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 03/26/24 EST. NO. 001 TIME 09:26 AM R.E. NAME: TROY SCHEIBER 10-1F1804 --------------------------------------------------------------------------- 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 03/26/24 EST. NO. 001 TIME 09:26 AM R.E. NAME: TROY SCHEIBER 10-1F1804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1F1804 TIME 09:26 AM ESTIMATE NO. 001 BID OPENING 08/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 03/26/24 LOCATION PROGRESS ESTIMATE 10-SJ-4-R16.0/R19.4 ----------------- VIKING CONSTRUCTION COMPANY, SAN JOAQUIN COUNTY IN STOCKTON AT VARIOUS INC. LOCATIONS FROM 0.3 MILE EAST OF ROUTE 4/5 11315 SUNRISE GOLD CIRCLE SUI SEPARATION TO 0.4 MILE WEST OF ROUTE 4/99 RANCHO CORDOVA CA 95742 SEPARATION FED. AID NO. ACNH-P004(162)E BRIDGE WORK, CONCRETE BARRIER, AND INSTALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.250 1,250.00 0.250 1,250 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.500 5,000.00 0.500 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,600.0000 1,368,000.00 1.000 3,600.00 1.000 3,600 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.250 10,000.00 0.250 10,000 007 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.000 0 008 TRAFFIC CONTROL SUPERVISOR DAY 1,500.0000 90,000.00 0.000 0 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,200.0000 48,000.00 0.000 0 010 TEMPORARY TRAFFIC STRIPE (TAPE) LF 6.0000 19,740.00 0.000 0 011 PORTABLE TEMPORARY LIGHTING SYSTEM EA 24,000.0000 144,000.00 0.000 0 012 CHANNELIZER (SURFACE MOUNTED) EA 125.0000 9,500.00 0.000 0 013 TEMPORARY PAVEMENT MARKER EA 25.0000 775.00 0.000 0 014 TEMPORARY BARRIER SYSTEM LF 70.0000 309,400.00 0.000 0 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.000 0 016 TEMPORARY CRASH CUSHION MODULE EA 400.0000 30,000.00 0.000 0 017 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 15,000.0000 120,000.00 0.000 0 018 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.010 250.00 0.010 250 019 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.250 1,250.00 0.250 1,250 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 15,000.00 0.000 0 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 15,000.00 0.000 0 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 03/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1F1804 TIME 09:26 AM ESTIMATE NO. 001 BID OPENING 08/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 03/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 16.0000 2,240.00 0.000 0 MATRIX) 024 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 2,600.00 0.000 0 025 TEMPORARY FIBER ROLL LF 12.0000 3,600.00 0.000 0 026 TEMPORARY SILT FENCE LF 10.0000 3,000.00 0.000 0 027 TEMPORARY STRAW BALE BARRIER LF 13.0000 3,900.00 0.000 0 028 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 30,000.00 0.000 0 029 STREET SWEEPING LS 10,000.0000 10,000.00 0.000 0 030 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.000 0 031 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.000 0 032 TREATED WOOD WASTE LB 1.0000 340.00 0.000 0 033 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 0.000 0 034 ROADWAY EXCAVATION CY 25.0000 5,000.00 0.000 0 035 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 125.0000 78,750.00 0.000 0 DEPOSITED LEAD) 036 STRUCTURE EXCAVATION (BRIDGE) CY 200.0000 414,200.00 0.000 0 (F) 037 STRUCTURE EXCAVATION (RETAINING WALL) CY 100.0000 52,000.00 0.000 0 (F) 038 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 