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 01/24/23 EST. NO. 025 TIME 02:25 PM R.E. NAME: TAD SAMPSON/VERONICA 03-2F5704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 023 0023 55,600.00 E.W. @ L.S.(+) 081922 N 023-23 025 0001 3,977.59 E.W. @ F.A.(+) 090622 N 025-01 0002 2,264.77 090722 N 025-02 0003 5,188.43 090922 N 025-03 0004 85.45 091222 N 025-04 0005 5,975.24 091522 N 025-05 0006 16,108.00 090622 N 025-06 0007 2,393.67 101522 N 025-07 0008 28,893.23 102622 N 025-08 0009 101,235.59 120822 N 025-09 0010 123,394.76 122122 N 025-10 345,116.73 TOTAL THIS ESTIMATE 1,788,057.88 TOTAL PREVIOUS ESTIMATE 2,133,174.61 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 01/24/23 EST. NO. 025 TIME 02:25 PM R.E. NAME: TAD SAMPSON/VERONICA 03-2F5704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE GIRDER BG-14 REDUCT -243.00 004 ITEM 74 MAX TEMP -1,703.20 006 ITEM 76 MAX TEMP -648.00 006 OUT OF STATE INSP -5,000.00 020 0.00 -7,594.20 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 006 VOID FHWA 1391 DEDUC 10,000.00 010 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 5/21 -10,000.00 003 PER 6/21 LETTER -10,000.00 004 PER LTR DATED 7/21 -10,000.00 005 PER 8/21 LETTER -10,000.00 006 PER 10/21 LETTER -10,000.00 008 PER 9/21 LETTER -10,000.00 008 RELEASE 5/21 DEDUCT 10,000.00 008 MISSING FHWA 1391 -10,000.00 010 PER 11/21 LETTER -10,000.00 010 PER LTR DATED 12/21 -10,000.00 011 RETURN DEDUCT 6/21 10,000.00 011 RETURN DEDUCT 7/21 10,000.00 011 PER 01/22 LETTER -10,000.00 012 PER 2/22 LTR -10,000.00 013 RELEASE FHWA 1391 10,000.00 013 RELEASE 10/21 DEDUCT 10,000.00 013 RELEASE 1/22 DEDUCT 10,000.00 013 RELEASE 8/21 DEDUCT 10,000.00 013 RELEASE 9/21 DEDUCT 10,000.00 013 DEDUCT LTTR 6/2022 -10,000.00 017 DEDUCT LTTR 7/2022 -10,000.00 018 DEDUCT LTTR 8/2022 -10,000.00 019 RTN LTTR 11/2021 10,000.00 019 RTN LTTR 12/2021 10,000.00 019 DEDUCT LTTR 10/22 -10,000.00 021 DEDUCT LTTR 11/22 -10,000.00 022 DEDUCT LTTR 12/22 -3,000.00 024 RTN DEDUCT LTR 6/22 10,000.00 024 RTN DEDUCT LTR 8/22 10,000.00 024 RTN PER 2/22 LTR 10,000.00 024 DEDUCT LTTR 1/23 -3,000.00 025 RTN LTTR 6/2022 10,000.00 025 RTN LTTR 12/22 3,000.00 025 10,000.00 -23,000.00 TOTAL DEDUCTIONS 10,000.00 -30,594.20 PROGRAM CAS145 PAGE 1 DATE 01/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 02:25 PM ESTIMATE NO. 025 BID OPENING 09/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: TAD SAMPSON/VERONICA DATE OF THIS ESTIMATE 01/24/23 LOCATION RERUN PROGRESS ESTIMATE 03-PLA-80-46.3/R63.5 ----------------------- WALSH CONSTRUCTION COMPANY II, IN PLACER COUNTY AT VARIOUS LLC LOCATIONS FROM CRYSTAL SPRINGS ROAD 1390 WILLOW PASS ROAD, STE 95 OVERCROSSING TO CISCO OVERCROSSING CONCORD CA 94520 FED. AID NO. ACIM- 080-4(207)E REPLACE BRIDGES AT FOUR LOCATIONS. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.750 18,750 003 TIME-RELATED OVERHEAD (LS) LS 1,930,474.0000 1,930,474.00 0.942 1,818,506 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 42,000.00 7.000 42,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 14.000 2,800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 101,000.0000 101,000.00 1.000 101,000 007 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 0.910 63,700 008 TRAFFIC CONTROL SYSTEM LS 895,000.0000 895,000.00 0.944 844,880 009 TYPE III BARRICADE EA 50.0000 6,500.00 130.000 6,500 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 528.00 151.000 906 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 5,400.00 33,932.000 16,966 012 PLASTIC TRAFFIC DRUMS EA 54.0000 7,020.00 130.000 7,020 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 210.0000 21,000.00 