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 07/20/23 EST. NO. 004 TIME 10:00 AM R.E. NAME: RECHS, DANIEL 03-3H5404 --------------------------------------------------------------------------- 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 07/20/23 EST. NO. 004 TIME 10:00 AM R.E. NAME: RECHS, DANIEL 03-3H5404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 5/23 -3,000.00 001 DEDUCT LTTR 7/23 -10,000.00 004 RTN LTTR 5/23 3,000.00 004 -7,000.00 -10,000.00 TOTAL DEDUCTIONS -7,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5404 TIME 10:00 AM ESTIMATE NO. 004 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 07/20/23 LOCATION PROGRESS ESTIMATE 03-BUT-70-46.0/47.0 ----------------- VIKING CONSTRUCTION COMPANY, BUTTE COUNTY NEAR PARADISE FROM 0.8 MILE INC. WEST OF SHADY REST AREA TO 0.2 MILE EAST 11315 SUNRISE GOLD CIR STE A OF SHADY REST AREA. RANCHO CORDOVA CA 95741 FED. AID NO. ACST-ER (31P)4 RAISE ALIGNMENT, PLACE HMA, STRUCTURAL CON ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 20,000.0000 20,000.00 0.750 15,000 003 TIME-RELATED OVERHEAD (LS) LS 1,250,000.0000 1,250,000.00 0.041 51,250.00 0.041 51,250 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 60,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 2,000.00 6.750 1,350 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 125,000.0000 125,000.00 0.700 87,500 007 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.020 200.00 0.520 5,200 008 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.500 125,000 009 TYPE III BARRICADE EA 150.0000 900.00 0.000 0 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 20.0000 960.00 24.000 480 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 9,510.00 9,966.000 9,966 012 PLASTIC TRAFFIC DRUMS EA 75.0000 1,500.00 17.000 1,275 013 PORTABLE SIGNAL SYSTEMS (EA) EA 200,000.0000 200,000.00 0.700 140,000 014 TEMPORARY BARRIER SYSTEM LF 25.0000 224,000.00 4,360.000 109,000 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 100,000.0000 100,000.00 0.041 4,100.00 0.141 14,100 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,000.0000 20,000.00 2.000 10,000 017 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 350.0000 42,000.00 20.000 7,000.00 30.000 10,500 018 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.041 8,200.00 0.141 28,200 019 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 1.000 10,000 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 30,000.00 2.000 1,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 45,000.00 0.000 0 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5404 TIME 10:00 AM ESTIMATE NO. 004 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 07/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.5000 9,300.00 0.000 0 MATRIX) 024 TEMPORARY COVER SQYD 3.2500 20,150.00 0.000 0 025 TEMPORARY CHECK DAM LF 15.0000 4,800.00 0.000 0 026 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 3,000.00 10.000 1,250 027 TEMPORARY FIBER ROLL LF 3.7500 18,750.00 4,743.000 17,786 028 TEMPORARY REINFORCED SILT FENCE LF 7.2500 36,250.00 0.000 0 029 TEMPORARY SILT FENCE LF 2.7500 27,500.00 0.000 0 030 TEMPORARY CONSTRUCTION ENTRANCE EA 5,500.0000 44,000.00 4.000 22,000.00 4.000 22,000 031 STREET SWEEPING LS 150,000.0000 150,000.00 0.041 6,150.00 0.141 21,150 032 TEMPORARY CONCRETE WASHOUT LS 35,000.0000 35,000.00 0.000 0 033 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 750.0000 22,500.00 0.000 0 034 WATER QUALITY MONITORING REPORT EA 300.0000 23,400.00 2.000 600.00 2.000 600 035 WATER QUALITY ANNUAL REPORT EA 1,000.0000 3,000.00 0.000 0 036 TEMPORARY CREEK DIVERSION SYSTEMS LS 150,000.0000 150,000.00 0.250 37,500.00 0.250 37,500 037 TREATED WOOD WASTE LB 4.0000 2,800.00 0.000 0 038 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 275,000.0000 275,000.00 0.041 11,275.00 0.141 38,775 039 NATURAL RESOURCE PROTECTION PLAN LS 10,000.0000 10,000.00 