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 06/20/22 EST. NO. 011 TIME 02:02 PM R.E. NAME: LEE.SCOTESE@DOT.CA.GOV 09-360704 --------------------------------------------------------------------------- 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 06/20/22 EST. NO. 011 TIME 02:02 PM R.E. NAME: LEE.SCOTESE@DOT.CA.GOV 09-360704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CONAGGS 49CY AT $11 -539.00 003 MISSING CEM 2030 -100,000.00 003 MISSING CEM 2030 -40,000.00 004 PF 25% TCS BMPS -170,590.00 004 CEM-2030 REC'D 140,000.00 005 HMA CHUNKS EXPOSED -50,000.00 007 LOW BREAK STRENGTH -5,140.00 007 PF 25% TCS BMPSS 170,590.00 007 HMA CHUNKS 50,000.00 008 STOMWATER DOC 062022 -143,000.00 011 -143,000.00 -148,679.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 005 HOLD PAYROLL 1 GTH 2,000.00 007 10 K -10,000.00 009 0.00 -10,000.00 TOTAL DEDUCTIONS -143,000.00 -158,679.00 PROGRAM CAS145 PAGE 1 DATE 06/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-360704 TIME 02:02 PM ESTIMATE NO. 011 BID OPENING 01/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/22 R.E. NAME: LEE.SCOTESE@DOT.CA.GOV DATE OF THIS ESTIMATE 06/20/22 LOCATION PROGRESS ESTIMATE 09-MNO-395-R6.9/T9.6 ----------------- POWELL CONSTRUCTORS INC IN MONO COUNTY NEAR TOM'S PLACE 8555 BANANA AVENUE; FROM 2.4 MILES SOUTH OF LOWER ROCK FONTANA CA 92335 CREEK ROAD TO 0.3 MILE NORTH OF LOWER ROCK CREEK ROAD FED. AID NO. HSNH-P395(281)E WIDEN SHOULDERS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,000.0000 11,000.00 0.500 5,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,250.0000 517,500.00 16.000 36,000.00 167.000 375,750 003 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 6,000.00 1.000 6,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 20,000.00 6.000 1,200.00 20.000 4,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 200,000.0000 200,000.00 0.960 192,000 006 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.800 20,000 007 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.500 50,000 008 FLASHING ARROW SIGN EA 2,500.0000 5,000.00 2.000 5,000 009 TYPE II BARRICADE EA 300.0000 8,400.00 25.000 7,500 010 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 25,500.00 47.000 2,350.00 520.000 26,000 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 45.0000 41,400.00 64.000 2,880.00 705.000 31,725 SYSTEM DAY 012 PORTABLE FLASHING BEACONS (EA) EA 1,500.0000 3,000.00 1.000 1,500 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 45,000.0000 45,000.00 0.130 5,850.00 0.730 32,850 014 TEMPORARY RAILING (TYPE K) LF 30.0000 159,600.00 4,020.400 120,612 015 TEMPORARY CRASH CUSHION MODULE EA 250.0000 17,500.00 56.000 14,000 016 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.500 25,000 017 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.500 750 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 1,000.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 020 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 1,050.00 3.000 1,050 021 TEMPORARY FIBER ROLL LF 6.0000 462.00 44.000 264 022 TEMPORARY GRAVEL BAG BERM LF 6.0000 528.00 39.000 234 PROGRAM CAS145 PAGE 2 DATE 06/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-360704 TIME 02:02 PM ESTIMATE NO. 011 BID OPENING 01/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/22 R.E. NAME: LEE.SCOTESE@DOT.CA.GOV DATE OF THIS ESTIMATE 06/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 4.5000 4,860.00 938.000 4,221 024 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 1.000 3,000.00 1.000 3,000 025 STREET SWEEPING LS 35,000.0000 35,000.00 0.070 2,450.00 0.370 12,950 026 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.070 1,050.00 0.770 11,550 027 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 2,500.00 1.000 500 028 WATER QUALITY ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 029 TREATED WOOD WASTE LB 0.2000 750.00 3,400.000 680 030 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,000.0000 75,000.00 0.000 0 031 INVASIVE SPECIES CONTROL LS 15,000.0000 15,000.00 0.070 1,050.00 0.670 10,050 032 RESET METAL CATTLE GUARD WING EA 1,000.0000 1,000.00 0.000 0 033 TEMPORARY HIGH-VISIBILITY FENCE LF 8.5000 17,000.00 951.100 8,084 