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 06/16/25 EST. NO. 048 TIME 06:16 PM R.E. NAME: DIKE, EDDIE 04-160304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0011 665.50 E.W. @ F.A.(+) 061625 N 11 0012 1,055.57 061625 N 12 007 0036 16,200.16 E.W. @ F.A.(+) 061625 N 36 008 0024 24,532.38 E.W. @ F.A.(+) 061624 N 24 42,453.61 TOTAL THIS ESTIMATE 3,390,632.02 TOTAL PREVIOUS ESTIMATE 3,433,085.63 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 06/16/25 EST. NO. 048 TIME 06:16 PM R.E. NAME: DIKE, EDDIE 04-160304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-160304 TIME 06:16 PM ESTIMATE NO. 048 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 06/16/25 LOCATION PROGRESS ESTIMATE 04-ALA-84-13.0/13.6 ----------------- VIKING CONSTRUCTION COMPANY, I ALAMEDA CREEK BRIDGE REPLACEMENT NC. PROJECT 11315 SUNRISE GOLD CIR, STE A RANCHO CORDOVA CA 95742 FED. AID NO. ACNH-P084(54)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,000.0000 12,000.00 1.000 12,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 1,116,000.00 -23.000 -41,400.00 813.000 1,463,400 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 84,000.00 4.000 24,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 61.000 12,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000 007 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.5000 5,070.00 2,775.000 4,162 009 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 2,400.00 32.000 2,400 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 5,000.0000 5,000.00 1.000 5,000 SYSTEMS 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 1.000 15,000 012 TEMPORARY RAILING (TYPE K) LF 35.0000 119,700.00 3,680.000 128,800 013 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 60,000.00 10.000 50,000 014 TEMPORARY RADAR SPEED FEEDBACK EA 7,500.0000 15,000.00 2.000 15,000 SIGN SYSTEM 015 JOB SITE MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500 016 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 48,500.00 65.000 32,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 10,800.00 62.000 24,800 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 4.000 8,000 020 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 5,850.00 24,242.000 36,363 (BONDED FIBER MATRIX) 021 TEMPORARY COVER SQYD 35.0000 26,250.00 690.000 24,150 022 TEMPORARY FIBER ROLL LF 3.0000 5,400.00 1,580.000 4,740 PROGRAM CAS145 PAGE 2 DATE 06/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-160304 TIME 06:16 PM ESTIMATE NO. 048 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 06/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY GRAVEL BAG BERM LF 15.0000 4,500.00 0.000 0 024 TEMPORARY REINFORCED SILT FENCE (TYPE 2) LF 5.0000 22,700.00 0.000 0 025 TEMPORARY SILT FENCE LF 3.0000 9,000.00 0.000 0 026 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 6,500.00 3.000 19,500 027 TEMPORARY CONSTRUCTION ROADWAY SQYD 225.0000 270,000.00 1,200.000 270,000 028 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 029 TEMPORARY ACTIVE TREATMENT SYSTEM LS 75,000.0000 75,000.00 1.000 75,000 030 TEMPORARY CONCRETE WASHOUT LS 12,000.0000 12,000.00 1.000 12,000 031 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 135,000.00 277.000 138,500 032 WATER QUALITY MONITORING REPORT EA 150.0000 2,250.00 19.000 2,850 033 TEMPORARY CREEK DIVERSION SYSTEMS LS 500,000.0000 500,000.00 1.000 500,000 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 6.0000 14,040.00 2,340.000 14,040 STRIPE (HAZARDOUS WASTE) 035 WORK AREA MONITORING (BRIDGE) LS 5,000.0000 5,000.00 1.000 5,000 036 TREATED WOOD WASTE LB 0.2500 4,575.00 18,300.000 4,575 037 REMOVE CONCRETE (CY) CY 350.0000 171,500.00 450.000 157,500 038 TEMPORARY HIGH-VISIBILITY FENCE LF 3.0000 28,950.00 0.000 0 039 TEMPORARY CONSTRUCTION MAT (LS) LS 50,000.0000 50,000.00 1.000 50,000 040 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 041 ROADWAY EXCAVATION CY 42.0000 244,020.00 7,045.000 295,890 042 CHANNEL EXCAVATION CY 45.0000 168,750.00 3,750.000 168,750 043 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 