0.250 2,500.00 1.000 10,000 040 TEMPORARY HIGH-VISIBILITY FENCE LF 40.0000 17,200.00 0.000 0 041 ROADWAY EXCAVATION CY 85.0000 317,900.00 1,454.830 123,660 042 ROCK EXCAVATION CY 110.0000 38,500.00 0.000 0 043 SHOULDER BACKING TON 70.0000 63,700.00 0.000 0 044 STRUCTURE EXCAVATION (TYPE D) CY 1,000.0000 493,000.00 191.400 191,400.00 250.000 250,000 (F) 045 STRUCTURE EXCAVATION (ROCK) CY 2,500.0000 125,000.00 45.000 112,500.00 45.000 112,500 (F) 046 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 175.0000 107,625.00 0.000 0 (F) 047 STRUCTURE BACKFILL (BRIDGE) CY 200.0000 67,800.00 0.000 0 (F) 048 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 75.0000 25,500.00 0.000 0 (F) 049 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 360.0000 358,200.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 07/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5404 TIME 10:00 AM ESTIMATE NO. 004 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 07/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAN CONCRETE BACKFILL CY 1,300.0000 202,800.00 0.000 0 (F) 051 IMPORTED BORROW (CY) CY 160.0000 1,288,000.00 0.000 0 052 INSTALL BRONZE PLAQUE EA 1,250.0000 5,000.00 0.000 0 053 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 054 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 055 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7500 13,500.00 0.000 0 056 FIBER ROLLS LF 4.0000 5,560.00 0.000 0 057 FIBER REINFORCED MATRIX (FRM) SQFT 0.4500 8,100.00 0.000 0 058 PERMANENT EROSION CONTROL ESTABLISHMENT LS 5,000.0000 5,000.00 0.000 0 WORK 059 CLASS 2 AGGREGATE BASE (CY) CY 125.0000 976,250.00 0.000 0 060 HOT MIX ASPHALT (TYPE A) TON 155.0000 1,091,200.00 627.930 97,329 061 TACK COAT TON 2,500.0000 20,000.00 0.000 0 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 80.0000 21,600.00 0.000 0 063 STEEL SOLDIER PILE (HP 14 X 117) LF 120.0000 894,240.00 0.000 0 064 30" DRILLED HOLE LF 525.0000 3,322,200.00 0.000 0 065 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,500.0000 105,000.00 0.000 0 (F) 066 STRUCTURAL CONCRETE, BRIDGE CY 1,850.0000 357,050.00 0.000 0 (F) 067 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,750.0000 115,500.00 0.000 0 (F) FIBER) 068 STRUCTURAL CONCRETE, WALL FACING CY 1,700.0000 994,500.00 0.000 0 (F) 069 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,050.0000 1,776,600.00 0.000 0 (F) 070 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,500.0000 77,500.00 0.000 0 (F) EQ) 071 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 241,500.00 0.000 0 (F) 072 CONCRETE SURFACE TEXTURE (EMERALD BAY SQFT 30.0000 494,730.00 0.000 0 (F) FLAGSTONE ROCK) 073 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 105.0000 234,570.00 0.000 0 SLAB 074 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 10,000.0000 120,000.00 0.000 0 UNIT 075 JOINT SEAL (MR 1/2") LF 175.0000 16,100.00 0.000 0 076 BAR REINFORCING STEEL (BRIDGE) LB 3.2500 32,379.75 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 07/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5404 TIME 10:00 AM ESTIMATE NO. 004 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 07/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BAR REINFORCING STEEL (WALL FACING, LB 3.2500 207,561.25 0.000 0 (F) EPOXY COATED) 078 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 3.2500 57,713.50 0.000 0 (F) COATED) 079 BAR REINFORCING STEEL (GALVANIZED) LB 5.0000 2,245.00 0.000 0 (F) 080 TIMBER LAGGING MFBM 5,500.0000 528,000.00 0.000 0 (F) 081 CLEAN AND PAINT STEEL SOLDIER PILING LS 350,000.0000 350,000.00 0.000 0 082 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 16,917.00 0.000 0 083 FURNISH POLYESTER CONCRETE OVERLAY CF 100.0000 141,100.00 0.000 0 084 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.0000 84,585.00 0.000 0 (F) 085 BRIDGE REMOVAL LS 150,000.0000 150,000.00 0.500 75,000.00 0.500 75,000 086 