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 09/24/20 EST. NO. 018 TIME 09:01 AM R.E. NAME: ZDENEK, MIKE 02-4F2104 --------------------------------------------------------------------------- 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 09/24/20 EST. NO. 018 TIME 09:01 AM R.E. NAME: ZDENEK, MIKE 02-4F2104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PREFORMANCE FAILURE -30,000.00 012 RETURN PARTIAL DED 15,000.00 013 MATERIAL 6-2.01E -15,000.00 016 ANTICPATED LIQ DAMAG -210,000.00 017 0.00 -240,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 5/19 -2,000.00 003 PER LTR DATED 8/19 -4,000.00 006 REALEASE 8/19 DEDUCT 4,000.00 009 REALEASE 5/19 DEDUCT 2,000.00 009 PER LTTR DATED 1/20 -1,000.00 011 RELEASE 1/20 DEDUCT 1,000.00 013 0.00 0.00 TOTAL DEDUCTIONS 0.00 -240,000.00 PROGRAM CAS145 PAGE 1 DATE 09/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2104 TIME 09:01 AM ESTIMATE NO. 018 BID OPENING 10/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 09/24/20 LOCATION PROGRESS ESTIMATE 02-MOD-299-0.5 ----------------- WEST COAST CONTRACTORS, INC. IN MODOC COUNTY NEAR ADIN AT BUTTE DBA OREGON WEST COAST CREEK BRIDGE AND AT ASH CREEK CONTRACTORS BRIDGE. 61050 HIGHWAY 101 COOS BAY OR 97420 FED. AID NO. B1ST-P299(204)E REPLACE BRIDGES & RECONSTRUCT ROADW ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 28,000.0000 28,000.00 0.500 14,000 003 TIME-RELATED OVERHEAD (LS) LS 92,269.0000 92,269.00 1.000 92,269 004 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000 005 CONSTRUCTION AREA SIGNS LS 22,700.0000 22,700.00 0.750 17,025 006 TRAFFIC CONTROL SYSTEM LS 346,091.0000 346,091.00 1.000 346,091 007 TYPE III BARRICADE EA 55.0000 1,485.00 4.000 220.00 27.000 1,485 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 3,050.00 328.000 1,640 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.2500 1,997.50 1,582.000 6,723 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.6500 9,322.50 5,853.000 9,657 011 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 4,095.00 85.000 3,825 012 PORTABLE SOLAR LED LIGHT TOWER LS 34,857.0000 34,857.00 1.000 34,857 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 1.000 10,000 014 TEMPORARY RAILING (TYPE K) LF 77.0000 73,920.00 780.000 60,060 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,500.0000 56,000.00 12.000 42,000 016 JOB SITE MANAGEMENT LS 215,283.0000 215,283.00 1.000 215,283 017 PREPARE STORM WATER POLLUTION PREVENTION LS 2,881.0000 2,881.00 0.750 2,160 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 2,500.00 7.000 3,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 700.0000 4,900.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 021 MOVE-IN/MOVE-OUT EA 2,366.0000 2,366.00 1.000 2,366 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 3.0000 24,000.00 3,326.520 9,979 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 09/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2104 TIME 09:01 AM ESTIMATE NO. 018 BID OPENING 10/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 09/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 14.0000 2,800.00 250.000 3,500 024 TEMPORARY DRAINAGE INLET PROTECTION EA 288.0000 576.00 0.000 0 025 TEMPORARY FIBER ROLL LF 6.0000 3,000.00 200.000 1,200.00 375.000 2,250 026 TEMPORARY SILT FENCE LF 5.0000 900.00 50.000 250 027 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 5,000.00 1.000 2,500.00 2.000 5,000 028 STREET SWEEPING LS 47,057.0000 47,057.00 1.000 47,057 029 TEMPORARY CONCRETE WASHOUT LS 6,981.0000 