200.0000 29,000.00 0.000 0 (F) 039 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 400.0000 56,000.00 0.000 0 (F) 040 STRUCTURE BACKFILL (BRIDGE) CY 175.0000 265,825.00 0.000 0 (F) 041 STRUCTURE BACKFILL (SLURRY CEMENT) CY 310.0000 384,400.00 0.000 0 042 STRUCTURE BACKFILL (RETAINING WALL) CY 215.0000 112,015.00 0.000 0 (F) 043 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 350.0000 10,850.00 0.000 0 (F) 044 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 150.0000 27,450.00 0.000 0 (F) 045 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 375.0000 99,750.00 0.000 0 (F) 046 LEAN CONCRETE BACKFILL CY 450.0000 20,700.00 0.000 0 (F) 047 IMPORTED BORROW (CY) CY 60.0000 121,200.00 0.000 0 048 SOIL AMENDMENT CY 130.0000 208.00 0.000 0 049 PACKET FERTILIZER EA 0.1500 7.50 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1F1804 TIME 09:26 AM ESTIMATE NO. 001 BID OPENING 08/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 03/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SLOW-RELEASE FERTILIZER LB 2.5000 12.75 0.000 0 051 PLANT (GROUP B) EA 150.0000 1,050.00 0.000 0 052 PLANT (GROUP U) EA 200.0000 2,400.00 0.000 0 053 PLANT ESTABLISHMENT WORK LS 15,500.0000 15,500.00 0.000 0 054 WOOD MULCH CY 75.0000 62,250.00 0.000 0 055 CHECK AND TEST EXISTING IRRIGATION LS 4,000.0000 4,000.00 0.000 0 FACILITIES 056 OPERATE EXISTING IRRIGATION FACILITIES LS 3,000.0000 3,000.00 0.000 0 057 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 55.0000 2,640.00 0.000 0 058 RISER SPRINKLER ASSEMBLY EA 24.0000 912.00 0.000 0 059 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 5,600.00 0.000 0 (F) LINE) 060 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 1,800.00 0.000 0 (F) LINE) 061 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 1,750.00 0.000 0 (F) (SUPPLY LINE) 062 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 6,500.00 0.000 0 (F) (SUPPLY LINE) 063 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 12.0000 5,280.00 0.000 0 (F) LINE) 064 CLASS 2 AGGREGATE BASE (CY) CY 135.0000 78,300.00 0.000 0 065 HOT MIX ASPHALT (TYPE A) TON 185.0000 135,050.00 0.000 0 066 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 12.0000 4,920.00 0.000 0 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 12.0000 3,120.00 0.000 0 068 TACK COAT TON 2,000.0000 2,200.00 0.000 0 069 REMOVE ASPHALT CONCRETE DIKE LF 12.0000 10,080.00 0.000 0 070 GROUND ANCHOR (SUBHORIZONTAL) EA 12,000.0000 192,000.00 0.000 0 071 SOIL NAIL LF 175.0000 325,150.00 0.000 0 072 STEEL SOLDIER PILE (HP 14 X 117) LF 150.0000 187,200.00 0.000 0 073 STEEL SOLDIER PILE (2 - W 14 X 82) LF 200.0000 131,200.00 0.000 0 074 30" DRILLED HOLE LF 100.0000 112,500.00 0.000 0 075 36" DRILLED HOLE LF 125.0000 50,000.00 0.000 0 076 FURNISH STEEL PILING (HP 14 X 89) LF 85.0000 1,168,750.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1F1804 TIME 09:26 AM ESTIMATE NO. 001 BID OPENING 08/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 03/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRIVE STEEL PILE (HP 14 X 89) EA 3,500.0000 987,000.00 0.000 0 078 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.000 0 079 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,200.0000 699,600.00 0.000 0 (F) 080 STRUCTURAL CONCRETE, BRIDGE CY 1,545.0000 2,879,880.00 0.000 0 (F) 081 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 1,200.0000 1,041,600.00 0.000 0 (F) FIBER) 082 STRUCTURAL CONCRETE, RETAINING WALL CY 1,250.0000 186,250.00 