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 05/20/22 EST. NO. 001 TIME 11:34 AM R.E. NAME: RECHS, DANIEL 03-0J7004 --------------------------------------------------------------------------- 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 05/20/22 EST. NO. 001 TIME 11:34 AM R.E. NAME: RECHS, DANIEL 03-0J7004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J7004 TIME 11:34 AM ESTIMATE NO. 001 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 05/20/22 LOCATION PROGRESS ESTIMATE 03-BUT-32-30.8/31.0 ----------------- STEELHEAD CONSTRUCTORS JV IN BUTTE COUNTY NEAR FOREST RANCH 2940 INNSBRUCK DRIVE FROM 1.3 MILES SOUTH TO 1.1 REDDING CA 96003 MILES SOUTH OF CARPENTER RIDGE ROAD FED. AID NO. STER-39AJ(4)E STABILIZE EMBANKMENT SLOPE FROM ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,600.0000 1,600.00 1.000 1,600.00 1.000 1,600 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 13,000.0000 13,000.00 0.000 0 003 RENEWABLE DIESEL REPORT EA 1.0000 1.00 0.000 0 004 TIME-RELATED OVERHEAD (LS) LS 1,100,000.0000 1,100,000.00 0.057 62,700.00 0.057 62,700 005 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 54,000.00 0.000 0 MEETING 006 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 CONSTRUCTION AREA SIGNS LS 4,300.0000 4,300.00 0.557 2,395.10 0.557 2,395 008 TRAFFIC CONTROL SYSTEM LS 74,000.0000 74,000.00 0.057 4,218.00 0.057 4,218 009 TYPE III BARRICADE EA 54.0000 216.00 0.000 0 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 16.0000 992.00 22.000 352.00 22.000 352 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 6,800.00 1,870.000 3,740.00 1,870.000 3,740 012 PLASTIC TRAFFIC DRUMS EA 80.0000 1,280.00 0.000 0 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 33,000.0000 33,000.00 0.057 1,881.00 0.057 1,881 014 TEMPORARY RAILING (TYPE K) LF 22.0000 48,400.00 1,080.000 23,760.00 1,080.000 23,760 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 6,500.0000 26,000.00 2.000 13,000.00 2.000 13,000 016 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 32,000.0000 32,000.00 0.057 1,824.00 0.057 1,824 017 JOB SITE MANAGEMENT LS 37,000.0000 37,000.00 0.057 2,109.00 0.057 2,109 018 PREPARE STORM WATER POLLUTION PREVENTION LS 39,000.0000 39,000.00 0.500 19,500.00 0.500 19,500 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 21,000.00 0.000 0 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 580.0000 51,040.00 0.000 0 021 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 022 TEMPORARY EROSION CONTROL BLANKET SQYD 4.0000 15,520.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J7004 TIME 11:34 AM ESTIMATE NO. 001 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 05/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 1,700.0000 6,800.00 0.000 0 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 3,880.00 0.000 0 (BONDED FIBER MATRIX) 025 TEMPORARY COVER SQYD 9.5000 27,645.00 0.000 0 026 TEMPORARY CHECK DAM LF 14.0000 756.00 0.000 0 027 TEMPORARY DRAINAGE INLET PROTECTION EA 550.0000 2,200.00 0.000 0 028 TEMPORARY FIBER ROLL LF 6.0000 8,400.00 0.000 0 029 TEMPORARY GRAVEL BAG BERM LF 16.0000 16,800.00 0.000 0 030 TEMPORARY REINFORCED SILT FENCE LF 16.0000 30,080.00 550.000 8,800.00 550.000 8,800 031 TEMPORARY REINFORCED SILT FENCE LF 21.0000 4,410.00 270.000 5,670.00 270.000 5,670 (TYPE 1) 032 TEMPORARY CONSTRUCTION ENTRANCE EA 