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 02/24/25 EST. NO. 025 TIME 10:25 AM R.E. NAME: DAVID COOPER/ KEVIN MURDOCK 05-1F79A4 --------------------------------------------------------------------------- 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 0100 1,979.46 E.W. @ F.A.(+) 071624 N 0163.1 0101 2,834.45 071724 N 0164.1 0102 29.90 071224 N 0174.1 0103 6,656.60 080124 N 0179.1 0104 515.13 071224 N 0196.1 0105 601.61 091124 N 0201.1 0107 2,574.26 071824 N 0165.3 0108 7,770.26 122324 N 0252.0 0109 2,310.79 092324 N 0224.0 0111 5,337.77 110624 N 0232.0 0112 603.63 091924 N 0246.0 0113 243.03 092324 N 0250.0 0114 2,717.59 020424 N 0217.2 005 0010 3,570.04 E.W. @ F.A.(+) 071924 N 0166.0 0011 3,506.65 072224 N 0167.0 0012 3,249.34 072524 N 0168.0 0013 2,573.49 072624 N 0169.0 0014 5,381.98 072924 N 0170.0 0016 7,496.99 073124 N 0172.0 0019 1,729.75 071824 N 0165.1 0025 2,927.80 081524 N 0186.0 0026 2,529.40 081924 N 0188.0 0027 2,529.40 082024 N 0189.0 0028 5,967.77 082124 N 0190.0 0030 3,172.95 082624 N 0192.0 0031 1,908.24 082724 N 0193.0 0032 3,149.67 082924 N 0194.0 0033 2,911.42 083024 N 0195.0 0034 1,526.25 080724 N 0198.0 0035 297.00 080124 N 0199.0 0036 7,767.71 081624 N 0200.0 0046 1,163.80 071824 N 0165.5 0047 5,153.30 092024 N 0218.0 0048 6,736.40 091924 N 0219.0 0049 597.73 091824 N 0221.0 0050 8,955.82 091924 N 0222.0 0051 429.93 092024 N 0223.0 0052 209.77 110724 N 0234.0 0054 517.17 012624 N 0251.0 008 0005 225.08 E.W. @ F.A.(+) 101624 N 0226.0 0006 2,979.86 101724 N 0227.0 0007 2,405.44 102124 N 0240.0 011 0011 5,840.65 E.W. @ F.A.(+) 123123 N 0207.0 0012 5,840.65 013124 N 0208.0 0013 5,463.83 022924 N 0209.0 0022 2,449.30 033124 N 0210.2 012 0011 7,175.73 E.W. @ F.A.(+) 122324 N 0237.0 0012 594.00 011525 N 0253.0 015 0001 4,644.66 E.W. @ F.A.(+) 110424 N 0228.0 0002 6,452.29 110524 N 0229.0 0003 5,248.42 110624 N 0231.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/24/25 EST. NO. 025 TIME 10:25 AM R.E. NAME: DAVID COOPER/ KEVIN MURDOCK 05-1F79A4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0004 743.36 110724 N 0233.0 0005 4,392.15 110724 N 0235.0 0006 2,740.71 110824 N 0236.0 0007 6,850.75 100224 N 0239.0 0008 19.17 103124 N 0241.0 0009 1,292.83 112824 N 0242.0 0010 569.94 110424 N 0243.0 0011 543.13 110524 N 0244.0 0012 298.38 110624 N 0245.0 0013 46.07 111124 N 0248.0 0014 1,210.00 111424 N 0249.0 016 0001 3,884.02 E.W. @ F.A.(+) 080724 N 0177.0 0002 848.01 080824 N 0178.0 019 0001 20,645.50 E.W. @ L.S.(+) 020725 N 00019 213,538.18 TOTAL THIS ESTIMATE 121,823.11 TOTAL PREVIOUS ESTIMATE 335,361.29 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 02/24/25 EST. NO. 025 TIME 10:25 AM R.E. NAME: DAVID COOPER/ KEVIN MURDOCK 05-1F79A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL CEM-4401 2023 -10,000.00 014 ANNUAL CEM-4401 2023 10,000.00 015 PERF WITHHOLD -20,000.00 016 RELEASE PERF HOLD 16 20,000.00 018 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -6,000.00 011 MISS PAYROLLS -6,000.00 012 MISS PAYROLLS -4,000.00 013 RECD PYRLS 11 & 12 12,000.00 013 MISS PAYROLLS -6,000.00 014 MISS PAYROLLS -6,000.00 015 RECD PAYROLLS 