96,200.00 962.000 96,200 (F) 044 STRUCTURE EXCAVATION (TYPE D) CY 250.0000 58,750.00 235.000 58,750 (F) 045 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 75.0000 41,400.00 552.000 41,400 (F) 046 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 53,500.00 535.000 53,500 (F) 047 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 100.0000 6,500.00 65.000 6,500 (F) 048 IMPORTED BORROW (CY) CY 42.0000 105,000.00 3,536.000 148,512 049 EMBANKMENT CONFINEMENT SYSTEM (ECS) CY 500.0000 345,000.00 2,260.000 1,130,000 PROGRAM CAS145 PAGE 3 DATE 06/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-160304 TIME 06:16 PM ESTIMATE NO. 048 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 06/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADSIDE CLEARING LS 10,000.0000 10,000.00 1.000 10,000 051 CULTIVATION SQYD 0.2500 1,865.00 7,460.000 1,865 052 SOIL AMENDMENT CY 50.0000 24,500.00 490.000 24,500 053 ORGANIC FERTILIZER LB 2.0000 160.00 80.000 160 054 PLANT (GROUP H) EA 10.0000 3,900.00 390.000 3,900 055 PLANT (GROUP M) EA 25.0000 17,000.00 680.000 17,000 056 PLANT (GROUP B) EA 20.0000 7,400.00 500.000 10,000 057 PLANT (GROUP U) EA 35.0000 12,250.00 310.000 10,850 058 PLANT ESTABLISHMENT WORK LS 65,000.0000 65,000.00 1.000 65,000 059 WOOD MULCH CY 110.0000 8,140.00 74.000 8,140 060 FOLIAGE PROTECTOR EA 40.0000 28,800.00 1,047.000 41,880 061 2 1/2" WYE STRAINER ASSEMBLY EA 1,400.0000 1,400.00 1.000 1,400 062 2" GALVANIZED STEEL PIPE LF 75.0000 48,075.00 641.000 48,075 (F) (SUPPLY LINE ON BRIDGE) 063 RISER SPRINKLER ASSEMBLY EA 20.0000 10,400.00 520.000 10,400 064 CAM COUPLER ASSEMBLY EA 1,600.0000 1,600.00 1.000 1,600 065 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 45,262.00 6,466.000 45,262 (F) LINE) 066 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.0000 8,488.00 1,061.000 8,488 (F) LINE) 067 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 7,420.00 742.000 7,420 (F) (SUPPLY LINE) 068 2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 7,340.00 734.000 7,340 (F) (SUPPLY LINE) 069 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 15.0000 16,995.00 1,133.000 16,995 (F) (SUPPLY LINE) 070 QUICK COUPLING VALVE EA 400.0000 2,400.00 6.000 2,400 071 CHECK VALVE EA 350.0000 2,100.00 6.000 2,100 072 BALL VALVE EA 750.0000 7,500.00 10.000 7,500 073 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 900.0000 5,400.00 6.000 5,400 074 IMPORTED SOIL (BIOFILTRATION SWALE) CY 80.0000 7,200.00 90.000 7,200 075 DRY SEED (SQFT) SQFT 0.2500 1,625.00 6,500.000 1,625 076 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7500 21,750.00 29,000.000 21,750 PROGRAM CAS145 PAGE 4 DATE 06/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-160304 TIME 06:16 PM ESTIMATE NO. 048 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 06/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7500 3,600.00 4,800.000 3,600 078 HYDROMULCH SQFT 0.1000 14,800.00 148,000.000 14,800 079 FIBER ROLLS LF 3.0000 10,650.00 6,625.000 19,875 080 HYDROSEED SQFT 0.1500 22,200.00 148,000.000 22,200 081 INCORPORATE MATERIALS SQFT 4.0000 26,000.00 6,500.000 26,000 082 CLASS 4 AGGREGATE SUBBASE CY 37.0000 88,430.00 2,285.000 84,545 083 CLASS 2 AGGREGATE BASE (CY) CY 54.0000 97,740.00 1,860.000 100,440 084 RAPID STRENGTH CONCRETE BASE CY 250.0000 5,000.00 20.000 5,000 085 PRIME COAT TON 100.0000 490.00 4.850 485 086 HOT MIX ASPHALT (TYPE A) TON 155.0000 347,200.00 2,506.070 388,440 087 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 165.0000 189,750.00 1,483.760 244,820 088 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.0000 2,340.00 0.000 0 089 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 3,540.00 385.000 2,310 090 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 1,560.00 374.000 2,244 091 PLACE HOT MIX ASPHALT SQYD 100.0000 300.00 3.000 300 (MISCELLANEOUS AREA) 092 TACK COAT TON 100.0000 930.00 6.000 600 093 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 20,400.00 1,502.000 15,020 094 REMOVE BASE AND SURFACING CY 25.0000 59,500.00 