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 10/21/24 EST. NO. 004 TIME 01:53 PM R.E. NAME: MARTIN, ANDREW 03-3H5604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 13,064.53 E.W. @ F.A.(+) 072024 N 0001.0 005 0001 2,500.00 E.W. @ F.A.(+) 091124 N 0002.0 15,564.53 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 15,564.53 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 10/21/24 EST. NO. 004 TIME 01:53 PM R.E. NAME: MARTIN, ANDREW 03-3H5604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA-1391 -10,000.00 002 FHWA-1391 10,000.00 003 0.00 0.00 LABOR COMPLIANCE VIOLATION DEDUCT LETTER 10/24 -2,000.00 004 -2,000.00 -2,000.00 OVERBID ITEMS OVERBID ITEM NO. 196 -60.64 003 0.00 -60.64 TOTAL DEDUCTIONS -2,000.00 -2,060.64 PROGRAM CAS145 PAGE 1 DATE 10/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5604 TIME 01:53 PM ESTIMATE NO. 004 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: MARTIN, ANDREW DATE OF THIS ESTIMATE 10/21/24 LOCATION PROGRESS ESTIMATE 03-VAR ----------------- FLATIRON WEST INC. PLACER AND NEVADA COUNTIES NEAR CISCO 2100 GOODYEAR RD. GROVE ON ROUTE 80 FROM 0.4 MILE WEST OF BENICIA CA 94510 LAKE VALLEY OVERCROSSING TO 0.9 MILE EAST OF YUBA PASS SEPARATION AND OVERHEAD AND FED. AID NO. BFNH-000C(560)E STRUCTURAL CONC, BAR REINFORCING STEEL, BR ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 2,500 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,000.0000 4,000.00 0.000 0 003 TIME-RELATED OVERHEAD (LS) LS 2,275,000.0000 2,275,000.00 0.046 104,650.00 0.189 429,975 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 78,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 12,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 250,000.0000 250,000.00 0.046 11,500.00 0.189 47,250 007 CONSTRUCTION AREA SIGNS LS 19,600.0000 19,600.00 0.300 5,880 008 TRAFFIC CONTROL SYSTEM LS 1,300,000.0000 1,300,000.00 0.267 347,100.00 0.600 780,000 009 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 010 TYPE III BARRICADE EA 200.8000 2,610.40 0.000 0 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6500 66,950.00 8,127.000 5,282 012 PLASTIC TRAFFIC DRUMS EA 125.0000 10,000.00 6.000 750 013 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.046 2,300.00 0.189 9,450 015 TEMPORARY RAILING (TYPE K) LF 60.0000 2,094,000.00 12,660.000 759,600 016 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 5,500.0000 88,000.00 5.000 27,500 017 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 500.0000 40,000.00 0.000 0 018 JOB SITE MANAGEMENT LS 150,000.0000 150,000.00 0.046 6,900.00 0.189 28,350 019 STORMWATER POLLUTION PREVENTION PLAN LS 1,295.0000 1,295.00 0.857 1,109.82 1.000 1,295 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 725.0000 126,875.00 0.000 0 021 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 022 TEMPORARY EROSION CONTROL BLANKET SQYD 4.0500 12,150.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5604 TIME 01:53 PM ESTIMATE NO. 004 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: MARTIN, ANDREW DATE OF THIS ESTIMATE 10/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 198.0000 3,564.00 1.000 198.00 2.000 396 CONTROL) 024 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.4300 10,739.30 22,022.000 31,491.46 22,022.000 31,491 MATRIX) 025 TEMPORARY CHECK DAM LF 10.0000 30,000.00 119.000 1,190 026 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 2,750.00 2.000 250 027 TEMPORARY FIBER ROLL LF 3.4200 23,940.00 1,751.000 5,988.42 2,215.000 7,575 028 TEMPORARY GRAVEL BAG BERM LF 12.2500 36,750.00 0.000 0 029 TEMPORARY REINFORCED SILT FENCE LF 7.2500 40,600.00 1,176.000 8,526 030 TEMPORARY SILT FENCE LF 3.0000 2,940.00 0.000 0 031 TEMPORARY CONSTRUCTION ENTRANCE EA 7,000.0000 