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 05/24/19 EST. NO. 009 TIME 10:12 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 --------------------------------------------------------------------------- 002 0005 950.00 E.W. @ F.A.(+) 030419 N 2-0080 0006 950.00 040119 N 2-0060 1,900.00 TOTAL THIS ESTIMATE 186,262.20 TOTAL PREVIOUS ESTIMATE 188,162.20 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 05/24/19 EST. NO. 009 TIME 10:12 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 RELEASE DEDUCT 8/18 4,000.00 003 PER LTTR DATED 10/18 -6,000.00 004 PER LTTR DATED 11/20 -8,000.00 005 RTN DEDUCT 11/20 8,000.00 007 PER LTR DATED 1/19 -8,000.00 007 RTN DEDUCT 10/18 6,000.00 007 PER LTTR DATED02/19 -2,000.00 008 RTN DEDUCT 2/19 2,000.00 009 RTN DEDUCT 1/19 8,000.00 009 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/24/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 10:12 AM ESTIMATE NO. 009 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 05/20/19 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 05/24/19 LOCATION RERUN 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 1,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.500 10,000 003 TIME-RELATED OVERHEAD (LS) LS 350,000.0000 350,000.00 0.066 23,100.00 0.504 176,400 004 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 0.066 4,620.00 0.504 35,280 005 CONSTRUCTION AREA SIGNS LS 7,800.0000 7,800.00 0.027 210.60 0.602 4,695 006 TRAFFIC CONTROL SYSTEM LS 1,400,000.0000 1,400,000.00 0.066 92,400.00 0.504 705,600 007 TYPE III BARRICADE EA 50.0000 300.00 6.000 300 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9000 3,942.00 4,378.000 3,940 009 PLASTIC TRAFFICE DRUMS EA 50.0000 1,250.00 25.000 1,250 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.066 1,320.00 0.504 10,080 011 JOB SITE MANAGEMENT LS 22,000.0000 22,000.00 0.066 1,452.00 0.504 11,088 012 TEMPORARY CREEK DIVERSION (LOCATION 1) LS 50,000.0000 50,000.00 1.000 50,000 013 TEMPORARY CREEK DIVERSION (LOCATION 2) LS 8,000.0000 8,000.00 1.000 8,000 014 TEMPORARY CREEK DIVERSION (LOCATION 3) LS 3,500.0000 3,500.00 1.000 3,500.00 1.000 3,500 015 TEMPORARY CREEK DIVERSION (LOCATION 4) LS 3,500.0000 3,500.00 1.000 3,500.00 1.000 3,500 016 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 1.000 500.00 2.000 1,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 480.0000 12,000.00 1.000 480 019 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 90,000.00 590.000 3,540 022 TEMPORARY CONCRETE WASHOUT LS 5,500.0000 5,500.00 0.066 363.00 0.504 2,772 PROGRAM CAS145 PAGE 2 DATE 05/24/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 10:12 AM ESTIMATE NO. 009 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 05/20/19 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 05/24/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 1,600 024 WATER QUALITY MONITORING REPORT EA 400.0000 2,400.00 2.000 800 025 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 1.000 20,000 027 TREATED WOOD WASTE LB 0.9000 19,350.00 17,460.000 15,714 028 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 0.800 4,400 031 CLEARING AND GRUBBING (LS) LS 105,000.0000 105,000.00 0.650 68,250 032 DUST SUPPRESSANT SQYD 0.1500 25,350.00 111,540.000 16,731 033 ROADWAY EXCAVATION CY 22.0000 1,221,000.00 22,039.000 484,858.00 61,615.940 1,355,550 034 CHANNEL EXCAVATION CY 17.0000 13,940.00 817.950 13,905 035 SHOULDER BACKING TON 36.0000 220,680.00 2,996.010 107,856 036 STRUCTURE EXCAVATION (TYPE D) CY 200.0000 16,600.00 83.000 16,600 (F) 037 STRUCTURE BACKFILL (BRIDGE) CY 750.0000 30,750.00 41.000 30,750 (F) 038 DITCH EXCAVATION CY 30.0000 22,200.00 271.700 8,151.00 447.900 13,437 039 IMPORTED BORROW (CY) CY 45.0000 135,000.00 4,497.770 202,399 040 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.0000 151,200.00 34,690.000 104,070.00 49,362.590 148,087 CLASS B1 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 