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 04/15/22 EST. NO. 020 TIME 09:36 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 --------------------------------------------------------------------------- 011 0044 10,884.09 E.W. @ F.A.(+) 061421 N HSC044 0045 10,907.81 031622 N 0013.0 0045-1 -10,907.81 031622 N 0013.0 DAO CORRECTING ENTRY 014 0001 46,221.25 A.C. @ L.S.(+) 021122 N JFS001 017 0010 -8,828.24 A.C. @ U.P.(-) 121321 N JFS010 48,277.10 TOTAL THIS ESTIMATE 441,736.71 TOTAL PREVIOUS ESTIMATE 490,013.81 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 04/15/22 EST. NO. 020 TIME 09:36 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 DEDUCT SCHE 2 -10,000.00 009 SCHEDULES 3 -10,000.00 010 DEDUCT SCHEDULES 4 -10,000.00 011 OUT OF STATE INSPECT -1,000.00 013 RETURN SCHEDULE 1 10,000.00 013 RETURN SCHEDULE 2 10,000.00 013 PILE#9 ANOMALY DEDUT -500.00 014 ANCHOR BOLTS WITHHOD -10,000.00 015 RELEASE SCHEDULES 3 10,000.00 015 RETURN ANCHOR BOLTS 10,000.00 016 MISSING CEM4401 2020 -10,000.00 017 MISSING CEM4401 2021 -10,000.00 017 RTN JULY4 DISTINCENT 50,000.00 017 RELEASE SCHEDULE 4 10,000.00 018 WITHHOLD ITEM 1,2,35 -10,000.00 018 RCVD CEM4401 2020 10,000.00 019 RCVD CEM4401 2021 10,000.00 019 0.00 -11,500.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 017 RCVD CEM2402F 10,000.00 018 0.00 0.00 LABOR COMPLIANCE VIOLATION LETTER 9/20 DUDUCT -4,000.00 008 RETURN 9/20 DEDUCT 4,000.00 009 PER LTR 11/20 -3,000.00 010 RELEASE 11/20 DEDUCT 3,000.00 011 0.00 0.00 TOTAL DEDUCTIONS 0.00 -11,500.00 PROGRAM CAS145 PAGE 1 DATE 04/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 09:36 AM ESTIMATE NO. 020 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 08/17/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/15/22 LOCATION RERUN FINAL 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 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,000.0000 11,000.00 1.000 11,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,330.0000 232,750.00 187.000 248,710 004 CONSTRUCTION AREA SIGNS LS 38,500.0000 38,500.00 1.000 38,500 005 TRAFFIC CONTROL SYSTEM LS 135,000.0000 135,000.00 1.000 135,000 006 FLASHING ARROW SIGN EA 715.0000 5,720.00 8.000 5,720 007 TYPE III BARRICADE EA 137.0000 7,809.00 32.000 4,384 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.3700 334,170.00 105,045.000 248,956 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.8000 8,888.00 1,008.000 8,870 010 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 1.000 51,501 013 TEMPORARY RAILING (TYPE K) LF 17.3600 390,600.00 20,300.000 352,408 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,502.0000 33,012.00 6.000 33,012 015 TEMPORARY TRAFFIC SCREEN LF 1.0000 12,600.00 12,460.000 12,460 016 PORTABLE VEHICLE SPEED FEEDBACK SIGNS LS 4,407.0000 4,407.00 1.000 4,407 017 TRAFFIC CONTROL SURVEILLANCE LS 27,500.0000 27,500.00 1.000 27,500 018 JOB SITE MANAGEMENT LS 42,750.0000 42,750.00 1.000 42,750 019 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 9,500.00 12.000 6,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 490.0000 18,620.00 7.000 3,430 022 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 PROGRAM CAS145 PAGE 2 DATE 04/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 09:36 AM ESTIMATE NO. 020 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 08/17/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/15/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,100.000 36,801 026 TEMPORARY CHECK DAM LF 10.2500 4,100.00 55.000 563 027 TEMPORARY DRAINAGE INLET PROTECTION EA 504.0000 4,032.00 12.000 6,048 028 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 1.000 19,000 031 TEMPORARY CONCRETE WASHOUT LS 11,850.0000 11,850.00 1.000 11,850 032 ASBESTOS COMPLIANCE PLAN LS 1,865.0000 1,865.00 1.000 1,865 033 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 12,940.000 1,423 035 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 22,970.0000 22,970.00 1.000 22,970 036 BAT AND BIRD EXCLUSION DEVICE LS 92,285.0000 92,285.00 1.000 92,285 037 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 3,847.330 226,992 042 ROCK EXCAVATION CY 74.0000 123,580.00 1,662.000 122,988 043 SHOULDER BACKING TON 110.0000 17,600.00 152.760 16,803 044 STRUCTURE EXCAVATION (BRIDGE) CY 111.0000 134,865.00 1,215.000 134,865 (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 1,110.000 222,000 (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 51,800.00 698.000 51,652.00 698.000 51,652 PROGRAM CAS145 PAGE 3 DATE 