034 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 0.100 25,000.00 0.900 225,000 035 ROADWAY EXCAVATION CY 40.0000 1,668,000.00 19,362.000 774,480.00 33,360.000 1,334,400 036 STRUCTURE EXCAVATION (RETAINING WALL) CY 40.0000 10,800.00 261.600 10,464.00 531.550 21,262 (F) 037 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 100.0000 34,500.00 345.000 34,500.00 445.000 44,500 (F) 038 STRUCTURE BACKFILL (RETAINING WALL) CY 80.0000 14,240.00 252.560 20,204.80 252.560 20,204 (F) 039 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 435.0000 224,025.00 200.000 87,000 (F) 040 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 440.0000 301,840.00 338.000 148,720.00 753.000 331,320 (F) 041 LEAN CONCRETE BACKFILL CY 350.0000 30,450.00 86.000 30,100.00 86.000 30,100 (F) 042 PINE NEEDLE MULCH CY 55.0000 339,900.00 0.000 0 043 DUFF (ACRE) ACRE 7,300.0000 175,200.00 0.000 0 044 DRY SEED (SQFT) SQFT 0.0500 51,000.00 0.000 0 045 BONDED FIBER MATRIX (SQFT) SQFT 0.0700 58,450.00 0.000 0 046 COMPOST SOCK LF 5.5000 32,340.00 0.000 0 047 COMPOST (CY) CY 79.0000 248,850.00 0.000 0 048 INCORPORATE MATERIALS SQFT 0.0200 16,700.00 0.000 0 049 CLASS 2 AGGREGATE BASE (CY) CY 110.0000 387,200.00 1,289.000 141,790 PROGRAM CAS145 PAGE 3 DATE 06/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-360704 TIME 02:02 PM ESTIMATE NO. 011 BID OPENING 01/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/22 R.E. NAME: LEE.SCOTESE@DOT.CA.GOV DATE OF THIS ESTIMATE 06/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,475.0000 14,750.00 2.200 3,245 051 HOT MIX ASPHALT (TYPE A) TON 157.0000 1,852,600.00 71.070 11,157.99 5,216.470 818,985 052 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 1,480.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 6,560.00 315.000 1,260 054 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 17,880.00 1,350.000 5,400 055 PLACE HOT MIX ASPHALT SQYD 230.0000 29,900.00 18.000 4,140 (MISCELLANEOUS AREA) 056 TACK COAT TON 4,900.0000 10,780.00 2.400 11,760 057 RAIL ELEMENT WALL SQFT 150.0000 440,850.00 0.000 0 058 STEEL SOLDIER PILE (HP 12 X 84) LF 95.0000 550,715.00 2,620.000 248,900.00 6,017.000 571,615 059 30" DRILLED HOLE LF 160.0000 763,200.00 2,019.500 323,120.00 4,770.000 763,200 060 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 110.0000 455,950.00 281.250 30,937.50 3,818.750 420,062 061 STRUCTURAL CONCRETE, RETAINING WALL CY 950.0000 173,850.00 101.400 96,330.00 146.400 139,080 062 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,800.0000 198,800.00 0.000 0 (F) 063 CONCRETE SURFACE TEXTURE (FIELDSTONE) SQFT 25.0000 48,250.00 845.500 21,137.50 2,411.500 60,287 064 CONCRETE SURFACE TEXTURE SQFT 15.0000 24,420.00 1,628.000 24,420 (HEAVY SAND BLAST) 065 BAR REINFORCING STEEL (EPOXY COATED) LB 3.7000 67,717.40 16,000.000 59,200 (F) (RETAINING WALL) 066 TIMBER LAGGING MFBM 6,500.0000 377,000.00 18.560 120,640 (F) 067 CLEAN AND PAINT STEEL SOLDIER PILING LS 270,000.0000 270,000.00 0.660 178,200.00 1.000 270,000 068 18" ALTERNATIVE PIPE CULVERT LF 220.0000 18,700.00 0.000 0 069 6" PLASTIC PIPE LF 50.0000 700.00 0.000 0 070 18" CORRUGATED STEEL PIPE (.079" THICK) LF 170.0000 37,400.00 179.000 30,430 071 24" CORRUGATED STEEL PIPE (.079" THICK) LF 190.0000 24,700.00 122.000 23,180 072 49" X 33" CORRUGATED STEEL PIPE ARCH LF 260.0000 5,980.00 18.000 4,680 (.079" THICK) 073 GEOCOMPOSITE DRAIN SQFT 12.0000 28,476.00 0.000 0 074 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 230.0000 14,030.00 0.000 0 075 DRAINAGE INLET MARKER EA 50.0000 1,200.00 0.000 0 076 36" CORRUGATED STEEL PIPE INLET LF 700.0000 5,600.00 2.600 1,820 (.109" THICK) PROGRAM CAS145 PAGE 4 DATE 06/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-360704 TIME 02:02 PM ESTIMATE NO. 011 BID OPENING 01/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/22 R.E. NAME: LEE.SCOTESE@DOT.CA.GOV DATE OF THIS ESTIMATE 06/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" STEEL FLARED END SECTION EA 750.0000 5,250.00 5.000 3,750 078 24" STEEL FLARED END SECTION EA 800.0000 4,000.00 4.000 3,200 079 49" X 33" STEEL FLARED END PIPE ARCH EA 1,000.0000 2,000.00 1.000 1,000 SECTION 080 ABANDON CULVERT (LF) LF 100.0000 300.00 0.000 0 