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 08/23/18 EST. NO. 002 TIME 11:53 AM R.E. NAME: ZDENEK, MIKE 02-4F77U4 --------------------------------------------------------------------------- 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 08/23/18 EST. NO. 002 TIME 11:53 AM R.E. NAME: ZDENEK, MIKE 02-4F77U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING CRT PAYROLL -4,000.00 002 -4,000.00 -4,000.00 TOTAL DEDUCTIONS -4,000.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 11:53 AM ESTIMATE NO. 002 BID OPENING 04/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 08/23/18 LOCATION PROGRESS ESTIMATE 02-MOD-299-23.1/33.5 ----------------- HAT CREEK CONSTRUCTION & IN MODOC COUNTY ABOUT 6 MILES WEST MATERIALS, INC. OF ALTURAS FROM 0.3 MILE WEST OF 24339 HWY 89 N. CALDWELL CREEK BRIDGE TO 1.7 MILE BURNEY CA 96013 WEST OF COUNTY ROAD 75. FED. AID NO. ACNH-P299(201)E BRIDGE REPLACEMENT AND ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.250 5,000.00 0.250 5,000 003 TIME-RELATED OVERHEAD (LS) LS 350,000.0000 350,000.00 0.087 30,450.00 0.108 37,800 004 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 0.087 6,090.00 0.108 7,560 005 CONSTRUCTION AREA SIGNS LS 7,800.0000 7,800.00 0.035 273.00 0.443 3,455 006 TRAFFIC CONTROL SYSTEM LS 1,400,000.0000 1,400,000.00 0.087 121,800.00 0.108 151,200 007 TYPE III BARRICADE EA 50.0000 300.00 6.000 300.00 6.000 300 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9000 3,942.00 4,378.000 3,940.20 4,378.000 3,940 009 PLASTIC TRAFFICE DRUMS EA 50.0000 1,250.00 25.000 1,250.00 25.000 1,250 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.087 1,740.00 0.108 2,160 011 JOB SITE MANAGEMENT LS 22,000.0000 22,000.00 0.087 1,914.00 0.108 2,376 012 TEMPORARY CREEK DIVERSION (LOCATION 1) LS 50,000.0000 50,000.00 0.750 37,500 013 TEMPORARY CREEK DIVERSION (LOCATION 2) LS 8,000.0000 8,000.00 0.000 0 014 TEMPORARY CREEK DIVERSION (LOCATION 3) LS 3,500.0000 3,500.00 0.000 0 015 TEMPORARY CREEK DIVERSION (LOCATION 4) LS 3,500.0000 3,500.00 0.000 0 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.750 1,500 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 10,500.00 0.000 0 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 480.0000 12,000.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 020 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 200.00 0.000 0 021 TEMPORARY FIBER ROLL LF 6.0000 90,000.00 132.000 792.00 132.000 792 022 TEMPORARY CONCRETE WASHOUT LS 5,500.0000 5,500.00 0.087 478.50 0.108 594 PROGRAM CAS145 PAGE 2 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 11:53 AM ESTIMATE NO. 002 BID OPENING 04/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 800.0000 9,600.00 0.000 0 024 WATER QUALITY MONITORING REPORT EA 400.0000 2,400.00 0.000 0 025 WATER QUALITY ANNUAL REPORT EA 800.0000 2,400.00 0.000 0 026 WORK AREA MONITORING (BRIDGE) LS 20,000.0000 20,000.00 0.000 0 027 TREATED WOOD WASTE LB 0.9000 19,350.00 0.000 0 028 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 35,000.0000 35,000.00 0.750 26,250 029 BIRD EXCLUSION DEVICE LS 6,500.0000 6,500.00 0.000 0 030 REMOVE CONCRETE (CY) CY 5,500.0000 4,400.00 0.000 0 031 CLEARING AND GRUBBING (LS) LS 105,000.0000 105,000.00 0.450 47,250.00 0.450 47,250 032 DUST SUPPRESSANT SQYD 0.1500 25,350.00 0.000 0 033 ROADWAY EXCAVATION CY 22.0000 1,221,000.00 19,681.770 432,998.94 19,783.000 435,226 034 CHANNEL EXCAVATION CY 17.0000 13,940.00 815.000 13,855.00 815.000 13,855 035 SHOULDER BACKING TON 36.0000 220,680.00 71.000 2,556 036 STRUCTURE EXCAVATION (TYPE D) CY 200.0000 16,600.00 83.000 16,600.00 83.000 16,600 (F) 037 STRUCTURE BACKFILL (BRIDGE) CY 750.0000 30,750.00 0.000 0 (F) 038 DITCH EXCAVATION CY 30.0000 22,200.00 6.800 204.00 6.800 204 039 IMPORTED BORROW (CY) CY 45.0000 135,000.00 2,835.000 127,575.00 4,870.290 219,163 