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 06/13/24 EST. NO. 034 TIME 04:23 PM R.E. NAME: DUTCHER, DAVID 08-0E33U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0034 2,727.05 E.W. @ F.A.(+) 040424 N 0699.0 0038 6,251.95 041224 N 0703.0 0039 8,052.96 041524 N 0704.0 0041 3,161.53 041124 N 0708.0 012 0030 660.00 E.W. @ F.A.(+) 050323 N 0344.5 0037 2,244.15 042522 N 159233 013 0040-1 -209.89 A.C. @ U.P.(+) 050123 N 123864 DAO CORRECTING ENTRY 0040-2 230.88 E.W. @ F.A.(+) 050123 N 123864 DAO CORRECTING ENTRY 0060 22,000.00 071122 N 158586 0061 116,248.00 071122 N 158587 023 0017 5,510.91 E.W. @ F.A.(+) 102223 N 0695.0 0018 1,893.00 102223 N 0696.0 026 0006 1,540.00 E.W. @ F.A.(+) 110323 N 159294 170,310.54 TOTAL THIS ESTIMATE 2,197,942.07 TOTAL PREVIOUS ESTIMATE 2,368,252.61 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 06/13/24 EST. NO. 034 TIME 04:23 PM R.E. NAME: DUTCHER, DAVID 08-0E33U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SAFETY NONCOMP -139,019.55 012 DBE VIOLATION-LAC -31,920.00 012 SAFETY NON- COMP 139,019.55 014 LATE PROJ SCHEDULE -61,503.25 015 LATE PROJ SCHEDULE 61,503.25 017 LCS NON-COMPLIANCE -1,299,746.90 025 REVERSE LCS 1,299,746.00 026 50 LDS TAKEN -675,000.00 026 RELEASE 30 DAYS LDS 405,000.00 027 25% OF EST FOR SWPPP -342,560.00 027 RELEASE 25% SWPPP 342,560.00 028 RELEASE 5 DAYS OF LD 67,500.00 028 25% CEM2404F&CEM2406 -199,480.30 028 RELEASE 25% CEM 2406 199,480.30 029 25% FOR SWPPP DOCS -139,273.99 029 LDS FOR MARCH 13 DAY -175,500.00 030 25% FOR SWPPP DOCS 139,273.99 030 JPCP TESTING -54,230.42 033 REFUND BEAM BREAKS 21,662.45 034 21,662.45 -442,488.87 LIQUIDATED DAMAGES 22 DAYS OF LDS -270,000.00 029 0.00 -270,000.00 TOTAL DEDUCTIONS 21,662.45 -712,488.87 PROGRAM CAS145 PAGE 1 DATE 06/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0E33U4 TIME 04:23 PM ESTIMATE NO. 034 BID OPENING 04/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DUTCHER, DAVID DATE OF THIS ESTIMATE 06/13/24 LOCATION PROGRESS ESTIMATE 08-SBD-60-R7.3/R10.0 ----------------- AMES CONSTRUCTION, INC. IN ONTARIO FR 0.2 MI W/O CUCAMONGA 391 N. MAIN STREET; CREEK BR TO MILLIKEN AVE CORONA CA 92880 FED. AID NO. ACNH-P060(159)E ADD WB AUX LANE, ADD EB ------------------------------------------------------------------------------------------------------------------------------------ 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 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 1,530,000.00 473.000 2,128,500 003 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 48,000.00 10.000 60,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 4,000.00 15.000 3,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 1.000 40,000 006 CONSTRUCTION AREA SIGNS LS 32,000.0000 32,000.00 0.900 28,800 007 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000 008 FLASHING ARROW SIGN EA 1,500.0000 1,500.00 1.000 1,500 009 TYPE III BARRICADE EA 190.0000 2,280.00 12.000 2,280 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1000 11,400.00 88,387.000 8,838 011 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 8,250.00 111.000 8,325 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 30.0000 40,800.00 1,258.000 37,740 SYSTEM DAY 013 TEMPORARY PAVEMENT MARKER EA 2.5000 7,600.00 2,509.000 6,272 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 16,000.0000 96,000.00 4.000 64,000 015 TEMPORARY RAILING (TYPE K) LF 10.0000 231,000.00 23,100.000 231,000 016 TEMPORARY CRASH CUSHION MODULE EA 285.0000 42,750.00 150.000 42,750 