13 4,000.00 015 RECD PAYROLLS 14&15 12,000.00 016 MISSING PAYROLL 017 -2,000.00 018 MISSING PAYROLLS -10,000.00 019 REC'D PAYROLLS 17&19 12,000.00 020 MISSING PAYROLLS -10,000.00 022 REC'D PAYROLLS #22 10,000.00 023 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F79A4 TIME 10:25 AM ESTIMATE NO. 025 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: DAVID COOPER/ KEVIN MURDOCK DATE OF THIS ESTIMATE 02/24/25 LOCATION PROGRESS ESTIMATE 05-SB-101-55.9/56.2 ----------------- SOUZA CONSTRUCTION INC IN SANTA BARBARA COUNTY NEAR PO BOX 3810 BUELLTON FROM 0.1 MILE SOUTH OF SAN LUIS OBISPO CA 93403 NOJOQUI CREEK BRIDGE TO 0.3 MILE SOUTH OF SANTA ROSA ROAD OVERCROSSING FED. AID NO. N O N E BRIDGE RAIL UPGRADE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,725.0000 1,725.00 1.000 1,725 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,875.0000 2,875.00 1.000 2,875 003 TIME-RELATED OVERHEAD (WDAY) WDAY 633.0000 93,684.00 3.000 1,899.00 157.000 99,381 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 5.000 10,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 15.000 3,000 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 17,000.0000 17,000.00 1.000 17,000 007 TRAFFIC CONTROL SYSTEM LS 220,000.0000 220,000.00 1.000 220,000 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.6000 1,518.00 413.000 1,899 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8100 17,658.00 36,108.000 29,247 010 CHANNELIZER (SURFACE MOUNTED) EA 52.0000 13,000.00 244.000 12,688 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 64.0000 11,392.00 178.000 11,392 SYSTEM DAY 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 1.000 10,000 013 TEMPORARY RAILING (TYPE K) LF 29.0000 106,140.00 3,660.000 106,140 014 TEMPORARY CRASH CUSHION MODULE EA 362.0000 10,136.00 28.000 10,136 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,050.0000 16,100.00 2.000 16,100 016 TEMPORARY RADAR SPEED FEEDBACK EA 8,800.0000 17,600.00 2.000 17,600 SIGN SYSTEM 017 JOB SITE MANAGEMENT LS 32,000.0000 32,000.00 1.000 32,000 018 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 9,000.00 4.000 2,000.00 19.000 9,500 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 575.0000 4,025.50 9.000 5,175 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 022 MOVE-IN/MOVE-OUT EA 345.0000 1,725.00 1.000 345 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F79A4 TIME 10:25 AM ESTIMATE NO. 025 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: DAVID COOPER/ KEVIN MURDOCK DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 2.2000 17,050.00 0.000 0 (BONDED FIBER MATRIX) 024 TEMPORARY CHECK DAM LF 13.0000 2,600.00 55.000 715 025 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 400.00 1.000 400 026 TEMPORARY FIBER ROLL LF 6.0000 9,180.00 920.000 5,520 027 TEMPORARY GRAVEL BAG BERM LF 11.0000 4,400.00 0.000 0 028 TEMPORARY LARGE SEDIMENT BARRIER LF 22.5000 21,825.00 260.000 5,850 029 TEMPORARY CONSTRUCTION ENTRANCE EA 3,300.0000 13,200.00 0.000 0 030 STREET SWEEPING LS 24,000.0000 24,000.00 1.000 24,000 031 TEMPORARY CONCRETE WASHOUT LS 9,000.0000 9,000.00 1.000 9,000 032 TREATED WOOD WASTE LB 