040 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.0000 151,200.00 0.000 0 CLASS B1 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 2,000.00 0.000 0 042 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 177,300.00 0.000 0 043 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 10,700.00 9,870.000 9,870.00 9,870.000 9,870 044 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0 045 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 1,320,000.00 750.700 37,535 046 FULL-DEPTH RECLAMATION-CEMENT SQYD 6.2500 875,000.00 0.000 0 047 CEMENT (FULL-DEPTH RECLAMATION-CEMENT) TON 190.0000 539,600.00 0.000 0 048 SUPPLEMENTARY AGGREGATE (FULL-DEPTH TON 10.0000 256,000.00 0.000 0 RECLAMATION-CEMENT) 049 ASPHALTIC EMULSION TON 1,000.0000 64,000.00 0.000 0 (FULL-DEPTH RECLAMATION-CEMENT) PROGRAM CAS145 PAGE 3 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 11:53 AM ESTIMATE NO. 002 BID OPENING 04/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MIX DESIGN LS 15,000.0000 15,000.00 0.000 0 (FULL-DEPTH RECLAMATION-CEMENT) 051 HOT MIX ASPHALT (TYPE A) TON 88.0000 5,227,200.00 56.400 4,963.20 765.400 67,355 052 DATA CORE LS 12,000.0000 12,000.00 0.000 0 053 PLACE HOT MIX ASPHALT SQYD 20.0000 180.00 0.000 0 (MISCELLANEOUS AREA) 054 TACK COAT TON 400.0000 16,400.00 0.630 252 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 27,480.00 0.000 0 056 FURNISH PILING(CLASS 140) LF 100.0000 56,700.00 37.290 3,729.00 567.000 56,700 (ALTERNATIVE W MODIFIED) 057 DRIVE PILE(CLASS 140) EA 5,000.0000 60,000.00 0.000 0 (ALTERNATIVE W MODIFIED) 058 STRUCTURAL CONCRETE, BRIDGE CY 2,500.0000 122,500.00 0.000 0 (F) 059 STRUCTURAL CONCRETE, BRIDGE CY 1,400.0000 194,600.00 0.000 0 (F) (POLYMER FIBER) 060 STRUCTURAL CONCRETE, BOX CULVERT CY 2,300.0000 73,600.00 0.000 0 (F) 061 STRUCTURAL CONCRETE, HEADWALL CY 2,100.0000 264,600.00 0.000 0 (F) 062 MINOR CONCRETE (MINOR STRUCTURE) CY 2,300.0000 13,800.00 0.000 0 (F) 063 BAR REINFORCING STEEL LB 1.5000 11,355.00 0.000 0 (F) 064 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 28,015.50 9,335.000 14,002.50 9,335.000 14,002 (F) 065 BAR REINFORCING STEEL (EPOXY COATED) LB 2.0000 28,026.00 7,007.000 14,014.00 7,007.000 14,014 (F) (BRIDGE) 066 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 9.0000 15,291.00 0.000 0 067 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 10,575.00 0.000 0 068 PLACE POLYESTER CONCRETE OVERLAY SQFT 15.0000 25,485.00 0.000 0 (F) 069 BRIDGE REMOVAL LS 50,000.0000 50,000.00 1.000 50,000.00 1.000 50,000 070 24" ALTERNATIVE PIPE CULVERT LF 130.0000 191,100.00 155.000 20,150.00 155.000 20,150 071 30" ALTERNATIVE PIPE CULVERT LF 140.0000 72,800.00 19.000 2,660.00 19.000 2,660 072 CONCRETE BACKFILL (PIPE TRENCH) CY 150.0000 13,650.00 3.600 540.00 3.600 540 (F) 073 36" TEMPORARY CULVERT LF 55.0000 7,150.00 120.000 6,600 074 18" CORRUGATED STEEL PIPE (.109" THICK) LF 160.0000 43,200.00 53.000 8,480.00 53.000 8,480 075 24" CORRUGATED STEEL PIPE (.109" THICK) LF 190.0000 10,260.00 27.000 5,130.00 27.000 5,130 076 42" CORRUGATED STEEL PIPE (.109" THICK) LF 300.0000 3,600.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 11:53 AM ESTIMATE NO. 002 BID OPENING 04/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 17" X 13" CORRUGATED STEEL PIPE ARCH LF 100.0000 43,000.00 48.000 4,800.00 48.000 4,800 (.079" THICK) 078 28" X 20" CORRUGATED STEEL PIPE ARCH LF 115.0000 39,100.00 48.000 5,520.00 48.000 5,520 (.109" THICK) 079 64" X 43" CORRUGATED STEEL PIPE ARCH LF 215.0000 30,100.00 32.000 6,880.00 32.000 6,880 (.109" THICK) 080 CLEAN WASHED GRAVEL CY 100.0000 32,000.00 281.670 28,167 081 18" STEEL FLARED END SECTION EA 500.0000 2,000.00 1.000 500.00 1.000 500 082 24" STEEL FLARED END SECTION EA 600.0000 3,600.00 1.000 600.00 1.000 600 083 24" ALTERNATIVE FLARED END SECTION EA 825.0000 23,925.00 1.000 825.00 1.000 825 084 30" ALTERNATIVE FLARED END SECTION EA 965.0000 5,790.00 0.000 0 085 28" X 20" STEEL FLARED END PIPE ARCH EA 600.0000 9,000.00 0.000 0 SECTION 086 36" PRECAST CONCRETE PIPE INLET LF 400.0000 2,000.00 0.000 0 087 REMOVE CULVERT (LF) LF 4.0000 10,120.00 56.400 225.60 56.400 225 088 REMOVE HEADWALL EA 600.0000 12,600.00 0.000 0 089 REMOVE FLARED END SECTION (EA) EA 100.0000 400.00 3.000 300.00 3.000 300 090 ROCK SLOPE PROTECTION CY 85.0000 45,050.