240.000 50,400 SYSTEM DAY 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 125,000.0000 125,000.00 0.982 122,750 015 TEMPORARY RAILING (TYPE K) LF 35.0000 138,600.00 4,020.000 140,700 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,000.0000 112,000.00 14.000 112,000 017 JOB SITE MANAGEMENT LS 82,000.0000 82,000.00 0.972 79,704 018 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.500 1,000 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 36,000.00 2.000 1,000.00 25.000 12,500 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 185.0000 35,150.00 10.000 1,850.00 23.000 4,255 021 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 3.000 6,000 022 MOVE-IN/MOVE-OUT EA 410.0000 4,920.00 11.000 4,510 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 01/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 02:25 PM ESTIMATE NO. 025 BID OPENING 09/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: TAD SAMPSON/VERONICA DATE OF THIS ESTIMATE 01/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 7,940.00 0.000 0 (BONDED FIBER MATRIX) 024 TEMPORARY COVER SQYD 2.5000 19,850.00 5,248.000 13,120 025 TEMPORARY CHECK DAM LF 8.0000 1,120.00 40.000 320 026 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 2,500.00 17.000 4,250 027 TEMPORARY FIBER ROLL LF 3.0000 20,100.00 6,935.000 20,805 028 TEMPORARY GRAVEL BAG BERM LF 12.0000 17,760.00 361.000 4,332 029 TEMPORARY SILT FENCE LF 2.5000 18,750.00 6,654.000 16,635 030 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 80,000.00 5.000 25,000 031 STREET SWEEPING LS 110,000.0000 110,000.00 0.942 103,620 032 TEMPORARY CONCRETE WASHOUT LS 10,485.0000 10,485.00 0.942 9,876 033 ASBESTOS COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 034 WORK AREA MONITORING (BRIDGE) LS 2,000.0000 2,000.00 1.000 2,000 035 TREATED WOOD WASTE LB 0.3000 8,970.00 0.000 0 036 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 14,000.0000 14,000.00 0.933 13,062 037 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000 038 ROADWAY EXCAVATION CY 37.0000 573,500.00 7,826.940 289,596 039 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 107,900.00 2,158.000 107,900 (F) 040 STRUCTURE EXCAVATION (TYPE D) CY 55.0000 53,625.00 975.000 53,625 (F) 041 STRUCTURE EXCAVATION (ROCK) CY 140.0000 139,720.00 998.000 139,720 (F) 042 STRUCTURE BACKFILL (BRIDGE) CY 30.0000 73,950.00 2,465.000 73,950 (F) 043 IMPORTED BORROW (CY) CY 59.5000 79,135.00 560.000 33,320 044 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 1,200.00 1.000 600 045 DRY SEED (SQFT) SQFT 0.1500 22,800.00 0.000 0 046 BONDED FIBER MATRIX (SQFT) SQFT 0.2000 8,940.00 125,780.000 25,156 047 FIBER ROLLS LF 3.0000 13,050.00 4,360.000 13,080 048 PINE NEEDLE STRAW SQFT 0.4000 60,800.00 0.000 0 049 FINISHING ROADWAY LS 38,000.0000 38,000.00 0.500 19,000 PROGRAM CAS145 PAGE 3 DATE 01/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 02:25 PM ESTIMATE NO. 025 BID OPENING 09/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: TAD SAMPSON/VERONICA DATE OF THIS ESTIMATE 01/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE BASE (CY) CY 83.0000 1,087,300.00 9,576.000 794,808 051 HOT MIX ASPHALT (TYPE A) TON 110.0000 1,166,000.00 4,036.800 444,048 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 11,480.00 1,109.000 7,763 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.0000 1,470.00 34.000 238 054 PLACE HOT MIX ASPHALT SQYD 121.0000 1,936.00 0.000 0 (MISCELLANEOUS AREA) 055 TACK COAT TON 700.0000 7,000.00 7.640 5,348 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 14.0000 90,720.00 4,783.000 66,962 057 FURNISH STEEL PILING (HP 10 X 57) LF 