2,400.0000 4,800.00 0.000 0 033 STREET SWEEPING LS 23,000.0000 23,000.00 0.057 1,311.00 0.057 1,311 034 TEMPORARY CONCRETE WASHOUT LS 2,300.0000 2,300.00 0.000 0 035 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 7,900.0000 7,900.00 0.057 450.30 0.057 450 036 CLEARING AND GRUBBING (LS) LS 59,000.0000 59,000.00 0.000 0 037 ROADWAY EXCAVATION CY 23.0000 765,900.00 388.820 8,942.86 388.820 8,942 038 SHOULDER BACKING TON 150.0000 4,500.00 30.000 4,500.00 30.000 4,500 039 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 81.0000 316,386.00 0.000 0 (F) 040 CONCRETE BACKFILL CY 425.0000 464,525.00 0.000 0 (F) 041 LEAN CONCRETE BACKFILL CY 425.0000 262,225.00 0.000 0 (F) 042 BONDED FIBER MATRIX (SQFT) SQFT 0.1900 14,421.00 0.000 0 043 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8800 29,656.00 0.000 0 044 FIBER ROLLS LF 4.0000 11,520.00 0.000 0 045 COMPOST (CY) CY 70.0000 35,000.00 0.000 0 046 INCORPORATE MATERIALS SQFT 0.1000 4,220.00 0.000 0 047 PERMANENT EROSION CONTROL ESTABLISHMENT LS 11,000.0000 11,000.00 0.000 0 WORK 048 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 44,000.00 371.010 29,680.80 371.010 29,680 049 HOT MIX ASPHALT (TYPE A) TON 155.0000 151,900.00 486.020 75,333.10 486.020 75,333 PROGRAM CAS145 PAGE 3 DATE 05/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J7004 TIME 11:34 AM ESTIMATE NO. 001 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 05/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR HOT MIX ASPHALT TON 950.0000 950.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 6,500.00 0.000 0 052 PLACE HOT MIX ASPHALT SQYD 110.0000 880.00 0.000 0 (MISCELLANEOUS AREA) 053 TACK COAT TON 1,300.0000 2,730.00 0.000 0 054 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 4,200.00 0.000 0 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.0000 34,450.00 1,218.560 15,841.28 1,218.560 15,841 056 GROUND ANCHOR (SUBHORIZONTAL) EA 8,050.0000 2,302,300.00 0.000 0 057 STEEL SOLDIER PILE (HP 14 X 73) LF 89.0000 809,010.00 0.000 0 058 STEEL SOLDIER PILE (HP 14 X 132) LF 185.0000 44,400.00 0.000 0 059 30" DRILLED HOLE LF 209.0000 1,955,822.00 0.000 0 060 STRUCTURAL CONCRETE, WALER CY 1,000.0000 494,000.00 0.000 0 (F) 061 STRUCTURAL CONCRETE, BARRIER SLAB CY 800.0000 393,600.00 0.000 0 (F) 062 BAR REINFORCING STEEL (EPOXY COATED) LB 2.5000 297,985.00 0.000 0 (F) (WALER) 063 TIMBER LAGGING MFBM 5,400.0000 1,004,400.00 0.000 0 (F) 064 CLEAN AND PAINT STEEL SOLDIER PILING LS 400,000.0000 400,000.00 0.000 0 065 12" CORRUGATED STEEL PIPE LF 110.0000 51,700.00 0.000 0 066 12" PERFORATED STEEL PIPE UNDERDRAIN LF 46.0000 29,900.00 0.000 0 067 FURNISH AND INSTALL DRAIN PIPE LF 2.0000 12,800.00 0.000 0 (HORIZONTAL DRAIN) 068 DRILL HOLE (HORIZONTAL DRAIN) LF 30.0000 192,000.00 0.000 0 069 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 120.0000 164,160.00 0.000 0 (F) 070 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 74.0000 6,068.00 34.200 2,530.80 34.200 2,530 (.109" THICK) 071 TAPERED INLET EA 1,600.0000 3,200.00 0.000 0 072 18" DOWNDRAIN SLIP JOINT EA 1,700.0000 1,700.00 0.000 0 073 18" ANCHOR ASSEMBLY EA 430.0000 3,010.00 0.000 0 074 24" STEEL FLARED END SECTION EA 530.0000 530.00 0.000 0 075 REMOVE UNDERDRAIN EA 7,400.0000 7,400.00 0.000 0 076 ABANDON DOWNDRAIN EA 750.0000 750.00 1.000 750.00 1.000 750 PROGRAM CAS145 PAGE 4 DATE 