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 11/19/24 EST. NO. 008 TIME 03:07 PM R.E. NAME: TYLER JONES 11-430394 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0015 3,855.17 E.W. @ F.A.(+) 093024 N TM034 0016 2,777.50 093024 N TM035 002 0008 600.00 E.W. @ F.A.(+) 093024 N TM036 0009 518.40 101824 N TM037 0010 2,750.00 102224 N TM038 0011 300.00 103124 N TM039 012 0001 9,026.05 E.W. @ F.A.(+) 081824 N TM019 0002 8,841.51 081924 N TM020 0003 5,937.28 082024 N TM021 0004 15,840.29 082224 N TM022 0005 9,823.34 082324 N TM023 0006 5,675.20 082524 N TM024 0007 2,056.66 082624 N TM025 0008 17,912.11 082824 N TM027 0008-1 -17,912.11 082824 N TM027 DAO CORRECTING ENTRY 0009 12,481.76 082824 N TM029 0010 1,915.23 091524 N TM030 0011 27,213.03 092424 N TM033 0012 15,292.64 082824 N TM-027 124,904.06 TOTAL THIS ESTIMATE 52,590.26 TOTAL PREVIOUS ESTIMATE 177,494.32 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 11/19/24 EST. NO. 008 TIME 03:07 PM R.E. NAME: TYLER JONES 11-430394 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LIQUIDATED DAMAGES TRAFFIC CONTROL -6,000.00 008 -6,000.00 -6,000.00 TOTAL DEDUCTIONS -6,000.00 -6,000.00 PROGRAM CAS145 PAGE 1 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430394 TIME 03:07 PM ESTIMATE NO. 008 BID OPENING 10/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: TYLER JONES DATE OF THIS ESTIMATE 11/19/24 LOCATION PROGRESS ESTIMATE 11-SD-805-23.9/25.1 ----------------- GRIFFITH COMPANY SAN DIEGO COUNTY IN SAN DIEGO FROM 0.2 12200 BLOOMFIELD AVE MILE NORTH OF ROUTE 805/52 SEPARATION TO SANTA FE SPRINGS CA 90670 0.3 MILE SOUTH OF NOBEL DRIVE OVERCROSSING FED. AID NO. ACIM-805 (1 )644 WIDEN FREEWAY, STRUCTURES, CONSTRUCT SIGNS ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 5,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 35,000.0000 35,000.00 0.500 17,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 945,000.00 22.000 66,000.00 195.000 585,000 004 RENEWABLE DIESEL REPORT EA 500.0000 2,000.00 0.000 0 005 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 66,000.00 3.000 18,000 006 HOURLY OFF-SITE HR 200.0000 4,000.00 21.500 4,300 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000 008 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.050 2,500.00 0.700 35,000 009 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 0.063 75,600.00 0.671 805,200 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 400.0000 16,000.00 37.000 14,800 011 TYPE III BARRICADE EA 600.0000 1,800.00 0.000 0 012 PLASTIC TRAFFIC DRUMS EA 40.0000 1,640.00 46.000 1,840 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 50.0000 55,000.00 42.000 2,100.00 167.000 8,350 SYSTEM DAY 014 TEMPORARY BARRIER SYSTEM LF 25.0000 285,000.00 9,980.000 249,500 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 16,000.0000 96,000.00 5.000 80,000 016 END OF QUEUE MONITORING AND WARNING WITH EA 3,500.0000 28,000.00 0.000 0 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 017 TEMPORARY CRASH CUSHION MODULE EA 600.0000 42,000.00 70.000 42,000 018 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 17,000.0000 119,000.00 7.000 119,000 019 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 12,000.0000 48,000.00 4.000 48,000 SYSTEM 020 JOB SITE MANAGEMENT LS 154,931.4000 154,931.40 0.065 10,070.54 0.685 106,128 021 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 1.000 3,500 PLAN PROGRAM CAS145 PAGE 2 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430394 TIME 03:07 PM ESTIMATE NO. 008 BID OPENING 10/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: TYLER JONES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 RAIN EVENT ACTION PLAN EA 500.0000 30,000.00 0.000 0 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 