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 09/23/20 EST. NO. 008 TIME 10:31 AM R.E. NAME: NICOLE MALLORY 02-4G41U4 --------------------------------------------------------------------------- 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 0044 699.25 E.W. @ F.A.(+) 050420 N HSC044 0054 1,267.32 061120 N JFS054 0054-1 -1,267.32 061120 N JFS054 DAO CORRECTING ENTRY 0054-2 633.66 061120 N JFS054 DAO CORRECTING ENTRY 003 0004 1,100.00 E.W. @ F.A.(+) 081920 N JFS004 0005 1,400.00 072820 N JFS005 006 0016 322.37 E.W. @ F.A.(+) 072720 N JFS016 0017 232.20 072820 N JFS017 009 0001 4,950.00 A.C. @ U.P.(+) 082120 N JFS001 011 0006 13,618.27 E.W. @ F.A.(+) 052820 N JFS006 0014 5,255.25 052820 N JFS014 0019 1,705.04 062520 N HSC019 0020 1,761.47 070120 N HSC020 0021 539.36 071720 N JFS021 0022 297.14 073120 N JFS022 0023 7,887.26 051320 N AFC023 012 0001 2,275.52 E.W. @ F.A.(+) 060820 N HSC001 0002 3,275.79 060920 N HSC002 45,952.58 TOTAL THIS ESTIMATE 128,286.88 TOTAL PREVIOUS ESTIMATE 174,239.46 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 09/23/20 EST. NO. 008 TIME 10:31 AM R.E. NAME: NICOLE MALLORY 02-4G41U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE JULY 4 DISINCENTIVE -50,000.00 007 DEDUCT SCHED. 9/20 -10,000.00 008 -10,000.00 -60,000.00 LABOR COMPLIANCE VIOLATION LETTER 9/20 DUDUCT -4,000.00 008 -4,000.00 -4,000.00 TOTAL DEDUCTIONS -14,000.00 -64,000.00 PROGRAM CAS145 PAGE 1 DATE 09/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 10:31 AM ESTIMATE NO. 008 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 09/23/20 LOCATION RERUN PROGRESS ESTIMATE 02-SHA-5-56.6/67.0 ----------------------- J.F. SHEA CONSTRUCTION, INC. IN SHASTA AND SISKIYOU COUNTIES 17400 CLEAR CREEK RD ABOUT 7 MI N/O POLLARD FLAT FR 0.8 REDDING CA 96001 MI S TO 0.7 MI N/O SIMS RD UC AND FROM 0.6 MI S/O CRAG VIEW DR UC TO 0.2 MI S/O S DUNSMUIR UC FED. AID NO. B1IM- 005-8(362)E REPLACE BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.500 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,000.0000 11,000.00 0.100 1,100 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,330.0000 232,750.00 20.000 26,600.00 115.000 152,950 004 CONSTRUCTION AREA SIGNS LS 38,500.0000 38,500.00 0.600 23,100 005 TRAFFIC CONTROL SYSTEM LS 135,000.0000 135,000.00 0.114 15,390.00 0.655 88,425 006 FLASHING ARROW SIGN EA 715.0000 5,720.00 6.000 4,290 007 TYPE III BARRICADE EA 137.0000 7,809.00 32.000 4,384 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.3700 334,170.00 1,426.000 3,379.62 42,666.000 101,118 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.8000 8,888.00 756.000 6,652 010 CHANNELIZER (SURFACE MOUNTED) EA 43.0000 430.00 10.000 430 011 PLASTIC TRAFFIC DRUMS EA 27.5000 4,950.00 180.000 4,950 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 51,501.0000 51,501.00 0.114 5,871.11 0.655 33,733 013 TEMPORARY RAILING (TYPE K) LF 17.3600 390,600.00 11,600.000 201,376 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,502.0000 33,012.00 5.000 27,510 015 TEMPORARY TRAFFIC SCREEN LF 1.0000 12,600.00 8,320.000 8,320 016 PORTABLE VEHICLE SPEED FEEDBACK SIGNS LS 4,407.0000 4,407.00 0.114 502.40 0.655 2,886 017 TRAFFIC CONTROL SURVEILLANCE LS 27,500.0000 27,500.00 0.050 1,375.00 1.000 27,500 018 JOB SITE MANAGEMENT LS 42,750.0000 42,750.00 0.114 4,873.50 0.655 28,001 019 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.500 1,250 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 9,500.00 9.000 4,500 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 490.0000 18,620.00 6.000 2,940 022 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 09/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 10:31 AM ESTIMATE NO. 008 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 09/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 1,540.0000 3,080.00 0.000 0 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 1,500.00 0.000 0 025 TEMPORARY COVER SQYD 2.6100 36,801.00 6,191.000 16,158 026 TEMPORARY CHECK DAM