0.6900 7,935.00 7,180.000 4,954 033 BIRD AND BAT EXCLUSION DEVICES LS 48,432.0000 48,432.00 1.000 48,432 034 TEMPORARY HIGH-VISIBILITY FENCE LF 22.0000 154.00 7.000 154 035 CLEARING AND GRUBBING (LS) LS 69,000.0000 69,000.00 1.000 69,000 036 ROADWAY EXCAVATION CY 37.0000 134,310.00 3,700.000 136,900 037 SHOULDER BACKING TON 136.0000 4,760.00 35.000 4,760 038 STRUCTURE EXCAVATION (BRIDGE) CY 633.7500 111,540.00 176.000 111,540 (F) 039 STRUCTURE EXCAVATION (ROCK) CY 195.0000 57,330.00 294.000 57,330 (F) 040 STRUCTURE EXCAVATION (RETAINING WALL) CY 122.0000 18,788.00 154.000 18,788 (F) 041 STRUCTURE BACKFILL (BRIDGE) CY 194.0000 54,902.00 283.000 54,902 (F) 042 STRUCTURE BACKFILL (RETAINING WALL) CY 160.0000 13,120.00 82.000 13,120 (F) 043 ROADSIDE CLEARING LS 9,000.0000 9,000.00 1.000 9,000 044 SOIL AMENDMENT CY 258.0000 774.00 3.400 877 045 ORGANIC FERTILIZER LB 9.0000 189.00 21.000 189 046 PLANT (GROUP H) EA 28.0000 10,080.00 360.000 10,080 047 PLANT (GROUP O) EA 11.5000 1,150.00 100.000 1,150 048 PLANT (GROUP M) EA 35.0000 2,765.00 79.000 2,765 049 PLANT (GROUP A) EA 39.0000 195.00 5.000 195 PROGRAM CAS145 PAGE 3 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F79A4 TIME 10:25 AM ESTIMATE NO. 025 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: DAVID COOPER/ KEVIN MURDOCK DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT ESTABLISHMENT WORK LS 27,600.0000 27,600.00 0.070 1,932.00 0.190 5,244 051 WOOD MULCH CY 253.0000 1,771.00 7.000 1,771 052 FOLIAGE PROTECTOR EA 58.0000 1,450.00 25.000 1,450 053 ROOT PROTECTOR EA 51.0000 1,275.00 25.000 1,275 054 TEMPORARY IRRIGATION SYSTEM LS 14,000.0000 14,000.00 1.000 14,000 055 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 345.0000 345.00 1.000 345 056 FIBER ROLLS LF 6.0000 4,185.00 480.000 2,880 057 HYDROSEED SQFT 0.1500 3,906.00 27,900.000 4,185 058 COMPOST (CY) CY 89.0000 7,120.00 80.000 7,120 059 CLASS 2 AGGREGATE BASE (CY) CY 99.0000 93,060.00 931.000 92,169 060 HOT MIX ASPHALT (TYPE A) TON 259.0000 124,320.00 642.240 166,340 061 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 228.0000 323,760.00 1,026.800 234,110 062 HOT MIX ASPHALT (BRIDGE) TON 357.0000 57,120.00 130.000 46,410 063 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 12.6500 3,415.50 288.000 3,643 064 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.6500 1,897.50 150.000 1,897 065 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.6500 632.50 357.000 4,516 066 PLACE HOT MIX ASPHALT SQYD 97.7500 1,173.00 3.290 321 (MISCELLANEOUS AREA) 067 TACK COAT TON 3,500.0000 21,000.00 5.900 20,650 068 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 56,580.00 9,166.400 54,998 069 FURNISH STEEL PILING (HP 14 X 89) LF 0.0000 0.00 0.000 0 070 DRIVE STEEL PILE (HP 14 X 89) EA 3,450.0000 31,050.00 9.000 31,050 071 FURNISH 16" CAST-IN-STEEL SHELL LF 64.0000 41,536.00 649.000 41,536 CONCRETE PILING 072 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 4,893.1800 269,124.90 55.000 269,124 PILE 073 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,000.0000 88,000.00 88.000 88,000 (F) 074 STRUCTURAL CONCRETE, BRIDGE CY 2,050.0000 401,800.00 