXCAVATION CY 37.5000 303,000.00 8,654.000 324,525 038 SHOULDER BACKING TON 125.0000 15,000.00 129.490 16,186 039 STRUCTURE EXCAVATION (BRIDGE) CY 165.0000 242,880.00 1,472.000 242,880 (F) 040 STRUCTURE BACKFILL (BRIDGE) CY 322.0000 227,976.00 708.000 227,976 (F) 041 PERVIOUS BACKFILL MATERIAL CY 51.0000 2,448.00 48.000 2,448 (F) 042 INSTALL BRONZE PLAQUE EA 1,155.0000 4,620.00 4.000 4,620 043 COMPOST SOCK LF 6.1500 3,321.00 218.500 1,343 044 HYDROSEED (HBGM) SQFT 0.3800 11,514.00 34,000.000 12,920 045 HYDROMULCH (FRM) SQFT 0.1500 4,545.00 34,000.000 5,100 046 SOIL TESTING EA 1,000.0000 1,000.00 1.000 1,000 047 CLASS 2 AGGREGATE BASE (CY) CY 102.0000 74,460.00 732.000 74,664 048 HOT MIX ASPHALT (TYPE A) TON 155.0000 210,800.00 1,129.970 175,145 049 TACK COAT TON 3,000.0000 2,100.00 1.370 4,110 PROGRAM CAS145 PAGE 3 DATE 03/09/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H9004 TIME 11:20 AM ESTIMATE NO. 015 BID OPENING 02/25/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/12/21 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 03/09/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 14,100.00 1,072.200 10,722 051 RAIL ELEMENT WALL SQFT 60.0000 18,000.00 300.000 18,000 052 TEMPORARY BRIDGE (STRUCTURE EXCAVATION) CY 77.5000 17,282.50 165.300 12,810 (F) 053 TEMPORARY BRIDGE (STRUCTURE BACKFILL) CY 231.0000 87,318.00 280.300 64,749 (F) 054 TEMPORARY BRIDGE (GRS FACING ELEMENT) SQFT 7.5000 7,080.00 1,324.980 9,937 055 TEMPORARY BRIDGE (GEOSYNTHETIC SQFT 0.4300 9,681.45 21,931.000 9,430 REINFORCEMENT) 056 TEMPORARY BRIDGE (HOT MIX ASPHALT, TON 700.0000 20,300.00 50.000 35,000 BRIDGE) 057 TEMPORARY BRIDGE (FURNISH STRUCTURAL LB 1.6200 222,588.00 0.000 0 (F) STEEL) 058 TEMPORARY BRIDGE (ERECT STRUCTURAL LB 0.5000 68,700.00 0.000 0 (F) STEEL) 059 TEMPORARY BRIDGE (UNTREATED LUMBER MFBM 2,840.0000 82,360.00 0.000 0 (F) AND TIMBER) 060 TEMPORARY BRIDGE (BRIDGE REMOVAL) LS 60,000.0000 60,000.00 0.000 0 061 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 668.0000 104,208.00 156.000 104,208 (F) 062 STRUCTURAL CONCRETE, BRIDGE CY 1,345.0000 394,085.00 293.000 394,085 (F) 063 STRUCTURAL CONCRETE, BRIDGE CY 1,740.0000 243,600.00 140.000 243,600 (F) (POLYMER FIBER) 064 STRUCTURAL CONCRETE, HEADWALL CY 1,500.0000 57,000.00 38.000 57,000 (F) 065 MINOR CONCRETE (BACKFILL) CY 350.0000 3,850.00 11.000 3,850 066 RANDOM ROUGH STACKED ROCK SQFT 41.0000 11,890.00 290.000 11,890 TEXTURE 067 ARCHITECTURAL TREATMENT (HEADWALL) SQFT 41.0000 13,120.00 320.000 13,120 068 FURNISH PRECAST PRESTRESSED CONCRETE EA 26,490.0000 185,430.00 7.000 185,430 GIRDER (80'-90') 069 ERECT PRECAST PRESTRESSED CONCRETE EA 16,956.0000 118,692.00 7.000 118,692 GIRDER 070 JOINT SEAL (MR 1/2") LF 92.0000 8,832.00 96.000 8,832 071 BAR REINFORCING STEEL (BRIDGE) LB 1.4100 65,776.50 46,650.000 65,776 (F) 072 BAR REINFORCING STEEL (HEADWALL) LB 1.3800 4,244.88 3,076.000 4,244 (F) 073 BAR REINFORCING STEEL (EPOXY COATED) LB 2.3400 72,657.00 31,050.000 72,657 (F) (BRIDGE) 074 PUBLIC SAFETY PLAN LS 1,500.0000 1,500.00 1.000 1,500 075 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 3,960.00 3,960.000 3,960 076 FURNISH POLYESTER CONCRETE OVERLAY CF 90.5000 29,865.00 376.400 34,064 PROGRAM CAS145 PAGE 4 DATE 03/09/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H9004 TIME 11:20 AM ESTIMATE NO. 015 BID OPENING 02/25/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/12/21 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 03/09/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE POLYESTER CONCRETE OVERLAY SQFT 9.0000 35,640.00 3,960.000 35,640 (F) 078 REMOVE CULVERT (LF) LF 51.0000 9,690.00 190.000 9,690 079 REMOVE HEADWALL EA 2,300.0000 