85.0000 60,265.00 709.000 60,265 058 DRIVE STEEL PILE (HP 10 X 57) EA 3,200.0000 73,600.00 23.000 73,600 059 FURNISH STEEL PILING (HP 14 X 89) LF 55.0000 31,680.00 576.000 31,680 060 DRIVE STEEL PILE (HP 14 X 89) EA 3,300.0000 59,400.00 18.000 59,400 061 36" PERMANENT STEEL CASING LF 725.0000 622,050.00 858.000 622,050 062 48" PERMANENT STEEL CASING LF 556.0000 1,116,448.00 2,008.000 1,116,448 063 72" PERMANENT STEEL CASING LF 1,500.0000 120,000.00 80.000 120,000 064 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 465.0000 324,105.00 697.000 324,105 065 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 526.0000 692,742.00 1,317.000 692,742 066 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 650.0000 1,305,200.00 2,028.000 1,318,200 067 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,700.0000 173,400.00 102.000 173,400 068 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,750.0000 220,000.00 80.000 220,000 069 PRESTRESSING STEEL (TRANSVERSE) LS 300,000.0000 300,000.00 1.000 300,000 070 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 470.0000 397,620.00 846.000 397,620 (F) 071 STRUCTURAL CONCRETE, BRIDGE CY 1,060.0000 1,424,640.00 1,344.000 1,424,640 (F) 072 STRUCTURAL CONCRETE, BRIDGE CY 975.0000 837,525.00 859.000 837,525 (F) (POLYMER FIBER) 073 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,100.0000 48,300.00 22.200 46,620 (F) 074 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 21,290.0000 638,700.00 30.000 638,700 GIRDER (50'-60') 075 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 23,500.0000 2,115,000.00 90.000 2,115,000 GIRDER (70'-80') 076 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 2,700.0000 81,000.00 30.000 81,000 GIRDER (80'-90') PROGRAM CAS145 PAGE 4 DATE 01/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 02:25 PM ESTIMATE NO. 025 BID OPENING 09/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: TAD SAMPSON/VERONICA DATE OF THIS ESTIMATE 01/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 350.0000 52,500.00 150.000 52,500 GIRDER 078 JOINT SEAL (MR 1") LF 32.0000 9,344.00 0.000 0 079 JOINT SEAL (MR 2") LF 112.0000 13,888.00 0.000 0 080 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 817,365.90 628,743.000 817,365 (F) 081 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 166,950.00 111,300.000 166,950 (F) 082 BAR REINFORCING STEEL (EPOXY COATED) LB 29.0000 44,950.00 1,550.000 44,950 (F) (BRIDGE) 083 BAR REINFORCING STEEL (GALVANIZED) LB 2.0500 1,621.55 791.000 1,621 (F) 084 HEADED BAR REINFORCEMENT EA 13.0000 36,244.00 2,788.000 36,244 (F) 085 BAR REINFORCING STEEL (STAINLESS STEEL) LB 3.5000 1,193,269.00 340,934.000 1,193,269 (BRIDGE) 086 STRUCTURAL STEEL (PIPE PIN) LB 14.0000 38,626.00 2,759.000 38,626 087 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 11.0000 105,490.00 9,590.000 105,490 (F) WITH WALKWAY) 088 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.0000 9,590.00 9,590.000 9,590 (F) WITH WALKWAY) 089 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 10.0000 7,950.00 795.000 7,950 (F) WITHOUT WALKWAY) 090 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.5000 3,577.50 795.000 3,577 (F) WITHOUT WALKWAY) 091 REMOVE BRIDGE MOUNTED SIGN EA 1,000.0000 4,000.00 4.000 4,000 092 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.6000 18,687.60 27,350.300 16,410 093 FURNISH POLYESTER CONCRETE OVERLAY CF 90.0000 233,730.00 2,338.000 210,420 094 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.0000 186,876.00 27,350.300 164,101 (F) 095 BRIDGE REMOVAL, LOCATION A LS 200,000.0000 200,000.00 1.000 200,000 096 BRIDGE REMOVAL, LOCATION B LS 225,000.0000 