20,000.00 0.000 0 024 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 025 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 950.0000 1,900.00 1.000 950 CONTROL) 026 TEMPORARY HYDRAULIC MULCH SQYD 1.1500 3,162.50 2,750.000 3,162.50 2,750.000 3,162 027 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 9,500.00 13.000 6,500 028 TEMPORARY FIBER ROLL LF 7.0000 51,730.00 2,450.000 17,150.00 6,457.000 45,199 029 TEMPORARY REINFORCED SILT FENCE LF 20.0000 12,000.00 198.000 3,960 030 TEMPORARY CONSTRUCTION ENTRANCE EA 20,000.0000 20,000.00 1.000 20,000 031 STREET SWEEPING LS 90,000.0000 90,000.00 0.067 6,030.00 0.669 60,210 032 TEMPORARY CONCRETE WASHOUT LS 18,500.0000 18,500.00 0.055 1,017.50 0.655 12,117 033 ASBESTOS COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800 034 MANAGE SOLID WASTE GENERATED BY THE HR 225.0000 51,750.00 6.000 1,350.00 26.000 5,850 PUBLIC 035 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 6.0000 12,780.00 2,764.000 16,584 STRIPE (HAZARDOUS WASTE) 036 TREATED WOOD WASTE LB 0.8000 14,240.00 0.000 0 037 TEMPORARY PROTECTION FENCE (ROPE) LF 6.0000 11,700.00 2,926.000 17,556 038 CLEARING AND GRUBBING (LS) LS 130,000.0000 130,000.00 0.600 78,000 039 ROADWAY EXCAVATION CY 70.0000 798,000.00 909.130 63,639.10 5,576.130 390,329 040 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 300.0000 645,000.00 1,214.000 364,200 DEPOSITED LEAD) 041 STRUCTURE EXCAVATION (BRIDGE) CY 1,100.0000 203,500.00 185.000 203,500 (F) 042 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 116.0000 26,100.00 225.000 26,100 (F) 043 STRUCTURE BACKFILL (BRIDGE) CY 625.0000 75,000.00 0.000 0 (F) 044 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 650.0000 41,600.00 64.000 41,600 (F) 045 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 500.0000 79,000.00 158.000 79,000 (F) 046 LEAN CONCRETE BACKFILL CY 480.0000 36,480.00 76.000 36,480 (F) 047 ROADSIDE CLEARING LS 150,000.0000 150,000.00 0.600 90,000 048 WEED GERMINATION SQYD 0.5500 10,285.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430394 TIME 03:07 PM ESTIMATE NO. 008 BID OPENING 10/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: TYLER JONES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 CULTIVATION SQYD 2.0000 17,980.00 0.000 0 050 PACKET FERTILIZER EA 1.0000 36.00 0.000 0 051 SLOW-RELEASE FERTILIZER LB 0.8000 184.00 0.000 0 052 PLANT (GROUP H) (CARPOBROTUS EDULIS) EA 1.3000 38,664.60 0.000 0 (F) 053 PLANT (GROUP K) EA 550.0000 4,950.00 0.000 0 054 PLANT ESTABLISHMENT WORK LS 35,000.0000 35,000.00 0.000 0 055 WOOD MULCH CY 35.0000 25,900.00 0.000 0 056 CHECK AND TEST EXISTING IRRIGATION LS 3,000.0000 3,000.00 1.000 3,000 FACILITIES 057 REMOVE IRRIGATION FACILITY LS 20,000.0000 20,000.00 0.420 8,400 058 CONTROL AND NEUTRAL CONDUCTORS LS 65,000.0000 65,000.00 0.000 0 059 1 1/2" REMOTE CONTROL VALVE EA 850.0000 44,200.00 0.000 0 060 MODIFY IRRIGATION CONTROLLER AND EA 4,000.0000 4,000.00 0.000 0 ENCLOSURE 136(C) 061 MODIFY IRRIGATION CONTROLLER AND EA 4,000.0000 4,000.00 0.000 0 ENCLOSURE 136(D) 062 RECYCLED WATER IDENTIFICATION AND LS 2,000.0000 2,000.00 0.000 0 WARNING SIGNS 063 4" SUPPLY LINE (BRIDGE) LF 115.0000 27,140.00 0.000 0 (F) 064 TREE WELL SPRINKLER ASSEMBLY EA 80.0000 1,440.00 0.000 0 065 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 60.0000 3,360.00 0.000 0 066 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 115.0000 11,155.00 0.000 0 067 REPLACE VALVE BOX COVER EA 500.0000 5,000.00 0.000 0 068 2" GATE VALVE EA 850.0000 11,050.00 0.000 0 069 3" GATE VALVE EA 2,400.0000 12,000.00 0.000 0 070 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 14,892.00 0.000 0 (F) LINE) 071 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.5000 21,385.00 0.000 