0.000 0 (F) 083 STRUCTURAL CONCRETE, WALL FACING CY 2,400.0000 585,600.00 0.000 0 084 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,275.0000 295,800.00 0.000 0 (F) 085 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,500.0000 159,000.00 0.000 0 (F) N) 086 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,200.0000 28,800.00 0.000 0 087 MINOR CONCRETE (BARRIER CAP) CY 2,000.0000 74,000.00 0.000 0 (F) 088 MINOR CONCRETE (PLANTER BOX) CY 8,500.0000 34,000.00 0.000 0 089 CONCRETE SURFACE TEXTURE (GROOVE) SQFT 12.5000 220,525.00 0.000 0 090 CONCRETE SURFACE TEXTURE (SAND BLAST) SQFT 5.0000 7,280.00 0.000 0 091 DRILL AND BOND DOWEL LF 75.0000 10,875.00 0.000 0 092 DRILL AND BOND DOWEL (CHEMICAL LF 70.0000 18,550.00 0.000 0 ADHESIVE)(LF) 093 CLEAN EXPANSION JOINT LF 50.0000 16,650.00 0.000 0 094 PRECAST CONCRETE EXPOSED AGGREGATE PANEL SQFT 100.0000 1,008,600.00 0.000 0 095 JOINT SEAL (MR 1 1/2") LF 180.0000 37,620.00 0.000 0 096 JOINT SEAL ASSEMBLY (MR 3") LF 300.0000 12,300.00 0.000 0 097 JOINT SEAL (MR 2") LF 275.0000 6,600.00 0.000 0 098 JOINT SEAL (TYPE AL) LF 70.0000 98,000.00 0.000 0 099 BAR REINFORCING STEEL (WALL FACING) LB 1.5000 35,040.00 0.000 0 (F) 100 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 1,336,800.00 0.000 0 (F) 101 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 35,208.00 0.000 0 (F) 102 STRUCTURAL SHOTCRETE CY 800.0000 22,400.00 0.000 0 (F) 103 TIMBER LAGGING MFBM 5,200.0000 145,600.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 03/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1F1804 TIME 09:26 AM ESTIMATE NO. 001 BID OPENING 08/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 03/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CLEAN AND PAINT STEEL SOLDIER PILING LS 100,000.0000 100,000.00 0.000 0 105 ABANDON BRIDGE DECK DRAIN EA 500.0000 5,000.00 0.000 0 106 REMOVE RETAINING WALL (PORTION) (CY) CY 700.0000 112,000.00 0.000 0 107 REFINISH BRIDGE DECK SQFT 28.0000 64,904.00 0.000 0 108 REFINISH CONCRETE SURFACE SQFT 50.0000 56,850.00 0.000 0 109 BRIDGE REMOVAL (PORTION), LOCATION A LS 100,000.0000 100,000.00 0.000 0 110 BRIDGE REMOVAL (PORTION), LOCATION B LS 125,000.0000 125,000.00 0.000 0 111 BRIDGE REMOVAL (PORTION), LOCATION C LS 125,000.0000 125,000.00 0.000 0 112 BRIDGE REMOVAL (PORTION), LOCATION D LS 125,000.0000 125,000.00 0.000 0 113 BRIDGE REMOVAL (PORTION), LOCATION E LS 100,000.0000 100,000.00 0.000 0 114 18" ALTERNATIVE PIPE CULVERT LF 300.0000 4,200.00 0.000 0 115 18" REINFORCED CONCRETE PIPE LF 450.0000 27,900.00 0.000 0 116 12" CORRUGATED STEEL PIPE (.079" THICK) LF 260.0000 13,780.00 0.000 0 117 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.0000 11,600.00 0.000 0 (.064" THICK) 118 3" PLASTIC PIPE DOWNDRAIN LF 100.0000 6,500.00 0.000 0 119 ABANDON CULVERT (EA) EA 3,200.0000 3,200.00 0.000 0 120 REMOVE CULVERT (LF) LF 150.0000 16,500.00 0.000 0 121 REMOVE INLET EA 2,000.0000 10,000.00 0.000 0 122 SLOPE PAVING (CONCRETE) CY 3,500.0000 49,000.00 0.000 0 123 SLOPE PAVING (STAMPED CONCRETE) SQFT 75.0000 102,900.00 0.000 0 124 MINOR CONCRETE (GUTTER) (LF) LF 140.0000 29,680.00 0.000 0 125 MISCELLANEOUS IRON AND STEEL LB 3.0000 5,880.00 0.000 0 126 ISOLATION CASING (CORRUGATED STEEL PIPE) LB 10.0000 127,760.00 0.000 0 (F) 127 BRIDGE DECK DRAINAGE SYSTEM LB 17.0000 96,730.00 0.000 0 (F) 128 PREPARE AND STAIN CONCRETE SQFT 100.0000 21,600.00 0.000 0 129 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 12,100.00 782.000 7,820.00 782.000 7,820 130 CHAIN LINK FENCE (TYPE CL-6) LF 22.0000 27,940.