225,000.00 1.000 225,000 097 BRIDGE REMOVAL, LOCATION C LS 225,000.0000 225,000.00 1.000 225,000 098 BRIDGE REMOVAL, LOCATION D LS 275,000.0000 275,000.00 1.000 275,000 099 18" REINFORCED CONCRETE PIPE LF 150.0000 48,000.00 309.700 46,455 100 8" CORRUGATED STEEL PIPE (.079" THICK) LF 129.0000 15,480.00 94.500 12,190 101 8" PERFORATED STEEL PIPE UNDERDRAIN LF 56.0000 8,848.00 158.000 8,848 (.064" THICK) 102 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 37.0000 2,516.00 10.000 370 (.079" THICK) 103 12" ENTRANCE TAPER EA 1,100.0000 2,200.00 1.000 1,100 PROGRAM CAS145 PAGE 5 DATE 01/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 02:25 PM ESTIMATE NO. 025 BID OPENING 09/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: TAD SAMPSON/VERONICA DATE OF THIS ESTIMATE 01/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 12" ANCHOR ASSEMBLY EA 225.0000 450.00 0.000 0 105 DRAINAGE INLET MARKER EA 310.0000 3,100.00 0.000 0 106 ROCK SLOPE PROTECTION CY 221.0000 35,360.00 94.200 20,818 (60 LB, CLASS II, METHOD B) (CY) 107 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.1000 605.00 375.500 413 108 DETECTABLE WARNING SURFACE SQFT 57.0000 8,550.00 120.000 6,840 109 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 712.0000 299,040.00 447.000 318,264 AND DRIVEWAY) 110 MINOR CONCRETE (CURB AND CURB RAMP) CY 1,175.0000 17,625.00 18.200 21,385 111 REMOVE CONCRETE (CURB AND GUTTER) LF 6.0000 33,180.00 4,210.000 25,260 112 MISCELLANEOUS IRON AND STEEL LB 3.0000 16,680.00 5,275.000 15,825 (F) 113 MISCELLANEOUS METAL (BRIDGE) LB 14.0000 24,570.00 1,755.000 24,570 (F) 114 MARKER (CULVERT) EA 310.0000 310.00 0.000 0 115 REMOVE MARKER EA 50.0000 350.00 7.000 350 116 REMOVE ROADSIDE SIGN EA 200.0000 22,000.00 81.000 16,200 117 RESET ROADSIDE SIGN EA 256.0000 512.00 0.000 0 118 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 36.0000 16,560.00 0.000 0 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 8,550.00 359.880 5,398 (0.063"-UNFRAMED) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 7,140.00 276.250 3,867 (0.080"-UNFRAMED) 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 38.0000 2,660.00 53.000 2,014 (0.063"-FRAMED) 122 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 36.0000 5,760.00 24.500 882 (0.080"-FRAMED) 123 ROADSIDE SIGN - ONE POST EA 358.0000 32,936.00 56.000 20,048 124 ROADSIDE SIGN - TWO POST EA 970.0000 9,700.00 5.000 4,850 125 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 205.0000 2,050.00 5.000 1,025 METHOD) 126 MIDWEST GUARDRAIL SYSTEM LF 42.0000 16,800.00 287.000 12,054 127 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 41.0000 11,890.00 619.000 25,379 128 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.0000 22,140.00 0.000 0 129 CHAIN LINK RAILING (TYPE 6) LF 118.0000 146,910.00 908.000 107,144 (F) 130 TUBULAR BICYCLE RAILING LF 100.0000 59,000.00 918.800 91,880 (F) PROGRAM CAS145 PAGE 6 DATE 01/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 02:25 PM ESTIMATE NO. 025 BID OPENING 09/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: TAD SAMPSON/VERONICA DATE OF THIS ESTIMATE 01/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 TRANSITION RAILING (TYPE WB-31) EA 5,870.0000 17,610.00 2.000 11,740 132 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,125.0000 6,750.00 7.000 7,875 133 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 27,300.00 6.000 23,400 134 CONCRETE BARRIER (TYPE 60MGF) LF 480.0000 230,400.00 473.500 227,280 135 CONCRETE BARRIER (TYPE 60SD) LF 505.0000 90,900.00 166.300 83,981 136 CONCRETE BARRIER (TYPE 732SW MODIFIED) LF 362.0000 451,414.00 895.080 324,018 (F) 137 