05/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J7004 TIME 11:34 AM ESTIMATE NO. 001 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 05/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE FLUME DRAINS LS 3,700.0000 3,700.00 0.000 0 078 REMOVE FLARED END SECTION (EA) EA 340.0000 340.00 0.000 0 079 REPAIR 24" CMP CULVERT LS 1.0000 1.00 0.000 0 080 24" CURED-IN-PLACE PIPELINER LF 175.0000 45,500.00 0.000 0 081 ROCK SLOPE PROTECTION CY 250.0000 2,000.00 0.000 0 (300 LB, CLASS IV, METHOD B) (CY) 082 ROCK SLOPE PROTECTION CY 360.0000 2,160.00 3.000 1,080.00 3.000 1,080 (150 LB, CLASS III, METHOD B) (CY) 083 ROCK SLOPE PROTECTION CY 450.0000 1,800.00 2.200 990.00 2.200 990 (60 LB, CLASS II, METHOD B) (CY) 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 630.00 20.600 206.00 20.600 206 085 GUARD RAILING DELINEATOR EA 16.0000 224.00 0.000 0 086 MILEPOST MARKER EA 54.0000 108.00 0.000 0 087 UNDERDRAIN MARKER EA 54.0000 108.00 0.000 0 088 MARKER (CULVERT) EA 54.0000 108.00 0.000 0 089 SNOW POLE MARKER EA 120.0000 2,760.00 0.000 0 090 REMOVE MARKER EA 11.0000 22.00 0.000 0 091 REMOVE ROADSIDE SIGN EA 270.0000 270.00 0.000 0 092 SALVAGE MARKER (SNOW POLE) EA 27.0000 513.00 0.000 0 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 510.00 0.000 0 (0.063"-UNFRAMED) 094 ROADSIDE SIGN - ONE POST EA 540.0000 540.00 0.000 0 095 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 47.0000 15,980.00 0.000 0 096 VEGETATION CONTROL (MINOR CONCRETE) SQYD 86.0000 18,060.00 0.000 0 097 TRANSITION RAILING (TYPE WB-31) EA 4,300.0000 4,300.00 0.000 0 098 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 3,900.00 0.000 0 099 ALTERNATIVE CRASH CUSHION EA 39,000.0000 39,000.00 0.000 0 100 CONCRETE BARRIER (TYPE 842) LF 145.0000 91,930.00 0.000 0 (F) 101 REMOVE GUARDRAIL LF 5.5000 4,950.00 0.000 0 102 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 11,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 103 REMOVE PAINTED TRAFFIC STRIPE LF 2.0000 4,920.00 0.000 0 (WATER BLASTING) PROGRAM CAS145 PAGE 5 DATE 05/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J7004 TIME 11:34 AM ESTIMATE NO. 001 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 05/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE PAINTED PAVEMENT MARKING SQFT 16.0000 992.00 0.000 0 (WATER BLASTING) 105 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,550.00 5,488.000 5,488.00 5,488.000 5,488 (WATER BLASTING) 106 PORTABLE TEMPORARY SIGNAL SYSTEMS LS 70,000.0000 70,000.00 0.000 0 107 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 108 CLEANING, INSPECTING, AND PREPARING LF 16.0000 4,160.00 0.000 0 CULVERT (LF) PROGRAM CAS145 PAGE 6 DATE 05/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J7004 TIME 11:34 AM ESTIMATE NO. 001 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 05/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 298,653.24 298,653.24 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 298,653.24 298,653.24 109 MOBILIZATION LS 1,350,000.0000 1,350,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 13,790,954.00 TOTAL WORK COMPLETED 298,653.24 298,653.24 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 298,653.24 298,653.24 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 03/10/22 265 05/02/22 05/02/22 05/24/23 15 0 0 0 2% 6% PROGRESS IS SATISFACTORY RECHS, DANIEL RESIDENT ENGINEER