081 ABANDON INLET EA 350.0000 1,050.00 0.000 0 082 REMOVE CULVERT (LF) LF 50.0000 3,500.00 16.000 800 083 REMOVE FLARED END SECTION (EA) EA 100.0000 1,000.00 5.000 500 084 ADJUST UNDERDRAIN RISER EA 600.0000 1,200.00 0.000 0 085 SMALL-ROCK SLOPE PROTECTION CY 280.0000 53,200.00 74.000 20,720 086 ROCK SLOPE PROTECTION CY 450.0000 5,400.00 17.800 8,010 (60 LB, CLASS II, METHOD B) (CY) 087 ROCK SLOPE PROTECTION CY 360.0000 12,600.00 16.900 6,084 (20 LB, CLASS I, METHOD B) (CY) 088 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 10,710.00 241.000 1,687 089 MINOR CONCRETE (GUTTER) (LF) LF 30.0000 101,760.00 0.000 0 090 MISCELLANEOUS IRON AND STEEL LB 1.6000 18,094.40 0.000 0 (F) 091 STAIN GALVANIZED SURFACES (LS) LS 110,000.0000 110,000.00 0.500 55,000.00 0.500 55,000 092 RECONSTRUCT FENCE (TYPE BW) LF 50.0000 3,000.00 0.000 0 093 REMOVE DELINEATOR EA 35.0000 7,000.00 80.000 2,800 094 DELINEATOR (SPECIAL) EA 135.0000 21,600.00 0.000 0 095 MILEPOST MARKER EA 150.0000 1,500.00 0.000 0 096 MARKER (CULVERT) EA 135.0000 4,050.00 0.000 0 097 OBJECT MARKER (TYPE L-1) EA 100.0000 1,300.00 0.000 0 098 SPECIAL MARKER EA 50.0000 4,000.00 0.000 0 099 REMOVE ROADSIDE SIGN EA 350.0000 7,000.00 0.000 0 100 RESET ROADSIDE SIGN EA 400.0000 800.00 0.000 0 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 588.00 0.000 0 (0.063"-UNFRAMED) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,210.00 0.000 0 (0.080"-UNFRAMED) 103 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 8,200.00 0.000 0 (0.080"-FRAMED) PROGRAM CAS145 PAGE 5 DATE 06/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-360704 TIME 02:02 PM ESTIMATE NO. 011 BID OPENING 01/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/22 R.E. NAME: LEE.SCOTESE@DOT.CA.GOV DATE OF THIS ESTIMATE 06/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROADSIDE SIGN (TURNABLE METAL POST) EA 4,700.0000 4,700.00 0.000 0 105 ROADSIDE SIGN - ONE POST EA 450.0000 5,850.00 0.000 0 106 ROADSIDE SIGN - TWO POST EA 1,300.0000 3,900.00 0.000 0 107 INSTALL ROADSIDE SIGN EA 2,000.0000 8,000.00 0.000 0 (LAMINATED WOOD BOX POST) 108 FURNISH LAMINATED WOOD BOX POST EA 3,500.0000 28,000.00 0.000 0 (TYPE L) 109 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 28.0000 118,720.00 486.000 13,608 110 CABLE RAILING LF 30.0000 61,080.00 0.000 0 111 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 19,000.00 2.000 7,600 112 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 3,000.00 1.000 750 113 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,250.0000 13,000.00 1.000 3,250 114 ALTERNATIVE CRASH CUSHION SYSTEM EA 35,000.0000 35,000.00 1.000 35,000 115 CONCRETE BARRIER (TYPE 842B MODIFIED) LF 400.0000 94,000.00 235.000 94,000 (F) 116 CONCRETE BARRIER (TYPE 842SV MODIFIED) LF 270.0000 760,590.00 816.800 220,536.00 2,816.800 760,536 (F) 117 REMOVE GUARDRAIL LF 8.0000 23,200.00 818.000 6,544.00 2,906.000 23,248 118 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 29,100.00 0.000 0 119 PAINT PAVEMENT MARKING (2-COAT) SQFT 5.0000 2,600.00 0.000 0 120 12" RUMBLE STRIP STA 35.0000 20,650.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 121 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 122 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 5,000.00 1.000 1,000 PROGRAM CAS145 PAGE 6 DATE 06/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-360704 TIME 02:02 PM ESTIMATE NO. 011 BID OPENING 01/21/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/22 R.E. NAME: LEE.SCOTESE@DOT.CA.GOV DATE OF THIS ESTIMATE 06/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,291,161.79 7,586,295.94 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 68,369.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,291,161.79 7,654,664.94 123 MOBILIZATION LS 1,200,000.0000 1,200,000.00 0.050 60,000.00 1.000 1,200,000 ORIGINAL CONTRACT AMOUNT 13,533,235.80 TOTAL WORK COMPLETED 2,351,161.79 8,854,664.94 MATERIALS ON HAND ON SITE -326,864.45 275,405.00 DEDUCTIONS -143,000.00 -158,679.00 TOTAL 1,881,297.34 8,971,390.94 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 03/01/21 230 04/26/21 04/26/21 09/14/22 167 120 0 0 64% 73% PROGRESS IS SATISFACTORY LEE.SCOTESE@DOT.CA.GOV RESIDENT ENGINEER