6,981.00 1.000 6,981 030 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 10,000.00 5.000 2,500 031 WATER QUALITY MONITORING REPORT EA 400.0000 4,800.00 3.000 1,200 032 WATER QUALITY ANNUAL REPORT EA 3,200.0000 6,400.00 0.000 0 033 TREATED WOOD WASTE LB 0.5000 1,975.00 250.000 125 034 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 39,130.0000 39,130.00 0.950 37,173 035 INVASIVE SPECIES PREVENTION LS 18,557.0000 18,557.00 0.050 927.85 1.000 18,557 036 BAT AND BIRD EXCLUSION DEVICE LS 84,221.0000 84,221.00 1.000 84,221 037 VIBRATION AND CRACK MONITORING LS 59,320.0000 59,320.00 0.950 56,354 038 TEMPORARY HIGH-VISIBILITY FENCE LF 10.0000 7,600.00 710.000 7,100 039 CLEARING AND GRUBBING (LS) LS 25,995.0000 25,995.00 1.000 25,995 040 ROADWAY EXCAVATION CY 63.0000 93,870.00 1,490.000 93,870 041 SHOULDER BACKING TON 67.0000 1,675.00 10.000 670.00 25.000 1,675 042 STRUCTURE EXCAVATION (TYPE D) CY 119.0000 144,704.00 1,216.000 144,704 (F) 043 STRUCTURE BACKFILL (BRIDGE) CY 70.0000 43,750.00 625.000 43,750 (F) 044 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 5.0000 11,750.00 2,350.000 11,750 CLASS B1 045 HYDROSEED SQFT 0.3500 11,725.00 33,500.000 11,725.00 33,500.000 11,725 046 CLASS 2 AGGREGATE BASE (CY) CY 93.0000 105,090.00 1,130.000 105,090 047 HOT MIX ASPHALT (TYPE A) TON 243.0000 255,150.00 1,199.640 291,512 048 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 55.0000 8,800.00 153.000 8,415.00 153.000 8,415 049 TACK COAT TON 840.0000 1,344.00 0.090 75 PROGRAM CAS145 PAGE 3 DATE 09/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2104 TIME 09:01 AM ESTIMATE NO. 018 BID OPENING 10/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 09/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 16.0000 20,640.00 1,283.000 20,528 051 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 450.00 143.000 429.00 143.000 429 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 14,125.00 1,130.000 14,125 053 FURNISH STEEL PILING (HP 10 X 57) LF 41.0000 83,066.00 1,968.000 80,688 054 DRIVE STEEL PILE (HP 10 X 57) EA 1,523.0000 91,380.00 60.000 91,380 055 FURNISH 30" CAST-IN-STEEL SHELL LF 139.0000 98,690.00 708.000 98,412 CONCRETE PILING 056 DRIVE 30" CAST-IN-STEEL SHELL CONCRETE EA 18,224.0000 145,792.00 8.000 145,792 PILE 057 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 711.0000 64,701.00 91.000 64,701 (F) 058 STRUCTURAL CONCRETE, BRIDGE CY 1,184.0000 492,544.00 416.000 492,544 (F) 059 STRUCTURAL CONCRETE, BRIDGE CY 1,114.0000 236,168.00 212.000 236,168 (F) (POLYMER FIBER) 060 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,160.0000 29,000.00 25.000 29,000 (F) 061 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 184.0000 303,600.00 1,650.000 303,600 SLAB (TYPE SI MODIFIED) 062 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 134.0000 994,950.00 7,425.000 994,950 SLAB (TYPE SIV MODIFIED) 063 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 5,853.0000 327,768.00 7.000 40,971.00 56.000 327,768 (F) UNIT 064 JOINT SEAL (MR 1") LF 159.0000 15,105.00 95.000 15,105.00 95.000 15,105 065 BAR REINFORCING STEEL (BRIDGE) LB 1.3900 148,869.00 107,100.000 148,869 (F) 066 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6000 124,320.00 77,700.000 124,320 (F) (BRIDGE) 067 PUBLIC SAFETY PLAN LS 10,000.0000 10,000.00 0.500 5,000.00 1.000 10,000 068 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 5.0000 42,000.00 8,400.000 42,000 069 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 65,625.00 184.000 13,800.00 