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 12/18/24 EST. NO. 031 TIME 10:06 AM R.E. NAME: ANTHONY GRANADOS/JOHN SCOTT 03-3H93U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 015 0014 6,289.75 E.W. @ F.A.(+) 062423 N 0159.0 028 0001 12,186.75 E.W. @ F.A.(+) 091323 N 0163.0 0002 3,490.76 121423 N 0167.0 0003 13,128.34 092623 N 0164.0 0005 9,325.25 092723 N 0165.0 44,420.85 TOTAL THIS ESTIMATE 5,314,330.09 TOTAL PREVIOUS ESTIMATE 5,358,750.94 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 12/18/24 EST. NO. 031 TIME 10:06 AM R.E. NAME: ANTHONY GRANADOS/JOHN SCOTT 03-3H93U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAIL TO PERFORM SWPP -40,000.00 005 SOURCE INSPECTION WH -10,000.00 005 RTN PARTIAL INSPECT 5,000.00 007 RTN PERFORM SWPP 40,000.00 007 DEDUCT CPM 4/2022 -10,000.00 008 RETURN CPM 4/2022 10,000.00 010 MSSG CEM-4401 2021 -10,000.00 030 MSSG CEM-4401 2022 -10,000.00 030 MSSG CEM-4401 2023 -10,000.00 030 MSSG CEM-4401 2024 -10,000.00 030 0.00 -45,000.00 EQUAL EMPLOYMENT OPPORTUNITY MSSG CEM-2402 -10,000.00 030 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 12/21 -10,000.00 004 RELEASE 12/21 DEDUCT 10,000.00 006 PER 3/22 LTR -7,000.00 007 DEDUCT LTTR 5/2022 -10,000.00 009 RETURN LTTR 3/2022 7,000.00 009 DEDUCT LTTR 7/2022 -10,000.00 011 RTN LTTR 5/2022 7,000.00 011 RTN LTTR 5/2022 3,000.00 012 DEDUCT LTTR 10/22 -6,000.00 014 DEDUCT LTTR 11/22 -5,000.00 015 RTN LTTR 10/22 6,000.00 015 DEDUCT LTTR 12/22 -10,000.00 016 RTN LTTR 11/22 5,000.00 016 DEDUCT LTTR 2/23 -5,000.00 017 RTN LTTR 12/22 10,000.00 017 DEDUCT LTTR 3/23 -1,000.00 018 RTN LTTR 2/23 5,000.00 018 RTN LTTR 7/2022 10,000.00 019 RTN LTTR 3/23 1,000.00 019 DEDUCT LTTR 5/23 -5,000.00 020 RTN LTTR 5/23 5,000.00 021 DEDUCT LTTR 7/23 -5,000.00 022 DEDUCT LTTR 8/23 -5,000.00 023 DEDUCT LTTR 10/23 -10,000.00 025 RTN LTTR 7/23 5,000.00 025 RTN LTTR 8/23 5,000.00 025 DEDUCT LTTR 11/23 -5,000.00 026 DEDUCT LTTR 12/23 -1,000.00 027 RTN LTTR 10/23 10,000.00 027 RTN LTTR 11/23 5,000.00 027 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 12/18/24 EST. NO. 031 TIME 10:06 AM R.E. NAME: ANTHONY GRANADOS/JOHN SCOTT 03-3H93U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RTN LTTR 12/23 1,000.00 028 DEDUCT LTTR 2/24 -1,000.00 029 RTN LTTR 2/24 1,000.00 030 0.00 0.00 TOTAL DEDUCTIONS 0.00 -55,000.00 PROGRAM CAS145 PAGE 1 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H93U4 TIME 10:06 AM ESTIMATE NO. 031 BID OPENING 06/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/24 R.E. NAME: ANTHONY GRANADOS/JOHN SCOTT DATE OF THIS ESTIMATE 12/18/24 LOCATION SEMI-FINAL ESTIMATE 03-VAR ------------------- A. TEICHERT & SON, INC. M.C.M. IN YUBA AND BUTTE COUNTIES, ABOUT CONSTRUCTION, INC. (JOINT VEN 11 MILES NORTH OF MARYSVILLE, ON TURE) STATE ROUTE 70 FROM 0.8 MI NORTH OF 3500 AMERICAN RIVER DRIVE CHANDLER RD TO E GRIDLEY RD, PM SACRAMENTO CA 95864 25.5/25.8 AND 0.0/3.8 FED. AID NO. ACNH-P070(143)E INSTALL SOFT BARRIER; CONSTRUCT TWO ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0100 5,000.01 1.000 5,000 003 TIME-RELATED OVERHEAD (LS) LS 