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 10/22/20 EST. NO. 015 TIME 07:49 AM R.E. NAME: LEE.SCOTESE@DOT.CA.GOV 09-3494U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0111 546.21 E.W. @ F.A.(+) 061920 N 06/190 546.21 TOTAL THIS ESTIMATE 394,614.99 TOTAL PREVIOUS ESTIMATE 395,161.20 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 10/22/20 EST. NO. 015 TIME 07:49 AM R.E. NAME: LEE.SCOTESE@DOT.CA.GOV 09-3494U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DVBE REPORTS -10,000.00 002 DVBE REPORTS 10,000.00 003 HMA VERIFICATION -50,000.00 003 PAVE SMOOTHNESSN -50,000.00 003 PIPE XING GRINDS -50,000.00 003 PIPE XING GRINDS 50,000.00 004 FENCE REPAIRDER -10,000.00 005 LABOR REPAIR -10,000.00 005 NARROW SHOULDER -50,000.00 005 LABOR DOCS #2 -10,000.00 006 HMA VERIFICATION 50,000.00 007 LABOR REPAIR 10,000.00 008 LABOR DOCS #2 10,000.00 009 DS7 SETTLING -50,000.00 012 FENCE REPAIRDER 10,000.00 012 NARROW SHOULDER 50,000.00 012 PAVE SMOOTHNESS 50,000.00 012 DS7 SETTLING 50,000.00 013 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 013 LABOR DOCS #3 10,000.00 014 LABOR DOCS #4 -2,000.00 014 0.00 -2,000.00 TOTAL DEDUCTIONS 0.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-3494U4 TIME 07:49 AM ESTIMATE NO. 015 BID OPENING 04/10/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: LEE.SCOTESE@DOT.CA.GOV DATE OF THIS ESTIMATE 10/22/20 LOCATION PROGRESS ESTIMATE 09-MNO-395-88.4/91.6 ----------------- ROAD AND HIGHWAY BUILDERS, IN MONO COUNTY NEAR SONORA JUNCTION LLC. ON RTE 395 FROM 0.3 MILE NORTH OF 175 SALOMON CIRCLE SUITE 103 DEVILS GATE SUMMIT TO BURCHAM FLAT SPARKS NV 89434 RD AND FROM 0.3 MILE SOUTH OF RTE 108 108 TO 2.0 MILES NORTH OF RTE 108 FED. AID NO. HSNH-P395(277)E WIDEN SHOULDERS ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 1.000 10,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 420,000.00 140.000 420,000 004 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000 005 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 006 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.801 440,550 007 TYPE II BARRICADE EA 80.0000 160.00 2.000 160 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.0000 28,000.00 10,667.000 21,334 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 25.0000 2,100.00 40.000 1,000 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 48,400.00 48,400.000 48,400 011 PORTABLE DELINEATOR EA 130.0000 3,120.00 24.000 3,120 012 FLASHING BEACON (PORTABLE) EA 2,000.0000 4,000.00 2.000 4,000 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 1.000 15,000 014 TEMPORARY RAILING (TYPE K) LF 16.0000 52,480.00 3,264.000 52,224 015 TEMPORARY CRASH CUSHION MODULE EA 80.0000 4,480.00 56.000 4,480 016 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 1.000 30,000 017 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 3,000.00 2.000 1,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 4,000.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 021 TEMPORARY CHECK DAM LF 10.0000 5,100.00 498.000 4,980 022 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 800.00 5.000 1,000 PROGRAM CAS145 PAGE 2 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-3494U4 TIME 07:49 AM ESTIMATE NO. 015 BID OPENING 04/10/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: LEE.SCOTESE@DOT.CA.GOV DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PINE NEEDLE WATTLE LF 25.0000 1,500.00 60.000 1,500 024 TEMPORARY FIBER ROLL LF 1.5000 15,300.00 10,182.000 15,273 025 TEMPORARY SILT FENCE LF 1.5000 37,500.00 25,935.000 38,902 026 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 027 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 028 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 2,000.00 3.000 1,500 029 WATER QUALITY MONITORING REPORT EA 300.0000 1,200.00 3.000 900 030 TEMPORARY CREEK DIVERSION SYSTEMS LS 30,000.0000 30,000.00 1.000 30,000 031 