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 01/20/22 EST. NO. 012 TIME 04:25 PM R.E. NAME: TAD SAMPSON 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 01/20/22 EST. NO. 012 TIME 04:25 PM R.E. NAME: TAD SAMPSON 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 0.00 -2,594.20 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 -10,000.00 -70,000.00 TOTAL DEDUCTIONS -10,000.00 -72,594.20 PROGRAM CAS145 PAGE 1 DATE 01/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 04:25 PM ESTIMATE NO. 012 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 01/20/22 R.E. NAME: TAD SAMPSON DATE OF THIS ESTIMATE 01/20/22 LOCATION 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 0.462 891,878 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 42,000.00 1.000 6,000.00 4.000 24,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 1.000 200.00 11.000 2,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 101,000.0000 101,000.00 0.600 60,600 007 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 0.726 50,820 008 TRAFFIC CONTROL SYSTEM LS 895,000.0000 895,000.00 0.506 452,870 009 TYPE III BARRICADE EA 50.0000 6,500.00 58.000 2,900 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 528.00 151.000 906 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 5,400.00 18,978.000 9,489 012 PLASTIC TRAFFIC DRUMS EA 54.0000 7,020.00 98.000 5,292 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 210.0000 21,000.00 45.000 9,450 SYSTEM DAY 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 125,000.0000 125,000.00 0.491 61,375 015 TEMPORARY RAILING (TYPE K) LF 35.0000 138,600.00 3,120.000 109,200 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,000.0000 112,000.00 10.000 80,000 017 JOB SITE MANAGEMENT LS 82,000.0000 82,000.00 0.032 2,624.00 0.700 57,400 018 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 1.000 500.00 9.000 4,500 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 185.0000 35,150.00 2.000 370.00 3.000 555 021 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 1.000 2,000 022 MOVE-IN/MOVE-OUT EA 410.0000 4,920.00 6.000 2,460.00 10.000 4,100 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 01/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 04:25 PM ESTIMATE NO. 012 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 01/20/22 R.E. NAME: TAD SAMPSON DATE OF THIS ESTIMATE 01/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,148.000 10,370 025 TEMPORARY CHECK DAM LF 8.0000 1,120.00 0.000 0 026 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 2,500.00 12.000 3,000 027 TEMPORARY FIBER ROLL LF 3.0000 20,100.00 385.000 1,155 028 TEMPORARY GRAVEL BAG BERM LF 12.0000 17,760.00 203.000 2,436.00 302.000 3,624 029 TEMPORARY SILT FENCE LF 2.5000 18,750.00 1,116.000 2,790.00 4,859.000 12,147 030 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 80,000.00 5.000 25,000 031 STREET SWEEPING LS 110,000.0000 110,000.00 0.462 50,820 032 TEMPORARY CONCRETE WASHOUT LS 10,485.0000 10,485.00 0.461 4,833 033 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 0.461 6,454 037 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000 038 ROADWAY EXCAVATION CY 37.0000 573,500.00 0.000 0 039 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 107,900.00 1,415.000 70,750 (F) 040 STRUCTURE EXCAVATION (TYPE D) CY 55.0000 53,625.00 265.000 14,575 (F) 041 STRUCTURE EXCAVATION (ROCK) CY 140.0000 139,720.00 545.000 76,300 (F) 042 STRUCTURE BACKFILL (BRIDGE) CY 30.0000 73,950.00 1,134.000 34,020 (F) 043 IMPORTED BORROW (CY) CY 59.5000 79,135.00 0.000 0 044 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 40,786.000 8,157.20 69,055.000 13,811 047 FIBER ROLLS LF 3.0000 13,050.00 2,540.000 7,620.00 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 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 04:25 PM ESTIMATE NO. 012 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 01/20/22 R.E. NAME: TAD SAMPSON DATE OF THIS ESTIMATE 01/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,378.000 114,374 051 HOT MIX ASPHALT (TYPE A) TON 110.0000 1,166,000.00 443.570 48,792 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 11,480.