1,250,000.0000 1,250,000.00 1.000 1,250,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 54,000.00 7.000 42,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,000.00 25.070 5,014 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 85,500.0000 85,500.00 1.000 85,500 007 CONSTRUCTION AREA SIGNS LS 10,450.0000 10,450.00 1.000 10,450 008 TRAFFIC CONTROL SYSTEM LS 249,534.5400 249,534.54 1.000 249,534 009 TYPE III BARRICADE EA 25.0000 1,825.00 24.000 600 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.5000 4,445.00 986.000 3,451 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 33,800.00 154,834.000 30,966 012 PLASTIC TRAFFIC DRUMS EA 25.0000 15,000.00 906.000 22,650 013 PORTABLE RADAR SPEED FEEDBACK SIGN LS 22,500.0000 22,500.00 1.000 22,500 SYSTEM 014 TEMPORARY PAVEMENT MARKER EA 4.5000 17,190.00 3,798.000 17,091 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 37,000.0000 37,000.00 1.000 37,000 016 TEMPORARY RAILING (TYPE K) LF 23.0000 434,700.00 22,140.000 509,220 017 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,800.0000 139,200.00 30.000 174,000 018 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 131,000.0000 131,000.00 1.000 131,000 019 JOB SITE MANAGEMENT LS 86,000.0000 86,000.00 1.000 86,000 020 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.100 200.00 1.000 2,000 PLAN 021 RAIN EVENT ACTION PLAN EA 500.0000 20,500.00 18.000 9,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 285.0000 20,520.00 17.000 4,845 PROGRAM CAS145 PAGE 2 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H93U4 TIME 10:06 AM ESTIMATE NO. 031 BID OPENING 06/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/24 R.E. NAME: ANTHONY GRANADOS/JOHN SCOTT DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 3.000 6,000 024 TEMPORARY EROSION CONTROL BLANKET SQYD 3.4000 8,568.00 25.000 85 025 MOVE-IN/MOVE-OUT EA 245.0000 2,940.00 6.000 1,470 (TEMPORARY EROSION CONTROL) 026 TEMPORARY HYDRAULIC MULCH SQYD 0.4500 19,935.00 76,673.930 34,503 (BONDED FIBER MATRIX) 027 TEMPORARY COVER SQYD 2.5000 37,000.00 4,481.770 11,204 028 TEMPORARY CHECK DAM LF 9.4000 1,880.00 0.000 0 029 TEMPORARY DRAINAGE INLET PROTECTION EA 405.0000 1,215.00 1.000 405 030 TEMPORARY FIBER ROLL LF 3.4000 149,600.00 13,890.000 47,226 031 TEMPORARY GRAVEL BAG BERM LF 15.4000 9,240.00 0.000 0 032 TEMPORARY REINFORCED SILT FENCE LF 6.1500 3,075.00 0.000 0 033 TEMPORARY SILT FENCE LF 2.6000 65,000.00 873.000 2,269 034 TEMPORARY CONSTRUCTION ENTRANCE EA 4,700.0000 47,000.00 12.000 56,400 035 TEMPORARY CONSTRUCTION ROADWAY SQYD 13.0000 29,900.00 6,189.000 80,457 036 STREET SWEEPING LS 116,000.0000 116,000.00 1.000 116,000 037 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 1.000 25,000 038 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 425.0000 72,250.00 0.000 0 039 WATER QUALITY MONITORING REPORT EA 220.0000 4,400.00 0.000 0 040 WATER QUALITY ANNUAL REPORT EA 600.0000 1,800.00 0.000 0 041 TEMPORARY CREEK DIVERSION SYSTEMS LS 15,000.0000 15,000.00 1.000 15,000 042 TREATED WOOD WASTE LB 0.5000 53,000.00 91,940.000 45,970 043 TEMPORARY REINFORCED SILT