TREATED WOOD WASTE LB 0.3000 13,920.00 0.000 0 032 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 500.0000 40,000.00 1.000 500 033 INVASIVE SPECIES CONTROL LS 15,000.0000 15,000.00 0.610 9,150 034 REMOVE CONCRETE (CY) CY 900.0000 2,700.00 3.000 2,700 035 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 32,160.00 9,308.000 37,232 036 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 1.000 80,000 037 ROADWAY EXCAVATION CY 80.0000 2,312,000.00 28,908.000 2,312,640 038 STRUCTURE EXCAVATION (RETAINING WALL) CY 70.0000 127,890.00 1,827.000 127,890 (F) 039 STRUCTURE BACKFILL (RETAINING WALL) CY 80.0000 129,520.00 1,619.000 129,520 (F) 040 PLANT (GROUP A) EA 30.0000 4,500.00 0.000 0 041 PINE NEEDLE MULCH CY 80.0000 24,000.00 400.000 32,000 042 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 9,000.00 9.000 9,000 043 DUFF (ACRE) ACRE 4,000.0000 11,200.00 2.760 11,040 044 DRY SEED (SQFT) SQFT 0.1000 9,800.00 101,156.000 10,115 045 BONDED FIBER MATRIX (SQFT) SQFT 0.2000 31,200.00 156,000.000 31,200 046 COMPOST SOCK LF 20.0000 10,000.00 500.000 10,000 047 HYDROSEED SQFT 0.2000 31,200.00 156,000.000 31,200 048 COMPOST (CY) CY 100.0000 31,000.00 319.000 31,900 049 INCORPORATE MATERIALS SQFT 0.2000 18,900.00 95,500.000 19,100 PROGRAM CAS145 PAGE 3 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-3494U4 TIME 07:49 AM ESTIMATE NO. 015 BID OPENING 04/10/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: LEE.SCOTESE@DOT.CA.GOV DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 3 AGGREGATE BASE (CY) CY 98.0000 598,780.00 6,140.000 601,720 051 PULVERIZED ROADBED SQYD 8.0000 269,600.00 33,813.000 270,504 052 ASPHALTIC EMULSION (PULVERIZED ROADBED) TON 2,500.0000 22,500.00 1.700 4,250 053 SAND COVER (PULVERIZED ROADBED) TON 50.0000 2,550.00 40.800 2,040 054 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,400.0000 8,400.00 2.400 3,360 055 HOT MIX ASPHALT (TYPE A) TON 182.0000 6,424,600.00 38,644.910 7,033,373 056 MINOR HOT MIX ASPHALT TON 250.0000 190,000.00 502.890 125,722 057 DATA CORE LS 7,000.0000 7,000.00 1.000 7,000 058 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.0000 2,880.00 236.000 2,832 059 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 14.0000 64,260.00 4,569.000 63,966 060 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 16.0000 17,600.00 1,130.000 18,080 061 PLACE HOT MIX ASPHALT SQYD 60.0000 5,520.00 92.000 5,520 (MISCELLANEOUS AREA) 062 TACK COAT TON 2,000.0000 52,000.00 28.520 57,040 063 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.0000 8,100.00 8,100.000 8,100 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 228,800.00 28,510.670 228,085 065 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 290,400.00 484.000 290,400 (F) 066 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 81,530.00 51,102.000 102,204 (F) 067 18" ALTERNATIVE PIPE CULVERT LF 300.0000 16,500.00 54.700 16,410 068 24" ALTERNATIVE PIPE CULVERT LF 300.0000 72,000.00 237.000 71,100 069 30" ALTERNATIVE PIPE CULVERT LF 320.0000 51,200.00 156.000 49,920 070 CONCRETE BACKFILL (PIPE TRENCH) CY 600.0000 108,000.00 225.000 135,000 071 48" PLASTIC PIPE LF 400.0000 28,000.00 70.000 28,000 072 18" CORRUGATED STEEL PIPE (.109" THICK) LF 400.0000 4,800.00 12.000 4,800 073 36" CORRUGATED STEEL PIPE INLET LF 400.0000 9,200.00 22.000 8,800 (.138" THICK) 074 18" STEEL FLARED END SECTION EA 1,500.0000 3,000.00 2.000 3,000 075 24" STEEL FLARED END SECTION EA 1,600.0000 9,600.00 6.000 9,600 076 30" STEEL FLARED END SECTION EA 1,800.0000 7,200.00 4.000 7,200 PROGRAM CAS145 PAGE 4 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-3494U4 TIME 07:49 AM ESTIMATE NO. 015 BID OPENING 04/10/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: LEE.SCOTESE@DOT.CA.GOV DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 48" STEEL FLARED END SECTION EA 2,000.0000 4,000.00 2.000 4,000 078 ABANDON CULVERT (LF) LF 150.0000 33,000.00 214.000 32,100 079 REMOVE CULVERT (LF) LF 150.0000 51,000.00 329.700 49,455 080 REMOVE INLET EA 400.0000 1,600.00 4.000 1,600 081 SAND BACKFILL CY 100.0000 7,100.00 55.500 5,550 082 ROCK SLOPE PROTECTION CY 800.0000 3,200.00 4.000 3,200 (1/4 T, CLASS V, METHOD B) (CY) 083 ROCK SLOPE PROTECTION CY 500.0000 25,000.00 62.600 31,300 (60 LB, CLASS II, METHOD B) (CY) 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 14.0000 2,520.00 184.000 2,576 085 MISCELLANEOUS IRON AND STEEL LB 8.0000 7,552.00 944.000 7,552 (F) 086 ANCHORED DOUBLE TWISTED WIRE MESH SYSTEM SQFT 5.0000 190,000.00 37,000.000 185,000 087 ROCK DOWEL EA 1,000.0000 440,000.00 433.000 433,000 088 STAIN GALVANIZED SURFACES (LS) LS 71,181.0000 71,181.00 1.000 71,181 089 REMOVE DELINEATOR EA 10.0000 2,400.00 226.000 2,260 090 DELINEATOR (SPECIAL) EA 90.0000 26,100.00 265.000 23,850 091 MILEPOST MARKER EA 100.0000 1,800.00 18.000 1,800 092 MARKER (CULVERT) EA 100.0000 3,600.00 36.000 3,600 093 REMOVE MARKER EA 10.0000 760.00 74.000 740 094 REMOVE ROADSIDE SIGN EA 200.0000 8,600.00 43.000 8,600 095 SALVAGE ROADSIDE SIGN (TURNABLE METAL EA 600.0000 3,000.00 5.000 3,000 POST) 096 ROADSIDE SIGN (TURNABLE METAL POST) EA 1,800.0000 16,200.00 9.000 16,200 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,600.00 123.900 2,478 (0.063"-UNFRAMED) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 7,500.00 264.700 6,617 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 4,500.00 147.300 4,419 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 50.0000 400.00 8.000 400 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 50.0000 1,500.00 30.000 1,500 (0.080"-FRAMED) PROGRAM CAS145 PAGE 5 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-3494U4 TIME 07:49 AM ESTIMATE NO. 015 BID OPENING 04/10/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: LEE.SCOTESE@DOT.CA.GOV DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 5,250.00 201.800 5,045 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 103 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 20.0000 13,400.00 621.800 12,436 104 ROADSIDE SIGN - ONE POST EA 1,400.0000 44,800.00 32.000 44,800 105 ROADSIDE SIGN - ONE SQUARE METAL POST EA 1,800.0000 1,800.00 1.000 1,800 106 ROADSIDE SIGN - TWO POST EA 2,400.0000 12,000.00 5.000 12,000 107 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 70.0000 189,700.00 2,811.000 196,770 108 CABLE RAILING LF 30.0000 23,610.00 807.000 24,210 (F) 109 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 48,000.00 16.000 48,000 110 REMOVE GUARDRAIL LF 10.0000 26,600.00 2,652.000 26,520 111 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 43,850.00 86,055.000 43,027 112 PAINT PAVEMENT MARKING (2-COAT) SQFT 15.0000 6,600.00 371.500 5,572 113 REMOVE PAINTED TRAFFIC STRIPE LF 2.0000 26,800.00 10,928.000 21,856 114 12" RUMBLE STRIP STA 50.0000 25,500.00 535.200 26,760 (ASPHALT CONCRETE PAVEMENT) 115 MODIFYING EXISTING ELECTRICAL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 PROGRAM CAS145 PAGE 6 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-3494U4 TIME 07:49 AM ESTIMATE NO. 015 BID OPENING 04/10/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: LEE.SCOTESE@DOT.CA.GOV DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 14,753,314.08 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 546.21 395,161.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 546.21 15,148,475.28 116 MOBILIZATION LS 1,412,604.0000 1,412,604.00 1.000 1,412,604 ORIGINAL CONTRACT AMOUNT 15,777,777.00 TOTAL WORK COMPLETED 546.21 16,561,079.28 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -2,000.00 TOTAL 546.21 16,559,079.28 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 05/28/19 140 07/08/19 07/08/19 10/24/20 139 184 5 0 97% 96% PROGRESS IS SATISFACTORY LEE.SCOTESE@DOT.CA.GOV RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/20