0 (F) (SUPPLY LINE) 072 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.5000 8,550.00 0.000 0 (F) (SUPPLY LINE) 073 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.0000 20,080.00 0.000 0 (F) LINE) 074 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.5000 27,562.50 0.000 0 (F) (SUPPLY LINE) 075 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 15.0000 106,095.00 0.000 0 (F) LINE) PROGRAM CAS145 PAGE 4 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430394 TIME 03:07 PM ESTIMATE NO. 008 BID OPENING 10/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: TYLER JONES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 10" CORRUGATED HIGH DENSITY POLYETHYLENE LF 65.0000 31,200.00 0.000 0 PIPE CONDUIT 077 HYDROSEED SQFT 0.1500 33,150.00 0.000 0 078 COMPOST (CY) CY 35.0000 9,100.00 0.000 0 079 CLASS 2 AGGREGATE SUBBASE CY 55.0000 279,400.00 1,340.000 73,700 080 CLASS 2 AGGREGATE BASE (CY) CY 90.0000 104,400.00 137.500 12,375.00 1,096.500 98,685 081 LEAN CONCRETE BASE RAPID SETTING CY 1,500.0000 102,000.00 68.000 102,000.00 68.000 102,000 082 REPLACE BASE CY 50.0000 245.00 0.000 0 083 ASPHALTIC EMULSION (FOG SEAL COAT) TON 25,000.0000 2,500.00 0.000 0 084 HOT MIX ASPHALT (TYPE A) TON 200.0000 1,434,000.00 676.000 135,200.00 1,852.000 370,400 085 ASPHALTIC EMULSION (BONDED WEARING TON 1,600.0000 41,600.00 0.000 0 COURSE) 086 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.5000 3,570.00 0.000 0 087 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.2500 2,015.00 0.000 0 088 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.5000 770.00 0.000 0 089 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.7500 10,120.00 0.000 0 090 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.3000 2,904.00 0.000 0 091 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 75.0000 54,750.00 601.000 45,075 AREA) 092 RUBBERIZED HOT MIX ASPHALT-GAP GRADED TON 265.0000 795,000.00 0.000 0 (BONDED WEARING COURSE) 093 TACK COAT TON 5,000.0000 20,500.00 0.650 3,250.00 1.320 6,600 094 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 14,950.00 430.000 2,150 095 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.5000 78,000.00 0.000 0 096 JOINTED PLAIN CONCRETE PAVEMENT CY 550.0000 1,138,500.00 1,661.530 913,841 097 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 1,200.0000 204,000.00 170.000 204,000.00 170.000 204,000 098 DRILL AND BOND (DOWEL BAR) EA 60.0000 1,920.00 32.000 1,920.00 32.000 1,920 099 SPALL REPAIR (POLYESTER CONCRETE) SQYD 1,150.0000 5,750.00 0.000 0 100 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 2,200.0000 30,800.00 14.000 30,800.00 14.000 30,800 101 JOINT SEAL (SILICONE) LF 9.5000 42,465.00 0.000 0 102 ISOLATION JOINT SEAL (SILICONE) LF 10.0000 43,400.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430394 TIME 03:07 PM ESTIMATE NO. 008 BID OPENING 10/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: TYLER JONES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 GRIND EXISTING CONCRETE PAVEMENT SQYD 6.0000 54,060.00 5,792.000 34,752 104 JACKING SUPERSTRUCTURE LS 170,000.0000 170,000.00 0.100 17,000 105 STEEL SOLDIER PILE (W 14 X 68) LF 120.0000 160,800.00 1,340.000 160,800 106 30" DRILLED HOLE LF 100.0000 125,700.00 1,257.000 125,700 107 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 310.0000 173,600.00 0.000 0 (BARRIER) 108 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,800.0000 167,400.00 93.000 167,400 (SIGN FOUNDATION) 109 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 0.285 28,500.00 0.445 44,500 110 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 2,800.0000 123,200.00 44.000 123,200 (F) 111 STRUCTURAL CONCRETE, BRIDGE CY 4,700.0000 1,292,500.00 56.500 265,550.00 150.500 707,350 (F) 112 