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 260.0000 153,400.00 1,195.100 310,726 (F) 138 CONCRETE BARRIER TRANSITION LF 212.0000 55,120.00 252.000 53,424 (F) 139 REMOVE GUARDRAIL LF 8.0000 12,000.00 1,674.000 13,392 140 REMOVE CONCRETE BARRIER LF 65.0000 66,950.00 1,030.000 66,950 141 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 4,650.00 0.000 0 142 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 329.00 0.000 0 (BROKEN 36-12) 143 REMOVE PAINTED TRAFFIC STRIPE (WATER LF 1.2500 13,500.00 11,224.000 14,030 BLASTING) 144 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 18,000.00 17,318.000 21,647 (WATER BLASTING) 145 12" RUMBLE STRIP STA 60.0000 4,080.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 146 6" METHYL METHACRYLATE PAINT LF 2.2500 29,925.00 6,655.000 14,973 TRAFFIC STRIPE 147 4" METHYL METHACRYLATE TRAFFIC STRIPE LF 2.0000 2,020.00 81.000 162 148 6" METHYL METHACRYLATE PAINT LF 1.0000 6,640.00 6,816.000 6,816 TRAFFIC STRIPE (BROKEN 36-12) 149 METHYL METHACRYLATE PAINT TRAFFIC SQFT 15.0000 23,100.00 732.000 10,980 STRIPE CROSSWALK AND PAVEMENT MARKING 150 6" METHYL METHACRYLATE PAINT LF 4.7500 104,975.00 9,610.000 45,647 TRAFFIC STRIPE (RECESSED) 151 8" METHYL METHACRYLATE PAINT LF 6.0000 7,140.00 508.000 3,048 TRAFFIC STRIPE (RECESSED) 152 METHYL METHACRYLATE PAINT TRAFFIC SQFT 24.0000 8,880.00 82.000 1,968 STRIPE CROSSWALK AND PAVEMENT MARKING (RECESSED) 153 MODIFYING AUTOMATIC VEHICLE LS 4,000.0000 4,000.00 0.000 0 CLASSIFICATION SYSTEMS 154 LOCATING AND MAPPING UNDERGROUND LS 75,000.0000 75,000.00 0.500 37,500 FACILITIES 155 SIGN ILLUMINATION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 156 CAMERA SYSTEMS LS 150,000.0000 150,000.00 1.000 150,000 PROGRAM CAS145 PAGE 7 DATE 01/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 02:25 PM ESTIMATE NO. 025 BID OPENING 09/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: TAD SAMPSON/VERONICA DATE OF THIS ESTIMATE 01/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 TEMPORARY SIGNAL SYSTEMS LS 553,000.0000 553,000.00 1.000 553,000 158 MODIFYING ROADWAY WEATHER INFORMATION LS 3,500.0000 3,500.00 1.000 3,500 SYSTEMS 159 MODIFYING LIGHTING SYSTEMS LS 750,000.0000 750,000.00 0.850 637,500 160 MODIFYING SIGN ILLUMINATION SYSTEMS LS 31,000.0000 31,000.00 1.000 31,000 161 MODIFYING TRAFFIC MONITORING STATIONS LS 6,000.0000 6,000.00 0.000 0 162 MODIFYING CHANGEABLE MESSAGE LS 51,000.0000 51,000.00 0.850 43,350 SIGN SYSTEMS 163 MODIFYING VARIABLE MESSAGE SIGN SYSTEMS LS 131,000.0000 131,000.00 0.600 78,600 164 MODIFYING EXTINGUISHABLE MESSAGE SIGN LS 3,000.0000 3,000.00 0.100 300 SYSTEMS 165 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 166 JOINTED PLAIN CONCRETE PAVEMENT CY 517.0000 72,380.00 174.000 89,958 PROGRAM CAS145 PAGE 8 DATE 01/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 02:25 PM ESTIMATE NO. 025 BID OPENING 09/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: TAD SAMPSON/VERONICA DATE OF THIS ESTIMATE 01/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,850.00 23,962,242.75 ADJUSTMENT OF COMPENSATION 0.00 579,655.59 EXTRA WORK 345,116.73 1,553,519.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 347,966.73 26,095,417.36 167 MOBILIZATION LS 2,900,000.0000 2,900,000.00 1.000 2,900,000 ORIGINAL CONTRACT AMOUNT 29,069,362.55 TOTAL WORK COMPLETED 347,966.73 28,995,417.36 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 -30,594.20 TOTAL 357,966.73 28,964,823.16 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 10/09/20 225 04/15/21 01/18/21 02/06/23 251 250 37 0 94% 96% PROGRESS IS SATISFACTORY TAD SAMPSON/VERONICA RESIDENT ENGINEER