126,000.00 2.000 14,000 032 STREET SWEEPING LS 355,000.0000 355,000.00 0.046 16,330.00 0.189 67,095 033 TEMPORARY CONCRETE WASHOUT LS 80,000.0000 80,000.00 0.046 3,680.00 0.189 15,120 034 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 12,000.00 1.000 300 035 WATER QUALITY MONITORING REPORT EA 600.0000 39,600.00 1.000 600.00 2.000 1,200 036 WATER QUALITY ANNUAL REPORT EA 800.0000 3,200.00 0.000 0 037 TEMPORARY CREEK DIVERSION SYSTEMS LS 60,000.0000 60,000.00 0.250 15,000.00 0.250 15,000 038 WORK AREA MONITORING (BRIDGE) LS 150,000.0000 150,000.00 0.000 0 039 TREATED WOOD WASTE LB 0.2500 23,725.00 41,100.000 10,275 040 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 30,000.0000 30,000.00 0.143 4,290 041 TEMPORARY HIGH-VISIBILITY FENCE LF 6.8500 4,178.50 0.000 0 042 CLEARING AND GRUBBING (LS) LS 1,000,000.0000 1,000,000.00 0.750 750,000 043 ROADWAY EXCAVATION CY 50.0000 2,280,000.00 2,674.000 133,700.00 7,946.000 397,300 044 SHOULDER BACKING TON 500.0000 24,000.00 0.000 0 045 STRUCTURE EXCAVATION (BRIDGE) CY 350.0000 1,476,650.00 178.000 62,300.00 334.000 116,900 (F) 046 STRUCTURE EXCAVATION (ROCK) CY 260.0000 873,600.00 0.000 0 047 STRUCTURE EXCAVATION (RETAINING WALL) CY 140.0000 66,220.00 0.000 0 (F) 048 STRUCTURE BACKFILL (BRIDGE) CY 250.0000 1,229,750.00 0.000 0 (F) 049 STRUCTURE BACKFILL (RETAINING WALL) CY 200.0000 140,000.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 10/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5604 TIME 01:53 PM ESTIMATE NO. 004 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: MARTIN, ANDREW DATE OF THIS ESTIMATE 10/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DITCH EXCAVATION CY 60.0000 6,000.00 0.000 0 051 IMPORTED BORROW (CY) CY 180.0000 896,400.00 3,072.000 552,960.00 6,144.000 1,105,920 052 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 6,000.00 0.000 0 053 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 336,000.00 0.000 0 054 HYDROMULCH SQFT 0.0600 38,820.00 0.000 0 055 FIBER ROLLS LF 3.0000 181,200.00 0.000 0 056 HYDROSEED SQFT 0.1100 71,170.00 0.000 0 057 COMPOST (CY) CY 45.0000 90,450.00 0.000 0 058 INCORPORATE MATERIALS SQFT 0.0500 6,900.00 0.000 0 059 FINISHING ROADWAY LS 90,000.0000 90,000.00 0.000 0 060 CLASS 2 AGGREGATE BASE (CY) CY 220.0000 2,552,000.00 3,528.000 776,160.00 3,528.000 776,160 061 HOT MIX ASPHALT (TYPE A) TON 140.0000 1,960,000.00 3,831.970 536,475.80 3,831.970 536,475 062 DATA CORE LS 6,000.0000 6,000.00 0.000 0 063 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 13.0000 41,210.00 0.000 0 064 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 13.0000 6,370.00 0.000 0 065 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 13.0000 36,660.00 0.000 0 066 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 150.0000 10,500.00 0.000 0 AREA) 067 TACK COAT TON 1,500.0000 9,000.00 0.000 0 068 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 80.0000 122,400.00 0.000 0 069 REMOVE ASPHALT CONCRETE DIKE LF 9.0000 52,470.00 3,738.000 33,642 070 JOINTED PLAIN CONCRETE PAVEMENT CY 440.0000 5,368,000.00 0.000 0 071 REMOVE CONCRETE PAVEMENT (CY) CY 120.0000 549,600.00 0.000 0 072 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 4,773.8700 119,346.75 0.000 0 (SIGN FOUNDATION) 073 PRESTRESSING CONCRETE (CAST-IN-PLACE, LS 717,216.0000 717,216.00 0.000 0 PRECAST) 074 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,400.0000 2,389,800.00 0.000 0 (F) 075 STRUCTURAL CONCRETE, BRIDGE CY 1,950.0000 13,605,150.00 0.000 0 (F) 076 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 1,750.0000 4,891,250.00 0.000 0 (F) FIBER) PROGRAM CAS145 PAGE 4 DATE 10/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5604 TIME 01:53 PM ESTIMATE NO. 004 