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 3,500.0000 560,000.00 0.000 0 (F) FIBER) 113 STRUCTURAL CONCRETE, WALL FACING CY 2,900.0000 356,700.00 123.000 356,700 (F) 114 AGGREGATE BASE (APPROACH SLAB) CY 400.0000 2,800.00 0.000 0 115 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,300.0000 149,500.00 0.000 0 (F) N) 116 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,400.0000 158,400.00 6.600 15,840 R) 117 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,500.0000 143,000.00 10.610 58,355 (F) 118 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 12,000.00 0.000 0 (F) 119 PAVING NOTCH EXTENSION CF 400.0000 14,400.00 0.000 0 120 CONCRETE SURFACE TEXTURE (FRACTURED FIN) SQFT 55.0000 99,550.00 1,774.000 97,570 121 CONCRETE SURFACE TEXTURE (TRAPEZOIDAL SQFT 90.0000 18,000.00 0.000 0 RIB) 122 DRILL AND BOND DOWEL LF 90.0000 6,750.00 75.000 6,750 123 JOINT SEAL (MR 1/2") LF 85.0000 8,925.00 0.000 0 124 BAR REINFORCING STEEL (WALL FACING) LB 2.5000 34,750.00 13,900.000 34,750 (F) 125 BAR REINFORCING STEEL (BRIDGE) LB 2.0000 197,800.00 45,000.000 90,000.00 62,625.000 125,250 (F) 126 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 14.0000 13,230.00 0.000 0 (F) WITHOUT WALKWAY) 127 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 10.5000 9,922.50 0.000 0 (F) WITHOUT WALKWAY) 128 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 6.0000 486,600.00 0.000 0 129 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.4000 32,440.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430394 TIME 03:07 PM ESTIMATE NO. 008 BID OPENING 10/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: TYLER JONES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 REMOVE SIGN STRUCTURE (EA) EA 7,500.0000 30,000.00 3.000 22,500 131 REMOVE BRIDGE MOUNTED SIGN EA 3,500.0000 3,500.00 1.000 3,500 132 TIMBER LAGGING MFBM 7,500.0000 112,500.00 15.000 112,500 (F) 133 CLEAN AND PAINT STEEL SOLDIER PILING LS 45,000.0000 45,000.00 1.000 45,000 134 BRIDGE REMOVAL (PORTION) LS 225,000.0000 225,000.00 0.700 157,500.00 1.000 225,000 135 18" ALTERNATIVE PIPE CULVERT LF 150.0000 148,500.00 990.000 148,500 136 4" PLASTIC PIPE LF 650.0000 9,750.00 0.000 0 137 18" SLOTTED PLASTIC PIPE LF 375.0000 10,500.00 28.000 10,500 138 18" REINFORCED CONCRETE PIPE LF 420.0000 50,400.00 120.000 50,400 139 24" REINFORCED CONCRETE PIPE LF 320.0000 16,000.00 46.000 14,720 140 6" PVC PIPE DRAIN LF 310.0000 7,750.00 25.000 7,750 141 18" POLYMERIC SHEET COATED CORRUGATED LF 430.0000 30,960.00 72.000 30,960 STEEL PIPE DOWNDRAIN (0.109" THICK) 142 GRATED LINE DRAIN LF 400.0000 44,000.00 0.000 0 143 ABANDON CULVERT (LF) LF 250.0000 5,000.00 20.000 5,000 144 REMOVE PIPE (LF) LF 75.0000 34,500.00 460.000 34,500 145 REMOVE INLET EA 2,500.0000 7,500.00 3.000 7,500 146 CAP INLET EA 8,000.0000 8,000.00 1.000 8,000 147 CONCRETE (CONCRETE APRON) CY 5,000.0000 12,000.00 2.400 12,000 148 MINOR CONCRETE (GUTTER) (LF) LF 105.0000 49,665.00 460.000 48,300.00 460.000 48,300 149 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 22.0000 314,600.00 0.000 0 CONCRETE) 150 MISCELLANEOUS IRON AND STEEL LB 2.5000 18,557.50 7,423.000 18,557 (F) 151 DELINEATOR (CLASS 1) EA 60.0000 4,440.00 0.000 0 152 GUARD RAILING DELINEATOR EA 38.0000 1,102.00 0.000 0 153 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 17,500.00 1,224.000 6,120 154 MILEPOST MARKER EA 110.0000 220.00 0.000 0 155 REMOVE MARKER EA 40.0000 80.00 0.000 0 156 REMOVE ROADSIDE SIGN EA 225.0000 4,050.00 3.000 675 PROGRAM CAS145 PAGE 7 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430394 TIME 03:07 PM ESTIMATE NO. 008 BID OPENING 10/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: TYLER JONES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 