2,000.00 1.000 1,000 042 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 177,300.00 1,823,000.000 164,070 043 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 10,700.00 12,270.000 12,270 044 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.660 16,500 045 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 1,320,000.00 16,477.000 823,850.00 23,232.980 1,161,649 046 FULL-DEPTH RECLAMATION-CEMENT SQYD 6.2500 875,000.00 105,301.920 658,137 047 CEMENT (FULL-DEPTH RECLAMATION-CEMENT) TON 190.0000 539,600.00 1,776.680 337,569 048 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 30.330 30,330 (FULL-DEPTH RECLAMATION-CEMENT) PROGRAM CAS145 PAGE 3 DATE 05/24/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 10:12 AM ESTIMATE NO. 009 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 05/20/19 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 05/24/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 15,000 (FULL-DEPTH RECLAMATION-CEMENT) 051 HOT MIX ASPHALT (TYPE A) TON 88.0000 5,227,200.00 36,312.020 3,195,457 052 DATA CORE LS 12,000.0000 12,000.00 0.660 7,920 053 PLACE HOT MIX ASPHALT SQYD 20.0000 180.00 0.000 0 (MISCELLANEOUS AREA) 054 TACK COAT TON 400.0000 16,400.00 25.030 10,012 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 27,480.00 938.000 5,628.00 2,760.200 16,561 056 FURNISH PILING(CLASS 140) LF 100.0000 56,700.00 567.000 56,700 (ALTERNATIVE W MODIFIED) 057 DRIVE PILE(CLASS 140) EA 5,000.0000 60,000.00 12.000 60,000 (ALTERNATIVE W MODIFIED) 058 STRUCTURAL CONCRETE, BRIDGE CY 2,500.0000 122,500.00 49.000 122,500 (F) 059 STRUCTURAL CONCRETE, BRIDGE CY 1,400.0000 194,600.00 139.000 194,600 (F) (POLYMER FIBER) 060 STRUCTURAL CONCRETE, BOX CULVERT CY 2,300.0000 73,600.00 48.800 112,240 (F) 061 STRUCTURAL CONCRETE, HEADWALL CY 2,100.0000 264,600.00 41.500 87,150.00 79.500 166,950 (F) 062 MINOR CONCRETE (MINOR STRUCTURE) CY 2,300.0000 13,800.00 6.000 13,800.00 6.000 13,800 (F) 063 BAR REINFORCING STEEL LB 1.5000 11,355.00 10,206.900 15,310 (F) 064 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 28,015.50 18,677.000 28,015 (F) 065 BAR REINFORCING STEEL (EPOXY COATED) LB 2.0000 28,026.00 14,013.000 28,026 (F) (BRIDGE) 066 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 9.0000 15,291.00 1,700.000 15,300 067 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 10,575.00 176.250 13,218 068 PLACE POLYESTER CONCRETE OVERLAY SQFT 15.0000 25,485.00 1,700.000 25,500 (F) 069 BRIDGE REMOVAL LS 50,000.0000 50,000.00 1.000 50,000 070 24" ALTERNATIVE PIPE CULVERT LF 130.0000 191,100.00 370.960 48,224.80 1,205.200 156,676 071 30" ALTERNATIVE PIPE CULVERT LF 140.0000 72,800.00 349.300 48,902.00 467.100 65,394 072 CONCRETE BACKFILL (PIPE TRENCH) CY 150.0000 13,650.00 17.900 2,685.00 56.200 8,430 (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 43,200.00 211.550 33,848 075 24" CORRUGATED STEEL PIPE (.109" THICK) LF 190.0000 10,260.00 42.000 7,980 076 42" CORRUGATED STEEL PIPE (.109" THICK) LF 300.0000 3,600.00 12.000 3,600.00 12.000 3,600 PROGRAM CAS145 PAGE 4 DATE 05/24/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 10:12 AM ESTIMATE NO. 009 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 05/20/19 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 05/24/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 43,000.00 182.460 18,246.00 558.900 55,890 (.079" THICK) 078 28" X 20" CORRUGATED STEEL PIPE ARCH LF 115.0000 39,100.00 334.000 38,410 (.109" THICK) 079 64" X 43" CORRUGATED STEEL PIPE ARCH LF 215.0000 30,100.00 40.400 8,686.00 140.200 30,143 (.