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: MARTIN, ANDREW DATE OF THIS ESTIMATE 10/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, RETAINING WALL CY 1,750.0000 313,250.00 0.000 0 (F) 078 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,250.0000 630,000.00 0.000 0 (F) N) 079 STRUCTURAL CONCRETE, HEADWALL CY 3,000.0000 27,000.00 0.000 0 (F) 080 STRUCTURAL CONCRETE, DRAINAGE INLET CY 8,000.0000 232,000.00 8.100 64,800.00 12.900 103,200 (F) 081 FURNISH PRECAST PRESTRESSED CONCRETE EA 95,280.0000 571,680.00 0.000 0 BULB-TEE GIRDER (130'-140') 082 FURNISH PRECAST PRESTRESSED CONCRETE EA 103,940.0000 727,580.00 0.000 0 BULB-TEE GIRDER (150'-160') 083 ERECT PRECAST PRESTRESSED CONCRETE EA 100,951.8300 1,312,373.79 0.000 0 GIRDER 084 PTFE SPHERICAL BEARING EA 14,000.0000 364,000.00 0.000 0 085 JOINT SEAL ASSEMBLY (MR 6") LF 2,700.0000 793,800.00 0.000 0 086 BAR REINFORCING STEEL (BRIDGE) LB 1.7000 1,298,937.70 0.000 0 (F) 087 BAR REINFORCING STEEL (RETAINING WALL) LB 2.4700 64,071.80 0.000 0 (F) 088 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 2.1000 2,337,300.00 0.000 0 (F) COATED) 089 BAR REINFORCING STEEL (BRIDGE, STAINLESS LB 4.1400 3,553,324.74 0.000 0 (F) STEEL) 090 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 9.0500 16,290.00 0.000 0 (F) WITHOUT WALKWAY) 091 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 9.0500 16,290.00 0.000 0 (F) WITHOUT WALKWAY) 092 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 8.1400 152,218.00 0.000 0 093 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.6500 12,155.00 0.000 0 094 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 95.4800 13,367.20 0.000 0 TRUSS) 095 REMOVE SIGN STRUCTURE (EA) EA 4,522.6100 4,522.61 0.000 0 096 REMOVE BRIDGE MOUNTED SIGN EA 2,010.0500 2,010.05 0.000 0 097 MODIFY SIGN STRUCTURE EA 6,532.6600 19,597.98 0.000 0 098 PUBLIC SAFETY PLAN LS 10,000.0000 10,000.00 0.000 0 099 REMOVE RETAINING WALL (LF) LF 271.0000 18,970.00 72.000 19,512 100 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 44,139.50 0.000 0 101 FURNISH POLYESTER CONCRETE OVERLAY CF 95.0000 1,677,415.00 0.000 0 (MODIFIED) 102 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.4000 388,427.60 0.000 0 (F) 103 BRIDGE REMOVAL LS 2,000,000.0000 2,000,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5604 TIME 01:53 PM ESTIMATE NO. 004 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: MARTIN, ANDREW DATE OF THIS ESTIMATE 10/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 36" HDPE LF 3,200.0000 16,000.00 0.000 0 105 18" REINFORCED CONCRETE PIPE LF 345.0000 93,150.00 16.000 5,520.00 190.000 65,550 106 24" REINFORCED CONCRETE PIPE LF 420.0000 592,200.00 551.000 231,420.00 795.000 333,900 107 30" REINFORCED CONCRETE PIPE LF 395.0000 493,750.00 232.000 91,640.00 1,126.000 444,770 108 36" REINFORCED CONCRETE PIPE LF 890.0000 160,200.00 0.000 0 109 42" REINFORCED CONCRETE PIPE LF 950.0000 31,350.00 19.000 18,050.00 19.000 18,050 110 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 111 6" CORRUGATED STEEL PIPE (.079" THICK) LF 56.0000 18,200.00 340.000 19,040.00 340.000 19,040 112 18" CORRUGATED STEEL PIPE (.109" THICK) LF 345.0000 58,650.00 8.000 2,760 113 36" CORRUGATED STEEL PIPE (.109" THICK) LF 1,450.0000 7,250.00 0.000 0 114 PERMEABLE MATERIAL (BLANKET) CY 3,500.0000 35,000.00 5.400 18,900.00 5.400 18,900 (F) 115 ANCHOR ASSEMBLY EA 3,025.0000 18,150.00 0.000 0 116 24" WELDED STEEL PIPE CASING (BRIDGE) LF 520.0000 102,440.00 0.000 0 117 18" ALTERNATIVE FLARED END SECTION EA 2,340.0000 2,340.00 0.000 0 118 24" ALTERNATIVE FLARED END SECTION EA 2,525.0000 5,050.00 0.000 0 119 30" ALTERNATIVE FLARED END SECTION EA 2,970.0000 5,940.00 0.000 0 120 REMOVE CULVERT (LF) LF 32.0000 