196.000 401,800 (F) 075 STRUCTURAL CONCRETE, BRIDGE CY 1,920.0000 359,040.00 187.000 359,040 (F) (POLYMER FIBER) 076 STRUCTURAL CONCRETE, RETAINING WALL CY 970.0000 79,540.00 82.000 79,540 (F) PROGRAM CAS145 PAGE 4 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F79A4 TIME 10:25 AM ESTIMATE NO. 025 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: DAVID COOPER/ KEVIN MURDOCK DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRILL AND BOND DOWEL LF 33.0000 41,679.00 1,134.610 37,442 078 FURNISH PRECAST PRESTRESSED EA 0.0000 0.00 0.000 0 CONCRETE RECTANGULAR GIRDER (30'-40') 079 FURNISH PRECAST PRESTRESSED EA 0.0000 0.00 0.000 0 CONCRETE RECTANGULAR GIRDER (40'-50') 080 ERECT PRECAST PRESTRESSED CONCRETE EA 7,688.5000 92,262.00 12.000 92,262 GIRDER 081 JOINT SEAL (MR 1") LF 83.0000 6,308.80 53.750 4,461 082 JOINT SEAL (ASPHALTIC PLUG) LF 770.0000 72,380.00 94.000 72,380 083 BAR REINFORCING STEEL (BRIDGE) LB 3.1000 292,314.50 94,297.000 292,320 (F) 084 BAR REINFORCING STEEL (RETAINING WALL) LB 2.6800 45,895.00 17,125.000 45,895 (F) 085 HEADED BAR REINFORCEMENT EA 85.0000 6,120.00 72.000 6,120 (F) 086 REMOVE ASPHALT CONCRETE SURFACING SQFT 15.0000 15,345.00 1,023.000 15,345 087 REFINISH BRIDGE DECK SQFT 250.0000 5,000.00 20.000 5,000 088 BRIDGE REMOVAL (PORTION), LOCATION A LS 103,000.0000 103,000.00 1.000 103,000 089 BRIDGE REMOVAL (PORTION), LOCATION B LS 84,000.0000 84,000.00 1.000 84,000 090 CARBON FIBER REINFORCED POLYMER STRIPS LF 83.0000 140,602.00 1,719.000 142,677 091 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 69.0000 3,450.00 50.000 3,450 (.079" THICK) 092 18" ENTRANCE TAPER EA 771.0000 771.00 1.000 771 093 18" DOWNDRAIN SLIP JOINT EA 235.0000 235.00 0.000 0 094 18" ANCHOR ASSEMBLY EA 250.0000 250.00 1.000 250 095 ROCK SLOPE PROTECTION CY 137.0000 345,240.00 2,520.000 345,240 (1T, CLASS VIII, METHOD A) 096 ROCK SLOPE PROTECTION CY 348.0000 8,352.00 12.000 4,176 (20 LB, CLASS I, METHOD B) (CY) 097 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.5000 13,685.00 1,631.000 13,863 098 REMOVE PAVEMENT MARKER EA 1.1500 483.00 378.000 434 099 DELINEATOR (CLASS 1) EA 75.0000 825.00 11.000 825 100 GUARD RAILING DELINEATOR EA 63.0000 4,788.00 76.000 4,788 101 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.5000 5,980.00 354.000 4,071 102 MILEPOST MARKER EA 126.5000 253.00 2.000 253 103 OBJECT MARKER (TYPE L) EA 126.5000 1,012.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F79A4 TIME 10:25 AM ESTIMATE NO. 025 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: DAVID COOPER/ KEVIN MURDOCK DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 OBJECT MARKER (TYPE P) EA 143.7500 1,150.00 4.000 575 105 REMOVE ROADSIDE SIGN EA 862.0000 6,034.00 7.000 6,034 106 FURNISH LAMINATED PANEL SIGN SQFT 35.0000 5,250.00 150.000 5,250 (2 1/2"-TYPE B) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 351.00 27.000 351 (0.063"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 1,620.00 120.000 1,620 (0.080"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 1,219.00 53.000 1,219 (0.080"-FRAMED) 110 ROADSIDE SIGN - ONE POST EA 517.0000 1,551.00 3.000 