1,059.000 79,425 070 PLACE POLYESTER CONCRETE OVERLAY SQFT 8.5000 71,400.00 8,400.000 71,400 (F) 071 BRIDGE REMOVAL, LOCATION A LS 72,995.0000 72,995.00 1.000 72,995 072 BRIDGE REMOVAL, LOCATION B LS 259,061.0000 259,061.00 1.000 259,061 073 ADJUST SEWER CLEANOUT TO GRADE EA 385.0000 385.00 0.000 0 074 ADJUST SEWER MANHOLE EA 289.0000 578.00 2.000 578 075 PAINT CURB (2-COAT) SQFT 6.5000 1,040.00 154.000 1,001.00 154.000 1,001 076 PREPARE AND STAIN CONCRETE SQFT 38.2400 23,747.04 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2104 TIME 09:01 AM ESTIMATE NO. 018 BID OPENING 10/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 09/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE FENCE LF 7.0000 840.00 0.000 0 078 DELINEATOR (CLASS 2) EA 65.0000 130.00 0.000 0 079 MILEPOST MARKER EA 65.0000 65.00 0.000 0 080 OBJECT MARKER (TYPE L) EA 65.0000 260.00 0.000 0 081 OBJECT MARKER (TYPE P) EA 65.0000 1,235.00 19.000 1,235 082 REMOVE ROADSIDE SIGN (WOOD POST) EA 152.0000 1,824.00 0.000 0 083 RELOCATE ROADSIDE SIGN (METAL POST) EA 152.0000 304.00 0.000 0 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 36.0000 1,080.00 0.000 0 (0.063"-UNFRAMED) 085 ROADSIDE SIGN - ONE POST EA 314.0000 2,826.00 0.000 0 086 ROADSIDE SIGN - TWO POST EA 183.0000 549.00 0.000 0 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 36.0000 2,232.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 088 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 7.0000 434.00 0.000 0 089 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 98.0000 2,450.00 25.000 2,450 090 VEGETATION CONTROL (MINOR CONCRETE) SQYD 102.0000 12,240.00 100.000 10,200.00 100.000 10,200 091 TRANSITION RAILING (TYPE WB-31) EA 7,000.0000 14,000.00 2.000 14,000 092 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 6,000.0000 12,000.00 1.000 6,000.00 2.000 12,000 093 ALTERNATIVE CRASH CUSHION EA 37,750.0000 113,250.00 2.000 75,500.00 3.000 113,250 094 CALIFORNIA ST-70 BRIDGE RAIL (MODIFIED) LF 553.0000 321,846.00 9.800 5,419.40 582.000 321,846 (F) 095 REMOVE GUARDRAIL LF 10.0000 1,300.00 62.500 625.00 125.000 1,250 096 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 1,320.00 44.000 528.00 44.000 528 097 THERMOPLASTIC TRAFFIC STRIPE LF 1.9000 6,137.00 3,221.000 6,119.90 3,221.000 6,119 (SPRAYABLE) 098 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.7500 5,775.00 1,454.000 5,452 099 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 636.00 53.000 636 100 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.500 500.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 101 TRAFFIC MONITORING STATION SYSTEM LS 8,000.0000 8,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 09/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F2104 TIME 09:01 AM ESTIMATE NO. 018 BID OPENING 10/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 09/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 206,856.15 6,127,559.28 ADJUSTMENT OF COMPENSATION 0.00 -20,000.00 EXTRA WORK 0.00 79,275.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 206,856.15 6,186,834.80 102 MOBILIZATION LS 690,000.0000 690,000.00 1.000 690,000 ORIGINAL CONTRACT AMOUNT 6,908,619.04 TOTAL WORK COMPLETED 206,856.15 6,876,834.80 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -240,000.00 TOTAL 206,856.15 6,636,834.80 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 01/25/19 180 03/04/19 03/04/19 08/28/20 198 191 4 0 97% 100% PROGRESS IS SATISFACTORY ZDENEK, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/20