FENCE LF 7.0000 10,290.00 2,501.000 17,507 (TYPE 1) 044 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 203,200.0000 203,200.00 1.000 203,200 045 NATURAL RESOURCE PROTECTION PLAN LS 4,400.0000 4,400.00 1.000 4,400 046 BIOLOGICAL RESOURCE INFORMATION LS 3,800.0000 3,800.00 1.000 3,800 PROGRAM 047 REMOVE CONCRETE (SQYD) SQYD 17.0000 9,350.00 170.210 2,893 048 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 5,150.00 1,115.000 5,575 049 CLEARING AND GRUBBING (LS) LS 241,000.0000 241,000.00 1.000 241,000 PROGRAM CAS145 PAGE 3 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H93U4 TIME 10:06 AM ESTIMATE NO. 031 BID OPENING 06/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/24 R.E. NAME: ANTHONY GRANADOS/JOHN SCOTT DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION CY 26.0000 1,089,400.00 41,900.000 1,089,400 051 SHOULDER BACKING TON 49.4000 91,390.00 2,667.450 131,772 052 STRUCTURE EXCAVATION (BRIDGE) CY 45.0000 24,975.00 555.000 24,975 (F) 053 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 37,200.00 248.000 37,200 (F) 054 IMPORTED BORROW (CY) CY 25.0000 2,317,500.00 92,700.000 2,317,500 055 SETTLEMENT MONITORING LS 100,000.0000 100,000.00 1.000 100,000 056 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.0000 233,400.00 73,398.440 220,195 CLASS B2 057 SOIL TESTING EA 300.0000 300.00 1.000 300 058 PLANT (GROUP I) EA 35.0000 105.00 26.000 910 059 PLANT (GROUP A) EA 38.0000 34,200.00 818.000 31,084 060 PLANT ESTABLISHMENT WORK LS 35,360.0000 35,360.00 1.000 35,360 061 WOOD MULCH CY 51.0000 32,640.00 50.000 2,550 062 FOLIAGE PROTECTOR EA 41.5000 37,350.00 844.000 35,026 063 TEMPORARY IRRIGATION SYSTEM LS 27,500.0000 27,500.00 1.000 27,500 064 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 4,500.00 10.000 4,500 065 FIBER REINFORCED MATRIX SQFT 0.1400 134,260.00 754,182.000 105,585 066 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4200 120,120.00 214,766.000 90,201 067 FIBER ROLLS LF 2.7000 180,630.00 46,789.000 126,330 068 COMPOST (CY) CY 29.0000 118,320.00 3,997.120 115,916 069 INCORPORATE MATERIALS SQFT 0.0200 13,480.00 738,150.690 14,763 070 PERMANENT EROSION CONTROL ESTABLISHMENT LS 50,000.0000 50,000.00 1.000 50,000 WORK 071 FINISHING ROADWAY LS 116,000.0000 116,000.00 1.000 116,000 072 CLASS 2 AGGREGATE BASE (CY) CY 34.0000 1,615,000.00 47,500.000 1,615,000 073 HOT MIX ASPHALT (TYPE A) TON 82.0000 4,321,400.00 58,114.460 4,765,385 074 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 105.0000 1,239,000.00 10,683.290 1,121,745 075 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 82.0000 1,000,400.00 11,811.440 968,538 (OPEN GRADED FRICTION COURSE) 076 DATA CORE LS 10,000.0000 10,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H93U4 TIME 10:06 AM ESTIMATE NO. 031 BID OPENING 06/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/24 R.E. NAME: ANTHONY GRANADOS/JOHN SCOTT DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 10,830.00 3,716.000 11,148 078 PLACE HOT MIX ASPHALT SQYD 93.0000 4,371.00 4.440 412 (MISCELLANEOUS AREA) 079 TACK COAT TON 1,000.0000 170,000.00 138.640 