2,380.000 59,500 095 SOIL NAIL LF 60.0000 442,800.00 7,380.000 442,800 096 SOIL NAIL (CORING METHOD) LF 70.0000 186,200.00 2,660.000 186,200 097 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 250.0000 43,750.00 199.000 49,750 098 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 350.0000 7,700.00 22.000 7,700 099 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 400.0000 324,000.00 810.000 324,000 (ROCK SOCKET) 100 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 57,000.00 59.000 59,000 (ROCK SOCKET) 101 120" CAST-IN-DRILLED-HOLE CONCRETE LF 6,500.0000 1,794,000.00 276.000 1,794,000 PILING (ROCK SOCKET) 102 PRESTRESSING CAST-IN-PLACE CONCRETE LS 120,000.0000 120,000.00 1.000 120,000 103 PRECAST CONCRETE BAT HOUSE EA 2,000.0000 8,000.00 7.000 14,000 PROGRAM CAS145 PAGE 5 DATE 06/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-160304 TIME 06:16 PM ESTIMATE NO. 048 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 06/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 900.0000 76,500.00 85.000 76,500 (F) 105 STRUCTURAL CONCRETE, BRIDGE CY 1,210.0000 1,599,620.00 1,330.270 1,609,626 (F) 106 STRUCTURAL CONCRETE, BRIDGE CY 1,230.0000 1,216,470.00 989.000 1,216,470 (F) (POLYMER FIBER) 107 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 83,700.00 93.000 83,700 (F) (TYPE N) 108 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 25,200.00 28.000 25,200 (F) (TYPE N MODIFIED) 109 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,800.0000 70,740.00 39.000 70,200 (F) 110 MINOR CONCRETE CY 1,000.0000 23,000.00 23.000 23,000 (F) 111 JOINT SEAL (MR 1") LF 200.0000 4,400.00 22.000 4,400 112 JOINT SEAL ASSEMBLY (MR 4") LF 250.0000 21,250.00 85.000 21,250 (MODIFIED) 113 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 1,314,467.00 1,314,467.000 1,314,467 (F) 114 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 25,845.00 26,265.000 26,265 (F) 115 BAR REINFORCING STEEL (BRIDGE) LB 6.0000 10,020.00 1,670.000 10,020 (F) (STAINLESS) 116 HEADED BAR REINFORCEMENT EA 13.0000 15,678.00 1,206.000 15,678 (F) 117 STRUCTURAL SHOTCRETE CY 800.0000 232,000.00 290.000 232,000 (F) 118 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 13,950.00 27,900.000 13,950 119 FURNISH POLYESTER CONCRETE OVERLAY CF 82.0000 190,650.00 2,432.300 199,448 120 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 83,700.00 27,900.000 83,700 (F) 121 BRIDGE REMOVAL LS 300,000.0000 300,000.00 1.000 300,000 122 18" ALTERNATIVE PIPE CULVERT LF 175.0000 224,000.00 1,280.000 224,000 123 18" SLOTTED CORRUGATED STEEL PIPE LF 310.0000 111,600.00 358.000 110,980 (.064" THICK) 124 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 200.0000 80,000.00 400.000 80,000 (F) 125 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 200.0000 10,000.00 50.000 10,000 126 10" WELDED STEEL PIPE CASING (BRIDGE) LF 300.0000 12,000.00 40.000 12,000 127 24" WELDED STEEL PIPE CASING (BRIDGE) LF 350.0000 14,000.00 40.000 14,000 128 18" ALTERNATIVE FLARED END SECTION EA 2,200.0000 2,200.00 1.000 2,200 129 ABANDON CULVERT (LF) LF 50.0000 21,000.00 420.000 21,000 130 ABANDON INLET EA 2,500.0000 17,500.00 7.000 17,500 PROGRAM CAS145 PAGE 6 DATE 06/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-160304 TIME 06:16 PM ESTIMATE NO. 048 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 06/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE CULVERT (LF) LF 75.0000 9,000.00 120.000 9,000 132 REMOVE HEADWALL EA 5,000.0000 5,000.00 1.000 5,000 133 SAND BACKFILL CY 350.0000 9,800.00 39.000 13,650 134 REMOVE SLOPE PAVING (SQYD) SQYD 600.0000 56,400.00 114.000 68,400 135 ROCK SLOPE PROTECTION (FACING, METHOD B) TON 1,500.0000 3,600.00 2.400 3,600 (TON) 136 CONCRETE (CONCRETE APRON) CY 2,500.0000 750.00 0.300 750 137 SLOPE PAVING (CONCRETE) CY 3,200.0000 28,800.00 12.000 38,400 138 ROCK SLOPE PROTECTION CY 200.0000 34,000.00 170.000 34,000 (300 LB, CLASS IV, METHOD B) (CY) 139 ROCK GROUP A, PLACEMENT METHOD A CY 75.0000 16,500.00 220.000 16,500 140 ROCK GROUP B, PLACEMENT METHOD A CY 75.0000 