04/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 09:36 AM ESTIMATE NO. 020 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 08/17/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/15/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 93,600.000 23,400 051 CLASS 2 AGGREGATE BASE (CY) CY 125.0000 213,750.00 1,709.780 213,722 052 HOT MIX ASPHALT (TYPE A) TON 195.0000 856,050.00 5,503.190 1,073,122 053 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 228.00 66.000 264 054 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 200.00 112.000 448 055 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 440.00 107.000 428 056 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 5,840.00 2,016.000 8,064 057 PLACE HOT MIX ASPHALT SQYD 7.0000 25,620.00 4,913.900 34,397 (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 1,325.500 10,604 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 46,080.00 5,071.000 60,852 061 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 5,252.560 1,218,593 063 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 723.0000 274,017.00 379.000 274,017 (F) 064 STRUCTURAL CONCRETE, BRIDGE CY 1,400.0000 861,000.00 615.000 861,000 (F) 065 STRUCTURAL CONCRETE, BRIDGE CY 1,665.0000 907,425.00 545.000 907,425 (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 488,400.00 528.000 488,400 (F) (TYPE N) 068 STRUCTURAL CONCRETE, DRAINAGE INLET CY 7,700.0000 107,800.00 14.000 107,800 (F) 069 MINOR CONCRETE (MINOR STRUCTURE) CY 9,350.0000 19,635.00 2.100 19,635 (F) 070 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,400.0000 460,200.00 13.000 460,200 WIDE FLANGE GIRDER (80'-90') 071 FURNISH PRECAST PRESTRESSED CONCRETE EA 56,000.0000 672,000.00 12.000 672,000 WIDE FLANGE GIRDER (110'-120') 072 ERECT PRECAST PRESTRESSED CONCRETE EA 7,500.0000 187,500.00 25.000 187,500 GIRDER 073 JOINT SEAL (MR 1") LF 42.0000 16,884.00 402.000 16,884 074 BAR REINFORCING STEEL (BRIDGE) LB 2.8000 307,020.00 109,650.000 307,020 (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 83,960.000 251,880 (F) (BRIDGE) PROGRAM CAS145 PAGE 4 DATE 04/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 09:36 AM ESTIMATE NO. 020 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 08/17/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/15/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 64.000 1,728 (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 34,719.000 8,332 080 FURNISH POLYESTER CONCRETE OVERLAY CF 88.0000 222,200.00 3,233.000 284,504 081 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.0000 151,375.00 34,617.000 173,085 (F) 082 BRIDGE REMOVAL, LOCATION A LS 130,000.0000 130,000.00 1.000 130,000 083 BRIDGE REMOVAL, LOCATION B LS 135,000.0000 135,000.00 1.000 135,000 084 18" ALTERNATIVE PIPE CULVERT LF 440.0000 154,000.00 347.700 152,988 085 24" ALTERNATIVE PIPE CULVERT LF 440.0000 259,600.00 589.800 259,512 086 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 34.600 15,224 088 24" CORRUGATED STEEL PIPE (.109" THICK) LF 495.0000 7,425.00 12.000 5,940 089 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 55.0000 5,335.00 0.000 0 090 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 192.0000 23,040.00 110.000 21,120 (.109" THICK) 091 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 275.0000 10,175.00 34.000 9,350 (.109" THICK) 092 18" ANCHOR ASSEMBLY EA 770.0000 6,930.00 9.000 6,930 093 24" ANCHOR ASSEMBLY EA 1,100.0000 3,300.00 3.000 3,300 094 36" CORRUGATED STEEL PIPE INLET LF 1,210.0000 18,150.00 14.200 17,182 (.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 4.000 5,720 098 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 1,061.900 105,128 100 REMOVE DOWNDRAIN (EA) EA 2,751.0000 16,506.00 6.000 16,506 101 REMOVE INLET EA 2,751.0000 35,763.00 13.000 35,763 102 REMOVE EDGE DRAIN LF 8.0000 7,200.00 810.000 6,480 103 ROCK SLOPE PROTECTION CY 641.0000 8,333.00 12.500 8,012 (20 LB, CLASS I, METHOD B) (CY) PROGRAM CAS145 PAGE 5 DATE 04/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 09:36 AM ESTIMATE NO. 020 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 08/17/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/15/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 52.000 208 105 MINOR CONCRETE (TEXTURED PAVING) CY 3,000.0000 27,000.00 8.300 24,900 106 MISCELLANEOUS IRON AND STEEL LB 7.0000 24,661.00 3,523.000 24,661 (F) 107 PREPARE AND STAIN CONCRETE SQFT 86.0000 39,560.00 448.000 38,528 108 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 