138,640 080 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7500 262,900.00 96,170.780 264,469 081 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 275.0000 473,550.00 1,722.000 473,550 082 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,470.0000 784,980.00 534.000 784,980 083 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,820.0000 2,806,440.00 0.000 0 PILING 084 PRESTRESSING CAST-IN-PLACE CONCRETE LS 625,000.0000 625,000.00 1.000 625,000 085 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 595.0000 49,980.00 84.000 49,980 (F) 086 STRUCTURAL CONCRETE, BRIDGE CY 1,145.0000 4,084,215.00 3,578.000 4,096,810 (F) 087 STRUCTURAL CONCRETE, BRIDGE CY 700.0000 1,142,400.00 1,632.000 1,142,400 (F) (POLYMER FIBER) 088 STRUCTURAL CONCRETE, APPROACH SLAB CY 995.0000 113,430.00 114.000 113,430 (F) (TYPE N) 089 STRUCTURAL CONCRETE, BOX CULVERT CY 1,550.0000 333,250.00 200.000 310,000 (F) 090 STRUCTURAL CONCRETE, HEADWALL CY 1,445.0000 124,270.00 81.700 118,056 (F) 091 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,900.0000 2,850.00 1.500 2,850 (F) 092 PTFE SPHERICAL BEARING EA 12,500.0000 425,000.00 34.000 425,000 093 JOINT SEAL ASSEMBLY (MR 9") LF 2,200.0000 191,400.00 87.000 191,400 094 BAR REINFORCING STEEL LB 1.0000 40,326.00 40,326.000 40,326 (F) 095 BAR REINFORCING STEEL (BRIDGE) LB 1.3500 2,718,931.05 2,284,110.000 3,083,548 (F) 096 STRUCTURE STEEL (PIPE PIN) LB 10.0000 206,390.00 20,639.000 206,390 (F) 097 REMOVE GUARDRAIL LF 12.0000 9,240.00 817.000 9,804 (RAIL ELEMENT WALL) 098 18" ALTERNATIVE PIPE CULVERT LF 140.5000 43,555.00 336.600 47,292 099 24" ALTERNATIVE PIPE CULVERT LF 186.0000 74,400.00 383.800 71,386 100 36" ALTERNATIVE PIPE CULVERT LF 245.0000 117,600.00 460.300 112,773 101 CONCRETE BACKFILL (PIPE TRENCH) CY 404.0000 1,454.40 3.580 1,446 (F) 102 24" ANCHOR ASSEMBLY EA 608.0000 1,216.00 2.000 1,216 103 24" ALTERNATIVE PIPE DOWNDRAIN LF 169.0000 5,408.00 30.200 5,103 PROGRAM CAS145 PAGE 5 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H93U4 TIME 10:06 AM ESTIMATE NO. 031 BID OPENING 06/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/24 R.E. NAME: ANTHONY GRANADOS/JOHN SCOTT DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DRAINAGE INLET MARKER EA 40.0000 40.00 1.000 40 105 36" CORRUGATED STEEL PIPE INLET LF 445.0000 4,005.00 9.000 4,005 (.168" THICK) 106 24" WELDED STEEL PIPE CASING (BRIDGE) LF 240.0000 19,680.00 82.000 19,680 107 18" ALTERNATIVE FLARED END SECTION EA 713.0000 7,130.00 10.000 7,130 108 24" ALTERNATIVE FLARED END SECTION EA 780.0000 4,680.00 6.000 4,680 109 36" ALTERNATIVE FLARED END SECTION EA 1,260.0000 12,600.00 10.000 12,600 110 REMOVE CULVERT (LF) LF 37.0000 24,420.00 643.200 23,798 111 REMOVE HEADWALL EA 6,600.0000 19,800.00 3.000 19,800 112 REMOVE FLARED END SECTION (EA) EA 466.0000 10,252.00 20.000 9,320 113 REMOVE BOX CULVERT EA 22,000.0000 22,000.00 1.000 22,000 114 ROCK SLOPE PROTECTION CY 124.0000 5,332.00 45.740 5,671 (150 LB, CLASS III, METHOD B) (CY) 115 ROCK SLOPE PROTECTION CY 130.0000 2,860.00 22.640 2,943 (20 LB, CLASS I, METHOD B) (CY) 116 