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.0000 1,470.00 0.000 0 054 PLACE HOT MIX ASPHALT SQYD 121.0000 1,936.00 0.000 0 (MISCELLANEOUS AREA) 055 TACK COAT TON 700.0000 7,000.00 0.000 0 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 14.0000 90,720.00 0.000 0 057 FURNISH STEEL PILING (HP 10 X 57) LF 85.0000 60,265.00 0.000 0 058 DRIVE STEEL PILE (HP 10 X 57) EA 3,200.0000 73,600.00 0.000 0 059 FURNISH STEEL PILING (HP 14 X 89) LF 55.0000 31,680.00 0.000 0 060 DRIVE STEEL PILE (HP 14 X 89) EA 3,300.0000 59,400.00 0.000 0 061 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 0.600 180,000 070 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 470.0000 397,620.00 430.000 202,100 (F) 071 STRUCTURAL CONCRETE, BRIDGE CY 1,060.0000 1,424,640.00 784.000 831,040 (F) 072 STRUCTURAL CONCRETE, BRIDGE CY 975.0000 837,525.00 445.000 433,875 (F) (POLYMER FIBER) 073 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,100.0000 48,300.00 0.000 0 (F) 074 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 21,290.0000 638,700.00 10.000 212,900 GIRDER (50'-60') 075 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 23,500.0000 2,115,000.00 60.000 1,410,000 GIRDER (70'-80') 076 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 2,700.0000 81,000.00 10.000 27,000 GIRDER (80'-90') PROGRAM CAS145 PAGE 4 DATE 01/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 04:25 PM ESTIMATE NO. 012 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 01/20/22 R.E. NAME: TAD SAMPSON DATE OF THIS ESTIMATE 01/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 80.000 28,000 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 817,365.90 425,305.000 552,896 (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 1,621.55 638.000 1,307 (F) 084 HEADED BAR REINFORCEMENT EA 13.0000 36,244.00 974.000 12,662 (F) 085 BAR REINFORCING STEEL (STAINLESS STEEL) LB 3.5000 1,193,269.00 181,884.000 636,594 (BRIDGE) 086 STRUCTURAL STEEL (PIPE PIN) LB 14.0000 38,626.00 1,627.000 22,778 087 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 11.0000 105,490.00 0.000 0 (F) WITH WALKWAY) 088 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.0000 9,590.00 0.000 0 (F) WITH WALKWAY) 089 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 10.0000 7,950.00 0.000 0 (F) WITHOUT WALKWAY) 090 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.5000 3,577.50 0.000 0 (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 0.000 0 093 FURNISH POLYESTER CONCRETE OVERLAY CF 90.0000 233,730.00 0.000 0 094 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.0000 186,876.00 0.000 0 (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 0.000 0 097 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 0.250 68,750 099 18" REINFORCED CONCRETE PIPE LF 150.0000 48,000.00 0.000 0 100 8" CORRUGATED STEEL PIPE (.079" THICK) LF 129.0000 15,480.00 58.500 7,546 101 8" PERFORATED STEEL PIPE UNDERDRAIN LF 56.0000 8,848.00 100.000 5,600 (.064" THICK) 102 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 37.0000 2,516.00 0.000 0 (.079" THICK) 103 12" ENTRANCE TAPER EA 1,100.0000 2,200.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 01/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 04:25 PM ESTIMATE NO. 012 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 01/20/22 R.E. NAME: TAD SAMPSON DATE OF THIS ESTIMATE 01/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 2,210 (60 LB, CLASS II, METHOD B) (CY) 107 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.1000 605.00 58.300 64 108 DETECTABLE WARNING SURFACE SQFT 57.0000 8,550.00 0.000 0 109 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 712.0000 299,040.00 0.000 0 AND DRIVEWAY) 110 MINOR CONCRETE (CURB AND CURB RAMP) CY 1,175.0000 17,625.00 0.000 0 111 REMOVE CONCRETE (CURB AND GUTTER) LF 6.0000 33,180.00 465.000 2,790 112 MISCELLANEOUS IRON AND STEEL LB 3.0000 16,680.00 0.000 0 (F) 113 MISCELLANEOUS METAL (BRIDGE) LB 14.0000 24,570.00 0.000 0 (F) 114 MARKER (CULVERT) EA 310.0000 310.00 0.000 0 115 REMOVE MARKER EA 50.0000 350.00 0.000 0 116 REMOVE ROADSIDE SIGN EA 200.0000 22,000.00 0.000 0 117 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 0.000 0 (0.063"-UNFRAMED) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 