13.000 572 112 PAVEMENT MARKER EA 14.0000 16,380.00 1,059.000 14,826 (RETROREFLECTIVE-RECESSED) 113 MARKER (CULVERT) EA 50.0000 1,200.00 23.000 1,150 114 REMOVE ROADSIDE SIGN (WOOD POST) EA 132.0000 528.00 4.000 528 115 REMOVE ROADSIDE SIGN (STEEL POST) EA 250.0000 2,250.00 9.000 2,250 116 RELOCATE ROADSIDE SIGN EA 275.0000 1,650.00 0.000 0 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 795.00 53.000 795 (0.080"-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 780.00 65.000 780 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 270.00 15.000 270 (0.063"- FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 900.00 50.000 900 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 121 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 650.00 130.000 650 122 ROADSIDE SIGN - ONE POST EA 291.0000 3,201.00 11.000 3,201 123 ROADSIDE SIGN - TWO POST EA 715.0000 1,430.00 2.000 1,430 124 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 250.00 1.000 250 METHOD) 125 RECONSTRUCT TURNABLE ROADSIDE SIGN EA 2,150.0000 4,300.00 2.000 4,300 126 MIDWEST GUARDRAIL SYSTEM LF 25.0000 22,500.00 925.000 23,125 127 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 30.0000 28,200.00 1,162.500 34,875 128 VEGETATION CONTROL (MINOR CONCRETE) SQYD 165.0000 3,300.00 19.600 3,234 PROGRAM CAS145 PAGE 6 DATE 04/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 09:36 AM ESTIMATE NO. 020 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 08/17/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/15/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 88,515.00 843.000 88,515 (F) 130 TRANSITION RAILING (TYPE WB-31) EA 3,431.0000 13,724.00 4.000 13,724 131 END CAP (TYPE A) EA 165.0000 330.00 2.000 330 132 END ANCHOR ASSEMBLY (TYPE SFT) EA 765.0000 1,530.00 2.000 1,530 133 INTERMEDIATE ANCHOR ASSEMBLY EA 765.0000 765.00 1.000 765 134 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,525.0000 14,100.00 4.000 14,100 135 CONCRETE BARRIER (TYPE 60M) LF 126.0000 461,160.00 3,649.000 459,774 136 CONCRETE BARRIER (TYPE 60MA) LF 115.0000 37,145.00 323.000 37,145 137 CONCRETE BARRIER (TYPE 60MC) LF 132.0000 155,760.00 1,173.000 154,836 138 CONCRETE BARRIER TYPE 60MP MOD LF 1,210.0000 26,620.00 22.000 26,620 139 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 194.0000 163,542.00 843.000 163,542 (F) 140 REMOVE GUARDRAIL LF 3.0000 6,270.00 2,237.500 6,712 141 SALVAGE METAL BRIDGE RAILING LF 11.0000 5,786.00 526.000 5,786 142 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 920.00 707.000 707 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 145 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 19,100.00 18,557.000 18,557 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 146 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3800 69,828.00 41,248.000 56,922 (ENHANCED WET NIGHT VISIBILITY) 147 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 9,450.00 3,567.000 8,917 (ENHANCED WET NIGHT VISIBILITY) 148 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 27,200.00 17,378.000 17,378 149 12" RUMBLE STRIP STA 97.0000 12,610.00 129.200 12,532 (ASPHALT CONCRETE PAVEMENT) 150 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 1.000 5,500 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 1.000 27,500 153 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 154 MODIFYING EXISTING ELECTRICAL SYSTEM LS 386,000.0000 386,000.00 1.000 386,000 PROGRAM CAS145 PAGE 7 DATE 04/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 09:36 AM ESTIMATE NO. 020 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 08/17/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/15/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 70,000 PROGRAM CAS145 PAGE 8 DATE 04/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 09:36 AM ESTIMATE NO. 020 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 08/17/21 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 51,652.00 13,656,382.32 ADJUSTMENT OF COMPENSATION 37,393.01 106,281.03 EXTRA WORK 10,884.09 383,732.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 99,929.10 14,146,396.13 157 MOBILIZATION LS 1,400,000.0000 1,400,000.00 1.000 1,400,000 ORIGINAL CONTRACT AMOUNT 14,989,652.00 TOTAL WORK COMPLETED 99,929.10 15,546,396.13 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -11,500.00 TOTAL 99,929.10 15,534,896.13 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/06/19 175 02/03/20 10/31/19 08/17/21 187 259 12 0 100% 100% NICOLE MALLORY RESIDENT ENGINEER