017 ALTERNATIVE TEMPORARY CRASH CUSHION EA 6,000.0000 6,000.00 2.000 12,000 018 TEMPORARY RADAR SPEED FEEDBACK EA 11,000.0000 22,000.00 2.000 22,000 SIGN SYSTEM 019 JOB SITE MANAGEMENT LS 150,000.0000 150,000.00 0.950 142,500 020 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.750 3,750 PLAN 021 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 022 TEMPORARY SOIL BINDER SQYD 0.5000 5,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0E33U4 TIME 04:23 PM ESTIMATE NO. 034 BID OPENING 04/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DUTCHER, DAVID DATE OF THIS ESTIMATE 06/13/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 450.0000 4,500.00 10.000 4,500 024 TEMPORARY FIBER ROLL LF 4.2500 72,250.00 23,508.000 99,909 025 TEMPORARY CONSTRUCTION ENTRANCE EA 5,500.0000 5,500.00 1.000 5,500 026 TEMPORARY CONCRETE WASHOUT LS 60,000.0000 60,000.00 1.000 60,000 027 TEMPORARY CREEK DIVERSION SYSTEMS LS 40,000.0000 40,000.00 1.000 40,000 028 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.7500 9,300.00 13,702.000 10,276 (HAZARDOUS WASTE) 029 TREATED WOOD WASTE LB 0.3200 18,688.00 3,470.000 1,110 030 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 9,000.0000 9,000.00 1.000 9,000 031 REMOVE CONCRETE (CY) CY 70.0000 3,990.00 57.000 3,990 032 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 210.0000 5,880.00 2.850 598 033 CLEARING AND GRUBBING (ACRE) ACRE 6,000.0000 150,000.00 20.310 121,860 034 ROADWAY EXCAVATION CY 30.0000 1,146,000.00 38,200.490 1,146,014 035 STRUCTURE EXCAVATION (BRIDGE) CY 250.0000 22,500.00 90.000 22,500 (F) 036 STRUCTURE EXCAVATION (TYPE D) CY 350.0000 76,300.00 218.000 76,300 (F) 037 STRUCTURE EXCAVATION, RETAINING WALL CY 25.0000 16,525.00 661.000 16,525 (F) (SOUND WALL) 038 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 200.0000 11,400.00 57.000 11,400 (F) 039 STRUCTURE EXCAVATION (GROUND ANCHOR CY 200.0000 35,600.00 178.000 35,600 (F) WALL) 040 SAND BEDDING CY 160.0000 1,600.00 10.000 1,600 041 STRUCTURE BACKFILL (BRIDGE) CY 80.0000 19,600.00 245.000 19,600 (F) 042 STRUCTURE BACKFILL, RETAINING WALL CY 45.0000 27,000.00 600.000 27,000 (F) (SOUND WALL ) 043 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 270.0000 4,320.00 16.000 4,320 (F) 044 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 160.0000 1,440.00 9.000 1,440 (F) 045 PERVIOUS BACKFILL MATERIAL (RETAINING CY 80.0000 2,640.00 33.000 2,640 (F) WALL) 046 ROADSIDE CLEARING LS 46,000.0000 46,000.00 1.000 46,000 047 SOIL AMENDMENT CY 23.0000 25,760.00 1,010.000 23,230 048 SLOW-RELEASE FERTILIZER LB 4.3500 1,827.00 378.000 1,644 049 PLANT (GROUP K) EA 280.0000 19,320.00 32.000 8,960 PROGRAM CAS145 PAGE 3 DATE 06/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0E33U4 TIME 04:23 PM ESTIMATE NO. 034 BID OPENING 04/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DUTCHER, DAVID DATE OF THIS ESTIMATE 06/13/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT (GROUP A) EA 17.5000 28,525.00 1,630.000 28,525 051 PLANT (GROUP U) EA 88.0000 15,840.00 165.000 14,520 052 MAINTAIN EXISTING PLANTED AREAS LS 43,000.0000 43,000.00 1.000 43,000 053 PLANT ESTABLISHMENT WORK LS 90,000.0000 90,000.00 0.090 8,100.00 0.180 16,200 054 WOOD MULCH CY 40.0000 144,400.00 3,610.000 144,400 055 CHECK AND TEST EXISTING IRRIGATION LS 9,000.0000 9,000.00 1.000 9,000 FACILITIES 056 OPERATE EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.500 17,500.00 1.000 35,000 057 REMOVE IRRIGATION FACILITY LS 48,000.0000 48,000.00 0.150 7,200.00 1.000 48,000 