LF 10.2500 4,100.00 30.000 307 027 TEMPORARY DRAINAGE INLET PROTECTION EA 504.0000 4,032.00 8.000 4,032 028 TEMPORARY FIBER ROLL LF 5.2500 15,750.00 0.000 0 029 TEMPORARY CONSTRUCTION ENTRANCE EA 6,818.0000 40,908.00 0.000 0 030 STREET SWEEPING LS 19,000.0000 19,000.00 0.114 2,166.00 0.655 12,445 031 TEMPORARY CONCRETE WASHOUT LS 11,850.0000 11,850.00 0.114 1,350.90 0.655 7,761 032 ASBESTOS COMPLIANCE PLAN LS 1,865.0000 1,865.00 0.600 1,119 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.7600 33,264.00 13,148.000 23,140 STRIPE (HAZARDOUS WASTE) 034 TREATED WOOD WASTE LB 0.1100 2,519.00 0.000 0 035 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 22,970.0000 22,970.00 0.500 11,485 036 BAT AND BIRD EXCLUSION DEVICE LS 92,285.0000 92,285.00 0.800 73,828 037 INVASIVE SPECIES CONTROL LS 51,415.0000 51,415.00 1.000 51,415 038 REMOVE CONCRETE (CY) CY 390.0000 8,580.00 22.000 8,580 039 TEMPORARY HIGH-VISIBILITY FENCE LF 8.0000 5,440.00 837.000 6,696 040 CLEARING AND GRUBBING (LS) LS 21,500.0000 21,500.00 1.000 21,500 041 ROADWAY EXCAVATION CY 59.0000 230,100.00 938.100 55,347.90 2,949.730 174,034 042 ROCK EXCAVATION CY 74.0000 123,580.00 1,662.000 122,988 043 SHOULDER BACKING TON 110.0000 17,600.00 43.880 4,826 044 STRUCTURE EXCAVATION (BRIDGE) CY 111.0000 134,865.00 296.000 32,856.00 989.000 109,779 (F) 045 STRUCTURE EXCAVATION (RETAINING WALL) CY 97.0000 92,829.00 957.000 92,829 (F) 046 STRUCTURE BACKFILL (BRIDGE) CY 200.0000 222,000.00 216.000 43,200.00 434.000 86,800 (F) 047 STRUCTURE BACKFILL (RETAINING WALL) CY 142.0000 107,920.00 760.000 107,920 (F) 048 PERVIOUS BACKFILL MATERIAL (RETAINING CY 280.0000 12,600.00 45.000 12,600 (F) WALL) 049 IMPORTED BORROW (CY) CY 74.0000 51,800.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 10:31 AM ESTIMATE NO. 008 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 09/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDROSEED SQFT 0.2500 15,400.00 0.000 0 051 CLASS 2 AGGREGATE BASE (CY) CY 125.0000 213,750.00 632.100 79,012.50 1,393.400 174,175 052 HOT MIX ASPHALT (TYPE A) TON 195.0000 856,050.00 3,007.190 586,402 053 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 228.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 200.00 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 440.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 5,840.00 0.000 0 057 PLACE HOT MIX ASPHALT SQYD 7.0000 25,620.00 4,871.410 34,099 (MISCELLANEOUS AREA) 058 TACK COAT TON 950.0000 3,230.00 0.000 0 059 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 11,840.00 300.000 2,400.00 826.000 6,608 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 46,080.00 2,979.000 35,748 061 RAIL ELEMENT WALL SQFT 44.0000 5,280.00 0.000 0 062 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 232.0000 1,223,568.00 989.000 229,448.00 3,913.430 907,915 063 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 723.0000 274,017.00 207.800 150,239 (F) 064 STRUCTURAL CONCRETE, BRIDGE CY 1,400.0000 861,000.00 59.900 83,860.00 348.000 487,200 (F) 065 STRUCTURAL CONCRETE, BRIDGE CY 1,665.0000 907,425.00 125.900 209,623 (F) (POLYMER FIBER) 066 STRUCTURAL CONCRETE, RETAINING WALL CY 935.0000 235,620.00 252.000 235,620 (F) 067 STRUCTURAL CONCRETE, APPROACH SLAB CY 925.0000 488,400.00 144.100 133,292 (F) (TYPE N) 068 STRUCTURAL CONCRETE, DRAINAGE INLET CY 7,700.0000 107,800.00 1.397 10,756.90 9.980 76,846 (F) 069 MINOR CONCRETE (MINOR STRUCTURE) CY 9,350.0000 19,635.00 1.754 16,399 (F) 070 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,400.0000 460,200.00 7.000 247,800 WIDE FLANGE GIRDER (80'-90') 071 FURNISH PRECAST PRESTRESSED CONCRETE EA 56,000.0000 672,000.00 7.000 392,000.00 7.000 392,000 WIDE FLANGE GIRDER (110'-120') 072 ERECT PRECAST PRESTRESSED CONCRETE EA 7,500.0000 187,500.00 7.000 52,500.00 14.000 105,000 GIRDER 073 JOINT SEAL (MR 1") LF 42.0000 16,884.00 0.000 0 074 BAR REINFORCING STEEL (BRIDGE) LB 2.8000 307,020.00 5,467.000 15,307.60 51,319.000 143,693 (F) 075 