7,140.00 0.000 0 (0.080"-UNFRAMED) 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 38.0000 2,660.00 0.000 0 (0.063"-FRAMED) 122 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 36.0000 5,760.00 0.000 0 (0.080"-FRAMED) 123 ROADSIDE SIGN - ONE POST EA 358.0000 32,936.00 40.000 14,320 124 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 4.000 820 METHOD) 126 MIDWEST GUARDRAIL SYSTEM LF 42.0000 16,800.00 0.000 0 127 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 41.0000 11,890.00 0.000 0 128 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.0000 22,140.00 0.000 0 129 CHAIN LINK RAILING (TYPE 6) LF 118.0000 146,910.00 722.000 85,196 (F) 130 TUBULAR BICYCLE RAILING LF 100.0000 59,000.00 394.000 39,400 (F) PROGRAM CAS145 PAGE 6 DATE 01/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 04:25 PM ESTIMATE NO. 012 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 01/20/22 R.E. NAME: TAD SAMPSON DATE OF THIS ESTIMATE 01/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 132 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,125.0000 6,750.00 0.000 0 133 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 27,300.00 0.000 0 134 CONCRETE BARRIER (TYPE 60MGF) LF 480.0000 230,400.00 0.000 0 135 CONCRETE BARRIER (TYPE 60SD) LF 505.0000 90,900.00 0.000 0 136 CONCRETE BARRIER (TYPE 732SW MODIFIED) LF 362.0000 451,414.00 687.000 248,694 (F) 137 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 260.0000 153,400.00 394.000 102,440 (F) 138 CONCRETE BARRIER TRANSITION LF 212.0000 55,120.00 0.000 0 (F) 139 REMOVE GUARDRAIL LF 8.0000 12,000.00 100.000 800 140 REMOVE CONCRETE BARRIER LF 65.0000 66,950.00 513.000 33,345 141 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 1,305.000 1,631 BLASTING) 144 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 18,000.00 10,603.000 13,253 (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 0.000 0 TRAFFIC STRIPE 147 4" METHYL METHACRYLATE TRAFFIC STRIPE LF 2.0000 2,020.00 0.000 0 148 6" METHYL METHACRYLATE PAINT LF 1.0000 6,640.00 0.000 0 TRAFFIC STRIPE (BROKEN 36-12) 149 METHYL METHACRYLATE PAINT TRAFFIC SQFT 15.0000 23,100.00 0.000 0 STRIPE CROSSWALK AND PAVEMENT MARKING 150 6" METHYL METHACRYLATE PAINT LF 4.7500 104,975.00 0.000 0 TRAFFIC STRIPE (RECESSED) 151 8" METHYL METHACRYLATE PAINT LF 6.0000 7,140.00 0.000 0 TRAFFIC STRIPE (RECESSED) 152 METHYL METHACRYLATE PAINT TRAFFIC SQFT 24.0000 8,880.00 0.000 0 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 0.000 0 PROGRAM CAS145 PAGE 7 DATE 01/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 04:25 PM ESTIMATE NO. 012 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 01/20/22 R.E. NAME: TAD SAMPSON DATE OF THIS ESTIMATE 01/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.900 497,700 158 MODIFYING ROADWAY WEATHER INFORMATION LS 3,500.0000 3,500.00 0.000 0 SYSTEMS 159 MODIFYING LIGHTING SYSTEMS LS 750,000.0000 750,000.00 0.100 75,000 160 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 0.375 19,125 SIGN SYSTEMS 163 MODIFYING VARIABLE MESSAGE SIGN SYSTEMS LS 131,000.0000 131,000.00 0.000 0 164 MODIFYING EXTINGUISHABLE MESSAGE SIGN LS 3,000.0000 3,000.00 0.000 0 SYSTEMS 165 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 166 JOINTED PLAIN CONCRETE PAVEMENT CY 517.0000 72,380.00 100.000 51,700.00 100.000 51,700 PROGRAM CAS145 PAGE 8 DATE 01/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5704 TIME 04:25 PM ESTIMATE NO. 012 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 01/20/22 R.E. NAME: TAD SAMPSON DATE OF THIS ESTIMATE 01/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 84,857.20 13,583,726.81 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 344,283.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 84,857.20 13,928,010.00 167 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 84,857.20 16,828,010.00 MATERIALS ON HAND ON SITE -14,217.00 578,899.00 DEDUCTIONS -10,000.00 -72,594.20 TOTAL 60,640.20 17,334,314.80 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 07/01/22 112 140 0 0 57% 50% PROGRESS IS SATISFACTORY *** SUSPENDED ON 09/24/21. TAD SAMPSON RESIDENT ENGINEER PROGRAM CAS145 DATE 01/20/22