058 SALVAGE IRRIGATION FACILITY LS 9,000.0000 9,000.00 0.150 1,350.00 1.000 9,000 059 CONTROL AND NEUTRAL CONDUCTORS LS 57,000.0000 57,000.00 0.100 5,700.00 1.000 57,000 (ARMOR-CLAD) 060 1" REMOTE CONTROL VALVE EA 580.0000 2,320.00 1.000 580.00 4.000 2,320 061 1 1/2" REMOTE CONTROL VALVE EA 600.0000 4,200.00 1.000 600.00 7.000 4,200 062 2" REMOTE CONTROL VALVE EA 650.0000 7,800.00 1.000 650.00 12.000 7,800 063 16-18 STATION IRRIGATION CONTROLLER EA 6,500.0000 6,500.00 0.500 3,250.00 0.500 3,250 (WALL MOUNTED) 064 30-42 STATION IRRIGATION CONTROLLER EA 8,000.0000 16,000.00 1.000 8,000.00 1.000 8,000 (WALL MOUNTED) 065 IRRIGATION CONTROLLER ENCLOSURE EA 4,000.0000 12,000.00 3.000 12,000.00 3.000 12,000 CABINET 066 FLOW SENSOR EA 3,300.0000 3,300.00 1.000 3,300.00 1.000 3,300 067 TREE WELL SPRINKLER ASSEMBLY EA 85.0000 41,650.00 16.000 1,360.00 426.000 36,210 068 RISER SPRINKLER ASSEMBLY EA 45.0000 73,350.00 1,630.000 73,350 069 3" GATE VALVE EA 770.0000 2,310.00 1.000 770.00 3.000 2,310 070 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.5000 34,765.50 993.000 3,475.50 9,933.000 34,765 (F) LINE) 071 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.0000 27,772.00 694.000 2,776.00 6,943.000 27,772 (F) LINE) 072 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 15,076.00 377.000 1,508.00 3,769.000 15,076 (F) (SUPPLY LINE) 073 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.5000 11,896.50 216.000 1,188.00 2,163.000 11,896 (F) (SUPPLY LINE) 074 2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 15,564.00 259.000 1,554.00 2,594.000 15,564 (F) (SUPPLY LINE) 075 6" PLASTIC PIPE (SCHEDULE 40) LF 60.0000 5,100.00 0.000 0 (F) (SUPPLY LINE) 076 2" PLASTIC PIPE (CLASS 315) LF 6.5000 1,495.00 207.000 1,345 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 4 DATE 06/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0E33U4 TIME 04:23 PM ESTIMATE NO. 034 BID OPENING 04/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DUTCHER, DAVID DATE OF THIS ESTIMATE 06/13/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 3" PLASTIC PIPE (CLASS 315) LF 6.5000 34,255.00 527.000 3,425.50 5,270.000 34,255 (F) (SUPPLY LINE) 078 BALL VALVE EA 460.0000 4,140.00 1.000 460.00 9.000 4,140 079 12" WELDED STEEL PIPE CONDUIT LF 125.0000 25,000.00 60.000 7,500.00 158.000 19,750 080 HYDROMULCH SQFT 0.0500 18,850.00 375,500.000 18,775 081 HYDROSEED SQFT 0.0500 18,850.00 375,500.000 18,775 082 COMPOST (CY) CY 19.0000 66,500.00 2,900.000 55,100 083 INCORPORATE MATERIALS SQFT 0.0500 18,850.00 312,000.000 15,600 084 CLASS 2 AGGREGATE BASE (CY) CY 65.0000 214,500.00 4,236.360 275,363 085 PRIME COAT TON 1,300.0000 27,300.00 0.000 0 086 HOT MIX ASPHALT (TYPE A) TON 86.0000 1,883,400.00 23,304.750 2,004,208 087 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 116.0000 250,560.00 2,786.210 323,200 088 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 3,870.00 1,290.500 3,871 089 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 1,110.00 407.500 1,222 090 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 4,440.00 1,760.000 5,280 091 PLACE HOT MIX ASPHALT SQYD 85.0000 7,650.00 164.000 13,940 (MISCELLANEOUS AREA) 092 TACK COAT TON 600.0000 10,200.00 17.000 10,200 093 REMOVE ASPHALT CONCRETE DIKE LF 20.0000 3,000.00 150.000 3,000 094 JOINTED PLAIN CONCRETE PAVEMENT CY 285.0000 1,909,500.00 6,866.250 1,956,881 095 JOINTED PLAIN CONCRETE PAVEMENT CY 375.0000 2,722,500.00 7,259.980 2,722,492 (RSC) 096 ISOLATION JOINT SEAL (SILICONE) LF 4.5000 62,550.00 