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3400 43,818.00 32,700.000 43,818 (F) 076 BAR REINFORCING STEEL (EPOXY COATED) LB 3.0000 251,880.00 14,027.000 42,081.00 33,422.000 100,266 (F) (BRIDGE) PROGRAM CAS145 PAGE 4 DATE 09/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 10:31 AM ESTIMATE NO. 008 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 09/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 HEADED BAR REINFORCEMENT EA 27.0000 1,728.00 8.000 216.00 32.000 864 (F) 078 PUBLIC SAFETY PLAN LS 5,166.0000 5,166.00 1.000 5,166 079 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2400 7,266.00 4,346.000 1,043 080 FURNISH POLYESTER CONCRETE OVERLAY CF 88.0000 222,200.00 338.000 29,744 081 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.0000 151,375.00 4,342.000 21,710 (F) 082 BRIDGE REMOVAL, LOCATION A LS 130,000.0000 130,000.00 0.580 75,400 083 BRIDGE REMOVAL, LOCATION B LS 135,000.0000 135,000.00 0.480 64,800.00 1.000 135,000 084 18" ALTERNATIVE PIPE CULVERT LF 440.0000 154,000.00 329.700 145,068 085 24" ALTERNATIVE PIPE CULVERT LF 440.0000 259,600.00 55.000 24,200.00 467.900 205,876 086 12" CORRUGATED STEEL PIPE (.079" THICK) LF 330.0000 990.00 2.500 825 087 18" CORRUGATED STEEL PIPE (.109" THICK) LF 440.0000 15,400.00 21.700 9,548 088 24" CORRUGATED STEEL PIPE (.109" THICK) LF 495.0000 7,425.00 0.000 0 089 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 55.0000 5,335.00 0.000 0 090 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 192.0000 23,040.00 44.800 8,601 (.109" THICK) 091 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 275.0000 10,175.00 0.000 0 (.109" THICK) 092 18" ANCHOR ASSEMBLY EA 770.0000 6,930.00 2.000 1,540 093 24" ANCHOR ASSEMBLY EA 1,100.0000 3,300.00 0.000 0 094 36" CORRUGATED STEEL PIPE INLET LF 1,210.0000 18,150.00 7.500 9,075 (.109" THICK) 095 18" STEEL FLARED END SECTION EA 1,870.0000 1,870.00 1.000 1,870 096 18" ALTERNATIVE FLARED END SECTION EA 1,980.0000 1,980.00 1.000 1,980 097 24" ALTERNATIVE FLARED END SECTION EA 1,430.0000 5,720.00 3.000 4,290 098 36" PRECAST CONCRETE PIPE INLET LF 2,751.0000 30,261.00 10.400 28,610 099 REMOVE CULVERT (LF) LF 99.0000 104,940.00 193.800 19,186.20 891.600 88,268 100 REMOVE DOWNDRAIN (EA) EA 2,751.0000 16,506.00 3.000 8,253 101 REMOVE INLET EA 2,751.0000 35,763.00 2.000 5,502.00 10.000 27,510 102 REMOVE EDGE DRAIN LF 8.0000 7,200.00 810.000 6,480 103 ROCK SLOPE PROTECTION CY 641.0000 8,333.00 10.300 6,602 (20 LB, CLASS I, METHOD B) (CY) PROGRAM CAS145 PAGE 5 DATE 09/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 10:31 AM ESTIMATE NO. 008 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 09/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 208.00 41.100 164 105 MINOR CONCRETE (TEXTURED PAVING) CY 3,000.0000 27,000.00 0.000 0 106 MISCELLANEOUS IRON AND STEEL LB 7.0000 24,661.00 239.000 1,673.00 2,575.000 18,025 (F) 107 PREPARE AND STAIN CONCRETE SQFT 86.0000 39,560.00 0.000 0 108 ELEVATED DOUBLE TWISTED WIRE MESH SQFT 5.7500 328,900.00 57,200.000 328,900 DRAPERY SYSTEM 109 REMOVE CHAIN LINK FENCE LF 6.6000 5,412.00 816.000 5,385 110 REMOVE PAVEMENT MARKER EA 2.5000 2,200.00 742.000 1,855 111 DELINEATOR (CLASS 2) EA 44.0000 484.00 0.000 0 112 PAVEMENT MARKER EA 14.0000 16,380.00 0.000 0 (RETROREFLECTIVE-RECESSED) 113 MARKER (CULVERT) EA 50.0000 1,200.00 0.000 0 114 REMOVE ROADSIDE SIGN (WOOD POST) EA 132.0000 528.00 0.000 0 115 REMOVE ROADSIDE SIGN (STEEL POST) EA 250.0000 2,250.00 0.000 0 116 RELOCATE ROADSIDE SIGN EA 275.0000 1,650.00 0.000 0 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 795.00 0.000 0 (0.080"-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 780.00 0.000 0 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 270.00 0.000 0 (0.063"- FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 900.00 0.000 0 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 121 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 650.00 0.000 0 122 ROADSIDE SIGN - ONE POST EA 291.0000 3,201.00 0.000 0 123 ROADSIDE SIGN - TWO POST EA 715.0000 1,430.00 0.000 0 124 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 250.00 0.000 0 METHOD) 125 RECONSTRUCT TURNABLE ROADSIDE SIGN EA 2,150.0000 4,300.00 0.000 0 126 MIDWEST GUARDRAIL SYSTEM LF 25.0000 22,500.00 0.000 0 127 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 30.0000 28,200.00 275.000 8,250 128 VEGETATION CONTROL (MINOR CONCRETE) SQYD 165.0000 3,300.