48,640.00 78.500 2,512 121 REMOVE INLET EA 3,000.0000 12,000.00 0.000 0 122 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,800.0000 5,400.00 0.000 0 123 REMOVE FLARED END SECTION (EA) EA 2,500.0000 10,000.00 1.000 2,500 124 ROCK SLOPE PROTECTION (150 LB, CLASS CY 403.0000 38,688.00 96.000 38,688.00 96.000 38,688 III, METHOD B) (CY) 125 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 302.0000 981,500.00 24.000 7,248.00 24.000 7,248 METHOD B) (CY) 126 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 515.0000 16,995.00 0.000 0 METHOD B) (CY) 127 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 13.0000 51,740.00 297.000 3,861.00 297.000 3,861 128 MISCELLANEOUS IRON AND STEEL LB 5.0000 21,590.00 1,585.000 7,925.00 1,585.000 7,925 (F) 129 MISCELLANEOUS METAL LB 5.0000 3,625.00 0.000 0 (F) 130 MISCELLANEOUS METAL (BRIDGE) LB 20.0000 21,440.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 10/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5604 TIME 01:53 PM ESTIMATE NO. 004 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: MARTIN, ANDREW DATE OF THIS ESTIMATE 10/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 BRIDGE DECK DRAINAGE SYSTEM LB 35.0000 106,260.00 0.000 0 (F) 132 OBLITERATE SURFACING SQYD 10.0000 42,300.00 0.000 0 133 REMOVE DELINEATOR EA 10.0000 2,600.00 0.000 0 134 DELINEATOR (CLASS 1) EA 80.0000 560.00 0.000 0 135 DELINEATOR (CLASS 2) EA 70.0000 11,900.00 0.000 0 136 GUARD RAILING DELINEATOR EA 40.0000 1,600.00 0.000 0 137 MILEPOST MARKER EA 90.0000 990.00 0.000 0 138 MARKER (CULVERT) EA 120.0000 3,360.00 0.000 0 139 TREATMENT BEST MANAGEMENT PRACTICE EA 600.0000 4,800.00 0.000 0 MARKER 140 SNOW POLE MARKER EA 125.0000 21,250.00 0.000 0 141 REMOVE ROADSIDE SIGN EA 210.0000 6,090.00 6.000 1,260 142 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 105.0000 840.00 0.000 0 BRACKET METHOD) 143 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 144 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 65.0000 79,950.00 0.000 0 145 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 62.0000 9,920.00 0.000 0 146 FURNISH LAMINATED PANEL SIGN (2 SQFT 74.0000 6,512.00 0.000 0 1/2"-TYPE B) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 4,200.00 0.000 0 (0.063"-UNFRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 6,000.00 0.000 0 (0.080"-UNFRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 45.0000 810.00 0.000 0 (0.063"-FRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 46.0000 14,260.00 0.000 0 (0.080"-FRAMED) 151 ROADSIDE SIGN - ONE POST EA 400.0000 8,800.00 0.000 0 152 ROADSIDE SIGN - TWO POST EA 900.0000 7,200.00 0.000 0 153 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 2,000.00 0.000 0 METHOD) 154 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 25.0000 17,750.00 0.000 0 155 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 240.0000 720.00 0.000 0 BOX POST) 156 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 3,000.0000 18,000.00 0.000 0 157 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 40.0000 30,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 10/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5604 TIME 01:53 PM ESTIMATE NO. 004 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: MARTIN, ANDREW DATE OF THIS ESTIMATE 10/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 50.0000 181,500.00 0.000 0 159 VEGETATION CONTROL (MINOR CONCRETE) SQYD 109.0000 187,480.00 0.000 0 160 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 199.0000 237,208.00 0.000 0 (F) 161 TRANSITION RAILING (TYPE WB-31) EA 6,000.0000 48,000.00 0.000 0 162 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,000.0000 14,000.00 0.000 0 163 