14,301.000 64,354 097 GROUND ANCHOR (SUBHORIZONTAL) EA 2,800.0000 168,000.00 60.000 168,000 098 SOIL NAIL LF 60.0000 100,260.00 1,671.000 100,260 099 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 210.0000 63,840.00 560.000 117,600 100 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 320.0000 128,000.00 400.000 128,000 101 FURNISH PILING (CLASS 90) LF 90.0000 12,600.00 0.000 0 (ALTERNATIVE W) 102 DRIVE PILE (CLASS 90) EA 6,000.0000 24,000.00 0.000 0 (ALTERNATIVE W) 103 16" CAST-IN-DRILLED-HOLE CONCRETE LF 100.0000 572,200.00 -24.500 -2,450.00 5,642.000 564,200 PILING (SOUND WALL) PROGRAM CAS145 PAGE 5 DATE 06/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0E33U4 TIME 04:23 PM ESTIMATE NO. 034 BID OPENING 04/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DUTCHER, DAVID DATE OF THIS ESTIMATE 06/13/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" CAST-IN-DRILLED-HOLE CONCRETE LF 600.0000 13,200.00 22.000 13,200 PILING (SOUND WALL) 105 60" CAST-IN-DRILLED-HOLE CONCRETE LF 900.0000 243,000.00 270.000 243,000 PILE (SIGN FOUNDATION) 106 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 1.000 50,000 107 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 700.0000 44,100.00 63.000 44,100 (F) 108 STRUCTURAL CONCRETE, BRIDGE CY 2,100.0000 449,400.00 214.000 449,400 (F) 109 STRUCTURAL CONCRETE, BRIDGE CY 1,600.0000 176,000.00 110.000 176,000 (F) (POLYMER FIBER) 110 STRUCTURAL CONCRETE, CHANNEL CY 950.0000 63,650.00 67.000 63,650 (F) 111 STRUCTURE CONCRETE, RETAINING WALL CY 700.0000 194,600.00 278.000 194,600 (F) (SOUND WALL) 112 STRUCTURAL CONCRETE, WALL FACING CY 2,200.0000 204,600.00 93.000 204,600 (F) 113 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 32,800.00 41.000 32,800 (F) (TYPE N) 114 STRUCTURAL CONCRETE, HEADWALL CY 5,000.0000 65,000.00 42.360 211,800 (F) 115 STRUCTURAL CONCRETE, DRAINAGE INLET CY 700.0000 287,000.00 92.850 64,995 (F) 116 CONCRETE SURFACE TEXTURE SQFT 24.0000 56,544.00 2,356.000 56,544 (F) (SPLIT FACE) 117 DRILL AND BOND DOWEL LF 65.0000 1,430.00 22.000 1,430 118 JOINT SEAL (MR 1 1/2") LF 150.0000 5,100.00 31.580 4,737 119 BAR REINFORCING STEEL (WALL FACING) LB 1.7500 54,092.50 30,909.710 54,091 (F) 120 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 163,477.60 125,752.000 163,477 (F) 121 BAR REINFORCING STEEL, RETAINING WALL LB 0.8000 30,402.40 38,003.000 30,402 (F) (SOUND WALL) 122 HEADED BAR REINFORCEMENT EA 25.0000 1,800.00 72.000 1,800 (F) 123 STRUCTURAL SHOTCRETE CY 1,100.0000 79,200.00 72.000 79,200 (F) 124 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 702,000.00 195,000.000 702,000 (F) 125 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 58,500.00 195,000.000 58,500 (F) 126 REMOVE SIGN STRUCTURE (EA) EA 4,000.0000 40,000.00 10.000 40,000 127 SOUND WALL (MASONRY BLOCK) SQFT 22.0000 1,231,340.00 55,970.000 1,231,340 (F) 128 ACCESS GATE (SOUND WALL) EA 8,000.0000 56,000.00 7.000 56,000 (F) 129 PUBLIC SAFETY PLAN LS 8,000.0000 8,000.00 1.000 8,000 130 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 10,857.75 27,653.000 6,913 PROGRAM CAS145 PAGE 6 DATE 06/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0E33U4 TIME 04:23 PM ESTIMATE NO. 034 BID OPENING 04/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DUTCHER, DAVID DATE OF THIS ESTIMATE 06/13/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH POLYESTER CONCRETE OVERLAY CF 100.0000 361,900.00 2,254.000 225,400 132 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.0000 86,862.00 43,431.000 86,862 (F) 133 REMOVE SOUND WALL (LF) LF 24.0000 32,160.00 1,340.000 32,160 134 REMOVE SOUND WALL (LS) LS 38,000.0000 38,000.00 1.000 38,000 135 BRIDGE REMOVAL (PORTION) LS 90,000.0000 90,000.00 1.000 90,000 136 24" CORRUGATED STEEL PIPE (.138" THICK) LF 100.0000 36,000.00 0.000 0 137 30" CORRUGATED STEEL PIPE (.138" THICK) LF 260.0000 6,760.00 2.600 676 138 18" CORRUGATED STEEL PIPE (.138" THICK) LF 100.0000 108,000.00 129.600 12,960 139 18" SLOTTED CORRUGATED STEEL PIPE LF 100.0000 622,000.00 0.000 0 (.168" THICK) 140 6" PERFORATED STEEL PIPE UNDERDRAIN LF 85.0000 4,165.00 49.000 4,165 141 GEOCOMPOSITE DRAIN SQFT 20.0000 10,600.00 530.000 10,600 142 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 750.0000 4,500.00 14.200 10,650 (.138" THICK) 143 18" STEEL FLARED END SECTION EA 650.0000 650.00 8.000 5,200 144 REMOVE PIPE (LF) LF 18.0000 72,000.00 1,070.400 19,267 145 REMOVE INLET EA 800.0000 15,200.00 12.000 9,600 146 REMOVE HEADWALL EA 975.0000 5,850.00 7.000 6,825 147 REMOVE CONCRETE FLARED END SECTION (EA) EA 850.0000 3,400.00 8.000 6,800 148 CAP INLET EA 1,000.0000 8,000.00 4.000 4,000 149 REMOVE SLOPE PAVING (SQYD) SQYD 12.0000 1,452.00 121.000 1,452 150 SLOPE PAVING (CONCRETE) CY 2,100.0000 27,300.00 21.000 44,100 151 ROCK SLOPE PROTECTION CY 220.0000 1,980.00 0.000 0 (1T, CLASS VIII, METHOD A) 152 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 24.0000 792.00 351.000 8,424 153 MINOR CONCRETE (CURB) (CY) CY 900.0000 5,400.00 6.000 5,400 154 MINOR CONCRETE (GUTTER) (LF) LF 72.0000 16,848.00 234.000 16,848 155 MINOR CONCRETE (MISCELLANEOUS CY 1,600.0000 107,200.00 66.040 105,664 CONSTRUCTION) 156 MINOR CONCRETE (STAMPED CONCRETE) SQFT 15.0000 304,500.00 20,300.000 304,500 157 MISCELLANEOUS IRON AND STEEL LB 6.5000 22,230.00 1,895.000 12,317.50 18,954.000 123,201 (F) PROGRAM CAS145 PAGE 7 DATE 06/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0E33U4 TIME 04:23 PM ESTIMATE NO. 034 BID OPENING 04/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DUTCHER, DAVID DATE OF THIS ESTIMATE 06/13/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 25,518.00 4,253.000 25,518 (F) 159 ADJUST MANHOLE FRAME AND COVER EA 1,000.0000 2,000.00 2.000 2,000 (UTILITY) 160 PREPARE AND STAIN CONCRETE SQFT 2.0000 3,416.00 1,708.000 3,416 161 WROUGHT IRON FENCE LF 285.0000 7,980.00 28.000 7,980 162 WROUGHT IRON GATE EA 5,100.0000 10,200.00 2.000 10,200 163 SALVAGE CHAIN LINK RAILING LF 45.0000 2,115.00 47.000 2,115 164 REMOVE PAVEMENT MARKER EA 0.4500 3,456.00 2,011.000 904 165 DELINEATOR (CLASS 1) EA 50.0000 800.00 16.000 800 166 GUARD RAILING DELINEATOR EA 25.0000 7,500.00 256.000 6,400 167 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 9,600.00 -695.000 -1,390.00 6,360.000 12,720 168 REMOVE ROADSIDE SIGN EA 200.0000 2,800.00 5.000 1,000.00 14.000 2,800 169 REMOVE SIGN PANEL EA 100.0000 1,000.00 10.000 1,000 170 RESET ROADSIDE SIGN EA 590.0000 2,950.00 5.000 2,950.00 5.000 2,950 171 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 30.0000 69,900.00 2,330.000 69,900 172 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 13,500.00 540.000 13,500.00 540.000 13,500 (0.063"-FRAMED) 173 ROADSIDE SIGN - ONE POST EA 600.0000 3,600.00 6.000 3,600.00 6.000 3,600 174 ROADSIDE SIGN - TWO POST EA 825.0000 10,725.00 13.000 10,725.00 13.000 10,725 175 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 1,750.00 10.000 1,750 METHOD) 176 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 1.0000 2,330.00 2,330.000 2,330 177 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 