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 09/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 10:31 AM ESTIMATE NO. 008 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 09/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 TUBULAR BICYCLE RAILING LF 105.0000 88,515.00 0.000 0 (F) 130 TRANSITION RAILING (TYPE WB-31) EA 3,431.0000 13,724.00 1.000 3,431 131 END CAP (TYPE A) EA 165.0000 330.00 1.000 165 132 END ANCHOR ASSEMBLY (TYPE SFT) EA 765.0000 1,530.00 1.000 765 133 INTERMEDIATE ANCHOR ASSEMBLY EA 765.0000 765.00 0.000 0 134 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,525.0000 14,100.00 1.000 3,525 135 CONCRETE BARRIER (TYPE 60M) LF 126.0000 461,160.00 0.000 0 136 CONCRETE BARRIER (TYPE 60MA) LF 115.0000 37,145.00 0.000 0 137 CONCRETE BARRIER (TYPE 60MC) LF 132.0000 155,760.00 0.000 0 138 CONCRETE BARRIER TYPE 60MP MOD LF 1,210.0000 26,620.00 0.000 0 139 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 194.0000 163,542.00 404.400 78,453 (F) 140 REMOVE GUARDRAIL LF 3.0000 6,270.00 600.000 1,800 141 SALVAGE METAL BRIDGE RAILING LF 11.0000 5,786.00 273.660 3,010 142 REMOVE CONCRETE BARRIER LF 21.0000 101,850.00 4,847.000 101,787 143 THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 7,700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 144 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 920.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 145 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 19,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 146 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3800 69,828.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 147 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 9,450.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 148 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 27,200.00 8,561.000 8,561 149 12" RUMBLE STRIP STA 97.0000 12,610.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 150 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 0.500 2,750 SYSTEM ELEMENTS DURING CONSTRUCTION 151 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 152 CONDUIT SYSTEM LS 27,500.0000 27,500.00 0.000 0 153 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 154 MODIFYING EXISTING ELECTRICAL SYSTEM LS 386,000.0000 386,000.00 0.310 119,660 PROGRAM CAS145 PAGE 7 DATE 09/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 10:31 AM ESTIMATE NO. 008 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 09/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 155 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 156 PORTABLE SOLAR LED LIGHT TOWER LS 70,000.0000 70,000.00 0.114 7,980.00 0.655 45,850 PROGRAM CAS145 PAGE 8 DATE 09/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 10:31 AM ESTIMATE NO. 008 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 09/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,223,835.63 7,321,572.11 ADJUSTMENT OF COMPENSATION 4,950.00 4,950.00 EXTRA WORK 41,002.58 169,289.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,269,788.21 7,495,811.57 157 MOBILIZATION LS 1,400,000.0000 1,400,000.00 0.050 70,000.00 1.000 1,400,000 ORIGINAL CONTRACT AMOUNT 14,989,652.00 TOTAL WORK COMPLETED 1,339,788.21 8,895,811.57 MATERIALS ON HAND ON SITE -361,340.00 467,034.00 DEDUCTIONS -14,000.00 -64,000.00 TOTAL 964,448.21 9,298,845.57 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 09/06/19 175 02/03/20 10/31/19 12/17/20 115 106 0 0 58% 66% PROGRESS IS SATISFACTORY NICOLE MALLORY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/20