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 03/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1F1804 TIME 09:26 AM ESTIMATE NO. 001 BID OPENING 08/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 03/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE FENCE LF 10.0000 16,000.00 0.000 0 132 RECONSTRUCT FENCE LF 90.0000 27,900.00 0.000 0 133 REMOVE PAVEMENT MARKER EA 1.0000 190.00 0.000 0 134 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 900.00 0.000 0 135 REMOVE ROADSIDE SIGN EA 125.0000 1,000.00 0.000 0 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 6,150.00 0.000 0 (0.063"-UNFRAMED) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,530.00 0.000 0 (0.080"-UNFRAMED) 138 ROADSIDE SIGN - ONE POST EA 300.0000 1,500.00 0.000 0 139 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 5,375.00 0.000 0 METHOD) 140 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 275.0000 3,575.00 0.000 0 141 CABLE RAILING LF 41.0000 8,692.00 0.000 0 (F) 142 CONCRETE BARRIER (TYPE 60MD) LF 175.0000 37,100.00 0.000 0 143 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 200.0000 596,200.00 0.000 0 (F) 144 SALVAGE METAL BRIDGE RAILING LF 20.0000 29,600.00 0.000 0 145 REMOVE CONCRETE BARRIER LF 200.0000 118,000.00 0.000 0 146 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 55.0000 26,950.00 0.000 0 WET NIGHT VISIBILITY) 147 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN LF 5.0000 7,650.00 0.000 0 17-7) 148 PAVEMENT MARKING TAPE (WARRANTY) SQFT 20.0000 16,200.00 0.000 0 149 6" THERMOPLASTIC TRAFFIC STRIPE LF 10.0000 21,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 150 12" THERMOPLASTIC TRAFFIC STRIPE LF 22.0000 7,480.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 151 REMOVE PAINTED PAVEMENT MARKING SQFT 35.0000 10,500.00 0.000 0 152 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 38,880.00 0.000 0 153 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 18.0000 56,880.00 0.000 0 154 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 13.0000 8,320.00 0.000 0 (BROKEN 17-7) 155 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 25.0000 5,000.00 0.000 0 156 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 40.0000 34,400.00 0.000 0 157 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 7 DATE 03/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1F1804 TIME 09:26 AM ESTIMATE NO. 001 BID OPENING 08/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 03/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 RAMP METERING SYSTEM LS 3,500,000.0000 3,500,000.00 0.000 0 159 TEMPORARY LIGHTING SYSTEMS LS 50,000.0000 50,000.00 0.000 0 160 MODIFYING LIGHTING SYSTEMS LS 125,000.0000 125,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 03/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1F1804 TIME 09:26 AM ESTIMATE NO. 001 BID OPENING 08/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 03/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 29,170.00 29,170.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 29,170.00 29,170.00 161 MOBILIZATION LS 2,600,000.0000 2,600,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 26,248,389.25 TOTAL WORK COMPLETED 29,170.00 29,170.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 29,170.00 29,170.00 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 10/05/23 380 02/29/24 02/29/24 09/25/25 1 14 0 0 0% 0% PROGRESS IS SATISFACTORY TROY SCHEIBER RESIDENT ENGINEER