288,900.00 9,817.500 294,525 178 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 323,700.00 5,042.500 327,762 179 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 110.0000 3,850.00 35.000 3,850 (F) 180 CABLE RAILING LF 50.0000 11,700.00 320.000 16,000 (F) 181 TRANSITION RAILING (TYPE WB-31) EA 4,200.0000 16,800.00 4.000 16,800 182 END ANCHOR ASSEMBLY (TYPE SFT) EA 925.0000 3,700.00 5.000 4,625 183 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 13,600.00 5.000 17,000 184 CONCRETE BARRIER LF 165.0000 26,895.00 144.430 23,830 (TYPE 60MD MODIFIED) PROGRAM CAS145 PAGE 8 DATE 06/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0E33U4 TIME 04:23 PM ESTIMATE NO. 034 BID OPENING 04/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DUTCHER, DAVID DATE OF THIS ESTIMATE 06/13/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 836SV) LF 425.0000 62,050.00 146.000 62,050 186 CONCRETE BARRIER (TYPE MOD 836SV) LF 750.0000 38,250.00 51.000 38,250 (F) 187 CONCRETE BARRIER (TYPE 836S) LF 120.0000 582,840.00 4,857.000 582,840 (F) 188 CONCRETE BARRIER TRANSITION LF 625.0000 6,250.00 10.000 6,250 (F) 189 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 200.0000 58,800.00 294.000 58,800 (F) 190 REMOVE GUARDRAIL LF 5.0000 14,250.00 2,925.200 14,626 191 REMOVE CONCRETE BARRIER LF 17.0000 22,780.00 1,337.000 22,729 192 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 3,395.00 -4,046.000 -14,161.00 964.000 3,374 (ENHANCED WET NIGHT VISIBILITY) 193 PAINT TRAFFIC STRIPE (1-COAT) LF 0.0500 6,350.00 187,644.000 9,382 194 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 50,000.00 106,344.000 42,537 (ENHANCED WET NIGHT VISIBILITY) 195 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 14,715.00 28,320.000 12,744 (ENHANCED WET NIGHT VISIBILITY) 196 REMOVE PAINTED TRAFFIC STRIPE LF 0.8500 27,965.00 31,974.000 27,177 197 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 6,880.00 38,498.000 7,699 198 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 11,000.0000 11,000.00 0.500 5,500 SYSTEM ELEMENTS DURING CONSTRUCTION 199 ELECTRIC SERVICE FOR IRRIGATION LS 63,000.0000 63,000.00 0.180 11,340.00 0.600 37,800 200 MODIFYING LIGHTING SYSTEMS LS 300,000.0000 300,000.00 1.000 300,000 201 MODIFYING RAMP METERING SYSTEMS LS 310,000.0000 310,000.00 0.950 294,500 202 MODIFYING TRAFFIC MONITORING STATIONS LS 91,000.0000 91,000.00 0.900 81,900 203 MODIFYING CAMERA SYSTEM LS 94,000.0000 94,000.00 0.940 88,360 204 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 205 GEOSYNTHETIC REINFORCEMENT SQYD 3.1000 14,291.00 4,687.000 14,529 PROGRAM CAS145 PAGE 9 DATE 06/13/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0E33U4 TIME 04:23 PM ESTIMATE NO. 034 BID OPENING 04/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DUTCHER, DAVID DATE OF THIS ESTIMATE 06/13/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 129,678.50 22,455,436.45 ADJUSTMENT OF COMPENSATION -209.89 1,287,490.22 EXTRA WORK 170,520.43 1,080,762.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 299,989.04 24,823,689.06 206 MOBILIZATION LS 1,507,000.7500 1,507,000.75 1.000 1,507,000 ORIGINAL CONTRACT AMOUNT 24,215,254.00 TOTAL WORK COMPLETED 299,989.04 26,330,689.81 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 21,662.45 -712,488.87 TOTAL 321,651.49 25,618,200.94 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 05/27/21 590 07/22/21 07/22/21 06/30/24 473 136 133 0 96% 65% PROGRESS IS SATISFACTORY DUTCHER, DAVID RESIDENT ENGINEER