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 26.0000 6,240.00 253.400 6,588 117 MINOR CONCRETE (MISCELLANEOUS CY 1,800.0000 9,000.00 4.700 8,460 CONSTRUCTION) 118 MISCELLANEOUS IRON AND STEEL LB 5.0000 2,475.00 495.000 2,475 (F) 119 ISOLATION CASING LB 9.0000 104,949.00 11,661.000 104,949 (F) 120 MISCELLANEOUS METAL (BRIDGE) LB 9.0000 37,530.00 4,170.000 37,530 (F) 121 RELOCATE MAILBOX EA 450.0000 2,700.00 14.000 6,300 122 OBLITERATE SURFACING SQYD 7.3000 27,594.00 4,186.000 30,557 123 PIPE GATE EA 5,000.0000 5,000.00 1.000 5,000 124 REMOVE FENCE LF 7.0000 100,800.00 8,490.350 59,432 125 REMOVE GATE EA 500.0000 2,500.00 2.000 1,000 126 DELINEATOR (CLASS 1) EA 45.0000 990.00 22.000 990 127 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 13,995.00 3,242.000 14,589 128 MILEPOST MARKER EA 45.0000 900.00 11.000 495 129 MARKER (CULVERT) EA 45.0000 540.00 10.000 450 130 REMOVE ROADSIDE SIGN EA 150.0000 3,300.00 22.000 3,300 PROGRAM CAS145 PAGE 6 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H93U4 TIME 10:06 AM ESTIMATE NO. 031 BID OPENING 06/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/24 R.E. NAME: ANTHONY GRANADOS/JOHN SCOTT DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 RESET ROADSIDE SIGN EA 300.0000 300.00 0.000 0 132 RELOCATE ROADSIDE SIGN EA 300.0000 10,500.00 38.000 11,400 133 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 2,080.00 182.110 2,913 (0.063"-UNFRAMED) 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,700.00 189.500 2,842 (0.080"-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 3,300.00 93.000 2,790 (0.063"-FRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 8,740.00 466.500 10,729 (0.080"-FRAMED) 137 ROADSIDE SIGN - ONE POST EA 350.0000 10,850.00 33.000 11,550 138 ROADSIDE SIGN - TWO POST EA 1,050.0000 12,600.00 15.000 15,750 139 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.0000 235,770.00 6,428.000 186,412 140 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 32.0000 47,680.00 1,477.000 47,264 141 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 250,800.00 3,206.940 192,416 142 TUBULAR BICYCLE RAILING LF 91.0000 127,491.00 1,401.000 127,491 (F) 143 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 101.0000 5,050.00 0.000 0 144 CABLE RAILING LF 30.0000 3,180.00 106.000 3,180 (F) 145 TRANSITION RAILING (TYPE WB-31) EA 3,600.0000 21,600.00 5.000 18,000 146 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 7,000.0000 14,000.00 0.000 0 147 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 3,200.00 6.000 4,800 148 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 6,800.00 4.000 13,600 149 ALTERNATIVE CRASH CUSHION EA 32,000.0000 64,000.00 2.000 64,000 150 CONCRETE BARRIER (TYPE 842) LF 130.0000 182,130.00 1,401.000 182,130 (F) 151 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 132.0000 184,932.00 1,401.000 184,932 (F) 152 REMOVE GUARDRAIL LF 3.0000 19,650.00 6,540.000 19,620 153 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 4,740.00 1,124.000 6,744 (ENHANCED WET NIGHT VISIBILITY) 154 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.3500 