33,000.00 440.000 33,000 141 ROCK GROUP C, PLACEMENT METHOD A CY 75.0000 12,750.00 170.000 12,750 142 ESM-1 (CLASS III RSP), PLACEMENT METHOD CY 60.0000 98,400.00 1,640.000 98,400 B 143 ESM-2, JETTING CY 60.0000 43,200.00 720.000 43,200 144 ROCK SLOPE PROTECTION CY 500.0000 1,000.00 2.000 1,000 (20 LB, CLASS I, METHOD B) (CY) 145 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 210.00 20.900 209 146 MISCELLANEOUS IRON AND STEEL LB 3.0000 17,103.00 5,701.000 17,103 (F) 147 ISOLATION CASING LB 12.0000 106,728.00 8,894.000 106,728 (F) 148 MISCELLANEOUS METAL (BRIDGE) LB 18.0000 22,284.00 1,238.000 22,284 (F) 149 BRIDGE DECK DRAINAGE SYSTEM LB 30.0000 40,830.00 1,361.000 40,830 (F) 150 STAIN GALVANIZED SURFACES (LS) LS 20,000.0000 20,000.00 1.000 20,000 151 STAIN GALVANIZED SURFACES (LF) LF 40.0000 52,360.00 1,309.000 52,360 152 REMOVE FENCE LF 20.0000 10,200.00 510.000 10,200 153 REMOVE GATE EA 500.0000 500.00 1.000 500 154 REMOVE PAVEMENT MARKER EA 6.0000 1,800.00 300.000 1,800 155 REMOVE DELINEATOR EA 15.0000 1,395.00 93.000 1,395 156 DELINEATOR (CLASS 1) EA 50.0000 2,600.00 48.000 2,400 157 GUARD RAILING DELINEATOR EA 35.0000 735.00 19.000 665 PROGRAM CAS145 PAGE 7 DATE 06/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-160304 TIME 06:16 PM ESTIMATE NO. 048 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 06/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 1,380.00 576.000 3,456 159 REMOVE MARKER EA 20.0000 600.00 30.000 600 160 REMOVE ROADSIDE SIGN EA 100.0000 1,500.00 15.000 1,500 161 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 1,050.00 35.000 1,050 (0.063"-UNFRAMED) 162 ROADSIDE SIGN - ONE POST EA 350.0000 1,400.00 4.000 1,400 163 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 45,900.00 1,530.000 45,900 164 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.0000 59,000.00 590.000 59,000 165 CONCRETE BARRIER MARKER EA 50.0000 250.00 6.000 300 166 TRANSITION RAILING (TYPE WB-31) EA 6,500.0000 19,500.00 2.000 13,000 167 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,500.0000 9,000.00 2.000 9,000 168 SEVERE DUTY CRASH CUSHION EA 50,000.0000 100,000.00 1.000 50,000 169 CONCRETE BARRIER (TYPE 60MC) LF 315.0000 88,200.00 0.000 0 170 CALIFORNIA ST-75 BRIDGE RAIL LF 285.0000 379,620.00 1,332.000 379,620 (F) (MODIFIED) 171 CONCRETE BARRIER TRANSITION LF 315.0000 12,600.00 0.000 0 (F) 172 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 135.0000 47,790.00 418.760 56,532 173 REMOVE GUARDRAIL LF 12.0000 16,920.00 1,410.000 16,920 174 REMOVE CONCRETE BARRIER LF 110.0000 96,800.00 354.000 38,940 175 REMOVE CONCRETE BARRIER (TYPE K) LF 45.0000 4,500.00 100.000 4,500 176 THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 18,900.00 12,470.000 21,822 (ENHANCED WET NIGHT VISIBILITY) 177 THERMOPLASTIC PAVEMENT MARKING SQFT 50.0000 600.00 24.000 1,200 (ENHANCED WET NIGHT VISIBILITY) 178 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,680.00 2,340.000 4,680 179 6" RUMBLE STRIP STA 30.0000 1,020.00 36.000 1,080 (ASPHALT CONCRETE PAVEMENT) 180 12" RUMBLE STRIP STA 32.0000 736.00 24.000 768 (ASPHALT CONCRETE PAVEMENT) 181 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 182 OBJECT MARKER (TYPE P) EA 50.0000 400.00 8.000 400 PROGRAM CAS145 PAGE 8 DATE 06/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-160304 TIME 06:16 PM ESTIMATE NO. 048 BID OPENING 10/29/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 06/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -41,400.00 16,822,711.15 ADJUSTMENT OF COMPENSATION 0.00 426,636.64 EXTRA WORK 42,453.61 3,006,448.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,053.61 20,255,796.78 183 MOBILIZATION LS 1,740,000.0000 1,740,000.00 1.000 1,740,000 ORIGINAL CONTRACT AMOUNT 17,456,236.00 TOTAL WORK COMPLETED 1,053.61 21,995,796.78 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,053.61 21,995,796.78 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 12/15/20 620 02/08/21 02/08/21 05/15/25 758 312 193 0 100% 93% PROGRESS IS SATISFACTORY DIKE, EDDIE RESIDENT ENGINEER