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,500.0000 45,000.00 0.000 0 164 ALTERNATIVE CRASH CUSHION TL-3 EA 52,275.0000 52,275.00 0.000 0 165 CONCRETE BARRIER (TYPE 60M) LF 360.0000 147,600.00 0.000 0 166 CONCRETE BARRIER (TYPE 842) LF 285.0000 791,730.00 0.000 0 (F) 167 REMOVE GUARDRAIL LF 7.0000 32,620.00 3,281.000 22,967 168 REMOVE CONCRETE BARRIER LF 65.0000 42,250.00 223.000 14,495 169 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 53,250.00 10,277.000 7,707 170 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 160.0000 48,000.00 0.000 0 171 6" METHYL METHACRYLATE PAINT TRAFFIC LF 2.4100 10,459.40 0.000 0 STRIPE 172 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.0000 2,200.00 0.000 0 STRIPE (BROKEN 36-12) 173 METHYL METHACRYLATE PAINT TRAFFIC STRIPE SQFT 12.0400 66,701.60 0.000 0 CROSSWALK AND PAVEMENT MARKING 174 6" METHYL METHACRYLATE PAINT TRAFFIC LF 4.4700 180,588.00 0.000 0 STRIPE (RECESSED) 175 6" METHYL METHACRYLATE PAINT TRAFFIC LF 4.4700 1,206.90 0.000 0 STRIPE (RECESSED, BROKEN 17-7) 176 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.5100 28,841.00 0.000 0 STRIPE (RECESSED, BROKEN 36-12) 177 12" METHYL METHACRYLATE PAINT TRAFFIC LF 9.5300 43,838.00 0.000 0 STRIPE (RECESSED) 178 CONTRAST STRIPE PAINT (2-COAT) LF 0.2600 24,726.00 2,677.000 696 179 SIGN ILLUMINATION SYSTEM LS 4,400.0000 4,400.00 0.000 0 180 ROADWAY WEATHER INFORMATION SYSTEM LS 535,000.0000 535,000.00 0.000 0 181 CAMERA SYSTEMS LS 580,000.0000 580,000.00 0.000 0 182 TEMPORARY LIGHTING SYSTEMS LS 1,160,000.0000 1,160,000.00 0.100 116,000.00 0.100 116,000 183 MODIFYING LIGHTING SYSTEMS LS 38,000.0000 38,000.00 0.000 0 184 MODIFYING TRAFFIC MONITORING STATIONS LS 116,000.0000 116,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 10/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5604 TIME 01:53 PM ESTIMATE NO. 004 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: MARTIN, ANDREW DATE OF THIS ESTIMATE 10/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 REMOVING SIGN ILLUMINATION SYSTEMS LS 24,000.0000 24,000.00 0.000 0 186 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 187 HOT MIX ASPHALT (LEVELING) TON 250.0000 460,000.00 0.000 0 188 GRIND EXISTING CONCRETE PAVEMENT SQYD 45.0000 262,350.00 0.000 0 189 SNOWPLOW DEFLECTOR EA 1,003.4300 24,082.32 0.000 0 190 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 191 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 15,000.0000 30,000.00 2.000 30,000 SYSTEM 192 DRILL AND BOND (TIE BAR) EA 30.0000 88,500.00 0.000 0 193 48" REINFORCED CONCRETE PIPE LF 470.0000 152,750.00 328.000 154,160.00 328.000 154,160 194 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 195 JOINT SEAL (ASPHALT RUBBER) LF 6.5000 235,950.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 10/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5604 TIME 01:53 PM ESTIMATE NO. 004 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/24 R.E. NAME: MARTIN, ANDREW DATE OF THIS ESTIMATE 10/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,385,695.50 7,432,640.88 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 15,564.53 15,564.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,401,260.03 7,448,205.41 196 MOBILIZATION LS 8,299,000.0000 8,299,000.00 0.500 4,149,500 ORIGINAL CONTRACT AMOUNT 82,988,787.14 TOTAL WORK COMPLETED 3,401,260.03 11,597,705.41 MATERIALS ON HAND ON SITE -31,182.00 37,864.00 DEDUCTIONS -2,000.00 -2,060.64 TOTAL 3,368,078.03 11,633,508.77 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 196 MOBILIZATION 8,298,878.71 8,299,000.00 121.29 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 06/05/24 515 07/08/24 07/08/24 12/29/25 69 4 0 0 14% 13% PROGRESS IS SATISFACTORY MARTIN, ANDREW RESIDENT ENGINEER