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 091 ROCK SLOPE PROTECTION CY 80.0000 14,400.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 092 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 1,940.00 562.000 562 093 MINOR CONCRETE (MISCELLANEOUS CY 1,500.0000 750.00 0.000 0 CONSTRUCTION) 094 MISCELLANEOUS IRON AND STEEL LB 3.0000 708.00 0.000 0 (F) 095 SURVEY MONUMENT (TYPE A) EA 3,500.0000 3,500.00 0.000 0 096 PREPARE AND PAINT CONCRETE SQFT 10.0000 7,300.00 0.000 0 097 RESET MAILBOX EA 500.0000 3,500.00 0.000 0 098 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 10.2500 30,750.00 0.000 0 099 REMOVE FENCE LF 2.0000 5,820.00 284.000 568.00 284.000 568 100 REMOVE PAVEMENT MARKER EA 20.0000 480.00 24.000 480.00 24.000 480 101 DELINEATOR (CLASS 2) EA 40.0000 13,600.00 0.000 0 102 PAVEMENT MARKER (RETROREFLECTIVE) EA 12.0000 1,560.00 118.000 1,416.00 118.000 1,416 103 PAVEMENT MARKER EA 9.5000 21,660.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 11:53 AM ESTIMATE NO. 002 BID OPENING 04/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MILEPOST MARKER EA 45.0000 855.00 0.000 0 105 MARKER (CULVERT) EA 40.0000 3,840.00 0.000 0 106 OBJECT MARKER (TYPE L-1) EA 40.0000 1,680.00 0.000 0 107 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 3,500.00 0.000 0 108 RELOCATE ROADSIDE SIGN (METAL POST) EA 200.0000 200.00 0.000 0 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 270.00 0.000 0 (0.063"-UNFRAMED) 110 ROADSIDE SIGN - ONE POST EA 300.0000 5,700.00 0.000 0 111 ROADSIDE SIGN - TWO POST EA 600.0000 1,200.00 0.000 0 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.7500 713.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 340.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 322.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 115 RETROREFLECTIVE SHEETING(TYPE XI) SQFT 5.0000 750.00 0.000 0 116 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 26.0000 66,300.00 0.000 0 117 CABLE RAILING LF 40.0000 15,200.00 0.000 0 118 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 32,000.00 0.000 0 119 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 57,600.00 0.000 0 120 CONCRETE BARRIER(TYPE 742 MODIFIED) LF 500.0000 42,500.00 0.000 0 (F) 121 CONCRETE BARRIER(TYPE 742A MODIFIED) LF 500.0000 26,000.00 0.000 0 (F) 122 REMOVE GUARDRAIL LF 2.0000 2,760.00 392.000 784.00 392.000 784 123 THERMOPLASTIC PAVEMENT MARKING SQFT 28.0000 7,000.00 0.000 0 124 THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 48,000.00 0.000 0 (SPRAYABLE) 125 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 720.00 817.000 817.00 817.000 817 PROGRAM CAS145 PAGE 6 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 11:53 AM ESTIMATE NO. 002 BID OPENING 04/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 970,764.94 1,363,264.95 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 970,764.94 1,363,264.95 126 MOBILIZATION LS 1,588,796.5000 1,588,796.50 0.500 794,398.25 0.500 794,398 ORIGINAL CONTRACT AMOUNT 16,263,929.00 TOTAL WORK COMPLETED 1,765,163.19 2,157,663.20 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -4,000.00 -4,000.00 TOTAL 1,761,163.19 2,153,663.20 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 06/14/18 240 06/01/18 06/01/18 07/02/19 26 0 0 0 13% 11% PROGRESS IS SATISFACTORY ZDENEK, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/18