1,551 111 ROADSIDE SIGN - TWO POST EA 1,552.5000 6,210.00 4.000 6,210 112 INSTALL ROADSIDE SIGN EA 2,415.0000 2,415.00 1.000 2,415 (LAMINATED WOOD BOX POST) 113 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 3,220.0000 6,440.00 2.000 6,440 114 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 69.0000 20,010.00 273.000 18,837 115 VEGETATION CONTROL (MINOR CONCRETE) SQYD 117.0000 42,120.00 360.000 42,120 116 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 126.5000 11,132.00 88.000 11,132 (STEEL POST) 117 TRANSITION RAILING (TYPE WB-31) EA 6,325.0000 18,975.00 3.000 18,975 118 RAIL TENSIONING ASSEMBLY EA 977.0000 977.00 1.000 977 119 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,577.0000 11,154.00 2.000 11,154 120 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 14,087.0000 14,087.00 1.000 14,087 121 CONCRETE BARRIER (TYPE 60MS TRANSITION LF 609.0000 9,135.00 15.000 9,135 MODIFIED) 122 CONCRETE BARRIER (TYPE 80) LF 300.0000 354,600.00 1,182.000 354,600 (F) 123 REMOVE GUARDRAIL LF 16.0000 4,512.00 279.000 4,464 124 REMOVE CONCRETE BARRIER LF 83.0000 1,245.00 29.000 2,407 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 161.00 358.000 411 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 8,484.00 7,680.000 9,216 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 127 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7300 24,393.00 15,737.000 27,225 (ENHANCED WET NIGHT VISIBILITY) 128 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 129 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 11.5000 1,610.00 168.000 1,932 MARKING (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 6 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F79A4 TIME 10:25 AM ESTIMATE NO. 025 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: DAVID COOPER/ KEVIN MURDOCK DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.0000 0.00 0.000 0 131 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 0.0000 0.00 0.000 0 132 12" RUMBLE STRIP STA 227.0000 9,534.00 43.250 9,817 (ASPHALT CONCRETE PAVEMENT) 133 CONDUIT SYSTEM LS 46,000.0000 46,000.00 1.000 46,000 134 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 135 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 1,449.00 604.000 1,389 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 7 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F79A4 TIME 10:25 AM ESTIMATE NO. 025 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: DAVID COOPER/ KEVIN MURDOCK DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,831.00 5,040,812.83 ADJUSTMENT OF COMPENSATION 0.00 -107,356.08 EXTRA WORK 213,538.18 442,717.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 219,369.18 5,376,174.12 136 MOBILIZATION LS 275,000.5000 275,000.50 1.000 275,000 ORIGINAL CONTRACT AMOUNT 5,441,692.40 TOTAL WORK COMPLETED 219,369.18 5,651,174.62 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 219,369.18 5,651,174.62 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 10/06/22 438 10/24/22 10/24/22 11/03/25 226 181 6 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY DAVID COOPER/ KEVIN MURDOCK RESIDENT ENGINEER