1,269.00 1,217.000 2,859 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 155 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 22,050.00 78,353.000 23,505 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 156 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 870.00 1,328.000 1,328 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 7 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H93U4 TIME 10:06 AM ESTIMATE NO. 031 BID OPENING 06/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/24 R.E. NAME: ANTHONY GRANADOS/JOHN SCOTT DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 63,900.00 96,391.000 72,293 (ENHANCED WET NIGHT VISIBILITY) 158 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,480.00 1,765.000 1,765 (ENHANCED WET NIGHT VISIBILITY) 159 REMOVE PAINTED TRAFFIC STRIPE LF 0.4500 5,535.00 4,403.000 1,981 160 REMOVE PAINTED TRAFFIC STRIPE LF 3.0000 4,290.00 2,876.000 8,628 (WATER-BLASTING) 161 REMOVE PAINTED PAVEMENT MARKING SQFT 4.7500 1,805.00 369.000 1,752 162 REMOVE PAINTED PAVEMENT MARKING SQFT 17.0000 2,210.00 126.000 2,142 (WATER-BLASTING) 163 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 5,885.00 10,038.000 5,520 164 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 2,910.00 614.000 1,842 (WATER-BLASTING) 165 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,560.00 126.000 378 166 6" RUMBLE STRIP STA 15.0000 3,600.00 268.500 4,027 (ASPHALT CONCRETE PAVEMENT) 167 12" RUMBLE STRIP STA 15.0000 5,850.00 473.650 7,104 (ASPHALT CONCRETE PAVEMENT) 168 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.5000 8,955.00 1,993.000 8,968 169 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.5000 14,925.00 1,993.000 14,947 (WARRANTY) 170 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.0000 5,970.00 1,925.000 5,775 (WARRANTY) (BROKEN 36-12) 171 LOCATING AND MAPPING UNDERGROUND LS 57,768.0000 57,768.00 1.000 57,768 FACILITIES 172 INTERCONNECTION CONDUIT SYSTEMS LS 199,662.0000 199,662.00 1.000 199,662 173 PORTABLE TEMPORARY LIGHTING LS 35,000.0000 35,000.00 0.500 17,500 SYSTEMS 174 MODIFYING LIGHTING SYSTEMS LS 218,855.0000 218,855.00 1.000 218,855 175 MODIFYING AUTOMATED VEHICLE LS 45,995.0000 45,995.00 1.000 45,995 CLASSIFICATION SYSTEMS PROGRAM CAS145 PAGE 8 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H93U4 TIME 10:06 AM ESTIMATE NO. 031 BID OPENING 06/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/24 R.E. NAME: ANTHONY GRANADOS/JOHN SCOTT DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,200.00 31,321,791.82 ADJUSTMENT OF COMPENSATION 0.00 712,172.95 EXTRA WORK 44,420.85 4,646,577.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 46,620.85 36,680,542.76 176 MOBILIZATION LS 3,765,900.0000 3,765,900.00 1.000 3,765,900 ORIGINAL CONTRACT AMOUNT 37,733,123.00 TOTAL WORK COMPLETED 46,620.85 40,446,442.76 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -55,000.00 TOTAL 46,620.85 40,391,442.76 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 08/18/21 245 08/23/21 08/23/21 06/14/24 284 416 42 0 100% 100% ANTHONY GRANADOS/JOHN SCOTT RESIDENT ENGINEER