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 2.000 1,000 082 24" STEEL FLARED END SECTION EA 600.0000 3,600.00 5.000 3,000 083 24" ALTERNATIVE FLARED END SECTION EA 825.0000 23,925.00 6.000 4,950.00 18.000 14,850 084 30" ALTERNATIVE FLARED END SECTION EA 965.0000 5,790.00 2.000 1,930.00 4.000 3,860 085 28" X 20" STEEL FLARED END PIPE ARCH EA 600.0000 9,000.00 15.000 9,000 SECTION 086 36" PRECAST CONCRETE PIPE INLET LF 400.0000 2,000.00 0.000 0 087 REMOVE CULVERT (LF) LF 4.0000 10,120.00 776.500 3,106.00 1,994.100 7,976 088 REMOVE HEADWALL EA 600.0000 12,600.00 7.000 4,200.00 7.000 4,200 089 REMOVE FLARED END SECTION (EA) EA 100.0000 400.00 4.000 400 090 ROCK SLOPE PROTECTION CY 85.0000 45,050.00 90.200 7,667.00 168.800 14,348 (60 LB, CLASS II, METHOD B) (CY) 091 ROCK SLOPE PROTECTION CY 80.0000 14,400.00 130.890 10,471 (20 LB, CLASS I, METHOD B) (CY) 092 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 1,940.00 100.000 100.00 1,265.670 1,265 093 MINOR CONCRETE (MISCELLANEOUS CY 1,500.0000 750.00 0.500 750 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 7,300.00 730.000 7,300 097 RESET MAILBOX EA 500.0000 3,500.00 7.000 3,500 098 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 10.2500 30,750.00 3,113.000 31,908.25 3,113.000 31,908 099 REMOVE FENCE LF 2.0000 5,820.00 2,907.000 5,814.00 3,191.000 6,382 100 REMOVE PAVEMENT MARKER EA 20.0000 480.00 24.000 480 101 DELINEATOR (CLASS 2) EA 40.0000 13,600.00 216.000 8,640 102 PAVEMENT MARKER (RETROREFLECTIVE) EA 12.0000 1,560.00 118.000 1,416 103 PAVEMENT MARKER EA 9.5000 21,660.00 1,232.000 11,704 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 05/24/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 10:12 AM ESTIMATE NO. 009 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 05/20/19 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 05/24/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 11.000 495 105 MARKER (CULVERT) EA 40.0000 3,840.00 36.000 1,440 106 OBJECT MARKER (TYPE L-1) EA 40.0000 1,680.00 30.000 1,200 107 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 3,500.00 22.000 2,200 108 RELOCATE ROADSIDE SIGN (METAL POST) EA 200.0000 200.00 0.000 0 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 270.00 27.000 270 (0.063"-UNFRAMED) 110 ROADSIDE SIGN - ONE POST EA 300.0000 5,700.00 14.000 4,200 111 ROADSIDE SIGN - TWO POST EA 600.0000 1,200.00 0.000 0 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.7500 713.00 56.610 438 (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 56.610 283 116 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 26.0000 66,300.00 2,312.500 60,125 117 CABLE RAILING LF 40.0000 15,200.00 71.000 2,840 118 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 32,000.00 8.000 32,000 119 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 57,600.00 14.000 44,800 120 CONCRETE BARRIER(TYPE 742 MODIFIED) LF 500.0000 42,500.00 85.000 42,500 (F) 121 CONCRETE BARRIER(TYPE 742A MODIFIED) LF 500.0000 26,000.00 52.000 26,000 (F) 122 REMOVE GUARDRAIL LF 2.0000 2,760.00 850.000 1,700.00 1,542.000 3,084 123 THERMOPLASTIC PAVEMENT MARKING SQFT 28.0000 7,000.00 221.000 6,188 124 THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 48,000.00 86,722.000 27,751 (SPRAYABLE) 125 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 720.00 1,405.000 1,405 PROGRAM CAS145 PAGE 6 DATE 05/24/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F77U4 TIME 10:12 AM ESTIMATE NO. 009 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 05/20/19 R.E. NAME: ZDENEK, MIKE DATE OF THIS ESTIMATE 05/24/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,850,191.65 10,439,703.51 ADJUSTMENT OF COMPENSATION 0.00 -138,250.26 EXTRA WORK 1,900.00 326,412.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,852,091.65 10,627,865.71 126 MOBILIZATION LS 1,588,796.5000 1,588,796.50 1.000 1,588,796 ORIGINAL CONTRACT AMOUNT 16,263,929.00 TOTAL WORK COMPLETED 1,852,091.65 12,216,662.21 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 1,862,091.65 12,216,662.21 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 07/16/18 07/16/18 11/07/19 120 90 0 0 71% 50% PROGRESS IS SATISFACTORY ZDENEK, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/19