4,600.00 2.000 4,600 080 REMOVE BOX CULVERT EA 43,350.0000 43,350.00 1.000 43,350 081 ROCK SLOPE PROTECTION (STREAMBED TYPE A) CY 80.5000 276,115.00 4,043.000 325,461 082 ROCK SLOPE PROTECTION (STREAMBED TYPE B) CY 69.0000 25,530.00 539.670 37,237 083 ROCK SLOPE PROTECTION CY 92.0000 40,480.00 455.600 41,915 (1/2 T, CLASS VII, METHOD A) (CY) 084 ROOT WAD EA 566.0000 9,622.00 17.000 9,622 085 TREE CROWN EA 948.0000 5,688.00 6.000 5,688 086 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 13.0000 1,690.00 229.000 2,977 087 MISCELLANEOUS METAL (BRIDGE) LB 10.0000 6,240.00 624.000 6,240 (F) 088 PREPARE AND STAIN CONCRETE SQFT 20.2400 10,241.44 546.000 11,051 089 PREPARE AND STAIN CONCRETE (HEADWALL) SQFT 20.2400 6,476.80 379.000 7,670 090 STAIN GALVANIZED SURFACES (LS) LS 27,500.0000 27,500.00 1.000 27,500 091 REMOVE PAVEMENT MARKER EA 6.0000 420.00 66.000 396 092 DELINEATOR (CLASS 1) EA 35.0000 70.00 0.000 0 093 PAVEMENT MARKER EA 26.0000 4,680.00 140.000 3,640 (RETROREFLECTIVE-RECESSED) 094 MILEPOST MARKER EA 80.0000 80.00 1.000 80 095 OBJECT MARKER (TYPE L) EA 55.0000 220.00 1.000 55 096 REMOVE ROADSIDE SIGN (METAL POST) EA 100.0000 400.00 1.000 100 097 RESET ROADSIDE SIGN (METAL POST) EA 200.0000 200.00 0.000 0 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 297.00 28.000 252 (0.063"-UNFRAMED) 099 ROADSIDE SIGN - ONE POST EA 200.0000 1,200.00 5.000 1,000 100 ROADSIDE SIGN - TWO POST EA 450.0000 450.00 1.000 450 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 412.50 25.000 412 FOR RETROREFLECTIVE SHEETING (TYPE XI) (0.080"-FRAMED) 102 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 7.0000 175.00 25.000 175 PROGRAM CAS145 PAGE 5 DATE 03/09/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H9004 TIME 11:20 AM ESTIMATE NO. 015 BID OPENING 02/25/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/12/21 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 03/09/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 45.0000 8,100.00 175.000 7,875 104 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 13,200.00 240.000 13,200 105 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 15,000.00 3.000 15,000 106 RECESSED ROCK ANCHOR EA 3,200.0000 3,200.00 1.000 3,200 107 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 8,000.00 2.000 8,000 108 CALIFORNIA ST-70 BRIDGE RAIL LF 610.0000 158,600.00 260.000 158,600 (F) (MODIFIED) 109 THERMOPLASTIC PAVEMENT MARKING SQFT 54.0000 2,646.00 11.000 594 110 THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 7,596.00 5,342.000 6,410 (SPRAYABLE) 111 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 3,492.00 1,623.000 2,921 112 PORTABLE TEMPORARY SIGNAL SYSTEMS LS 120,000.0000 120,000.00 1.000 120,000 113 MODIFYING TRAFFIC MONITORING STATIONS LS 28,304.0000 28,304.00 1.000 28,304 PROGRAM CAS145 PAGE 6 DATE 03/09/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H9004 TIME 11:20 AM ESTIMATE NO. 015 BID OPENING 02/25/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/12/21 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 03/09/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 4,521,984.19 ADJUSTMENT OF COMPENSATION 0.00 38,936.60 EXTRA WORK 14,776.33 471,288.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,776.33 5,032,209.37 114 MOBILIZATION LS 440,464.0000 440,464.00 1.000 440,464 ORIGINAL CONTRACT AMOUNT 5,299,528.07 TOTAL WORK COMPLETED 14,776.33 5,472,673.37 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 30,000.00 0.00 TOTAL 44,776.33 5,472,673.37 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 05/19/20 140 07/14/20 07/14/20 10/12/21 141 171 0 0 100% 100% JOHN YOLTON RESIDENT ENGINEER PROGRAM CAS145 DATE 03/09/22