24" REINFORCED CONCRETE PIPE LF 235.0000 209,150.00 176.000 41,360 087 48" REINFORCED CONCRETE PIPE LF 625.0000 5,000.00 0.000 0 088 24" CORRUGATED STEEL PIPE (.109" THICK) LF 385.0000 46,200.00 0.000 0 089 36" CORRUGATED STEEL PIPE INLET (.109" LF 385.0000 11,165.00 0.000 0 THICK) 090 REMOVE CULVERT (LF) LF 50.0000 3,250.00 0.000 0 091 REMOVE INLET EA 800.0000 7,200.00 0.000 0 092 REMOVE HEADWALL EA 1,050.0000 2,100.00 0.000 0 093 CONCRETE (CONCRETE APRON) CY 1,575.0000 26,775.00 0.000 0 094 ROCK SLOPE PROTECTION (1T, CLASS VII, CY 175.0000 1,065,750.00 0.000 0 METHOD A) 095 STREAMBED ROCK SLOPE PROTECTION (TYPE A) CY 230.0000 177,100.00 0.000 0 096 STREAMBED ROCK SLOPE PROTECTION (TYPE B) CY 300.0000 13,800.00 0.000 0 097 MISCELLANEOUS IRON AND STEEL LB 3.5000 27,034.00 0.000 0 (F) 098 PREPARE AND STAIN CONCRETE SQFT 7.0000 117,320.00 0.000 0 099 STAIN GALVANIZED SURFACES (LF) LF 65.0000 171,990.00 0.000 0 100 ROCK STAIN SQFT 1.0000 81,900.00 0.000 0 101 DELINEATOR (CLASS 1) EA 75.0000 900.00 0.000 0 102 DELINEATOR (CLASS 2) EA 75.0000 2,325.00 0.000 0 103 PAVEMENT MARKER EA 30.0000 3,300.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 07/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5404 TIME 10:00 AM ESTIMATE NO. 004 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 07/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MARKER (CULVERT) EA 75.0000 3,075.00 0.000 0 105 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 750.00 0.000 0 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 440.00 0.000 0 (0.063"-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.0000 1,400.00 0.000 0 (0.063"-FRAMED) 108 ROADSIDE SIGN - ONE POST EA 550.0000 1,650.00 0.000 0 109 ROADSIDE SIGN - TWO POST EA 850.0000 1,700.00 0.000 0 110 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 90.0000 124,200.00 0.000 0 111 TRANSITION RAILING (TYPE WB-31) EA 10,000.0000 40,000.00 0.000 0 112 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,500.0000 2,500.00 0.000 0 113 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 6,000.0000 18,000.00 0.000 0 114 CALIFORNIA ST-75 BRIDGE RAIL (MODIFIED) LF 450.0000 1,207,800.00 0.000 0 (F) 115 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 19,950.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 116 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 8,940.00 4,664.000 9,328 (HIGH PRESSURE WATER BLASTING) 117 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 118 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 750.0000 9,000.00 2.000 1,500 CONTROL) 119 HYDRAULIC BIOTIC GROWTH MEDIUM (HBGM) SQFT 0.5000 9,000.00 0.000 0 120 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 500.0000 2,000.00 0.000 0 METHOD B) (CY) 121 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 122 ROCK EXCAVATION (CONTROLLED BLASTING) CY 315.0000 1,568,700.00 2,558.000 805,770.00 4,003.000 1,260,945 123 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 124 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 0.750 150,000 PROGRAM CAS145 PAGE 6 DATE 07/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5404 TIME 10:00 AM ESTIMATE NO. 004 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: RECHS, DANIEL DATE OF THIS ESTIMATE 07/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,335,445.00 2,901,504.95 ADJUSTMENT OF COMPENSATION 0.00 -41,000.00 EXTRA WORK 0.00 15,465.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,335,445.00 2,875,970.79 125 MOBILIZATION LS 2,680,000.0000 2,680,000.00 0.250 670,000.00 0.750 2,010,000 ORIGINAL CONTRACT AMOUNT 26,890,110.50 TOTAL WORK COMPLETED 2,005,445.00 4,885,970.79 MATERIALS ON HAND ON SITE 226,535.00 226,535.00 DEDUCTIONS -7,000.00 -10,000.00 TOTAL 2,224,980.00 5,102,505.79 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 04/04/23 315 05/03/23 05/03/23 09/27/24 13 37 0 0 18% 4% PROGRESS IS SATISFACTORY RECHS, DANIEL RESIDENT ENGINEER