250.00 0.000 0 158 RESET ROADSIDE SIGN (TWO POST) EA 500.0000 500.00 0.000 0 159 RELOCATE ROADSIDE SIGN-ONE POST EA 350.0000 2,100.00 2.000 700 160 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 500.00 0.000 0 161 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 31.0000 4,960.00 0.000 0 162 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 46.0000 60,720.00 0.000 0 163 REMOVE SIGN (BRIDGE VERTICAL CLEARANCE EA 200.0000 400.00 2.000 400.00 2.000 400 SIGN) 164 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 2,640.00 0.000 0 (0.063"-UNFRAMED) 165 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 2,530.00 0.000 0 (0.080"-UNFRAMED) 166 ROADSIDE SIGN - ONE POST EA 550.0000 13,200.00 0.000 0 167 SIGN POST SUPPORT SYSTEM EA 4,000.0000 24,000.00 0.000 0 168 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 1,225.00 0.000 0 METHOD) 169 INSTALL SIGN (MAST-ARM MOUNTED) EA 455.0000 1,365.00 0.000 0 170 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 16.0000 9,920.00 0.000 0 171 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 350.0000 2,100.00 0.000 0 POST 172 INSTALL SIGN (BRIDGE VERTICAL CLEARANCE EA 250.0000 500.00 0.000 0 SIGN) 173 MIDWEST GUARDRAIL SYSTEM LF 47.0000 52,170.00 0.000 0 174 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 200.0000 280.00 0.000 0 175 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 450.0000 54,000.00 0.000 0 176 CONCRETE BARRIER (TYPE 836SV MODIFIED) LF 420.0000 172,620.00 0.000 0 (F) 177 CONCRETE BARRIER (TYPE 842B MODIFIED) LF 550.0000 17,600.00 0.000 0 (F) 178 CABLE RAILING LF 40.0000 18,920.00 473.000 18,920 (F) 179 TRANSITION RAILING (TYPE WB-31) EA 5,550.0000 16,650.00 0.000 0 180 END CAP (TYPE A) EA 500.0000 500.00 0.000 0 181 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,800.0000 9,000.00 0.000 0 182 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,000.0000 35,000.00 0.000 0 183 CONCRETE BARRIER (TYPE 60M) LF 200.0000 88,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430394 TIME 03:07 PM ESTIMATE NO. 008 BID OPENING 10/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: TYLER JONES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 CONCRETE BARRIER (TYPE 60MD) LF 170.0000 80,410.00 0.000 0 185 CONCRETE BARRIER (TYPE 842A MODIFIED) LF 420.0000 30,660.00 0.000 0 (F) 186 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 400.0000 128,800.00 0.000 0 (F) 187 REMOVE GUARDRAIL LF 15.0000 18,750.00 343.000 5,145 188 SALVAGE METAL BRIDGE RAILING LF 25.0000 9,400.00 376.000 9,400.00 376.000 9,400 189 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 7.5000 28,425.00 0.000 0 WET NIGHT VISIBILITY) 190 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,150.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 191 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 31,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 192 PAINT TRAFFIC STRIPE (2-COAT) LF 0.8500 53,210.00 53,284.000 45,291 193 PAINT PAVEMENT MARKING (2-COAT) SQFT 5.0000 650.00 160.000 800 194 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 25,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 195 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 1,925.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 196 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 4,848.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 197 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 10,325.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 198 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.5000 18,180.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 199 REMOVE PAINTED PAVEMENT MARKING SQFT 5.0000 650.00 0.000 0 200 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 475.00 57.000 285 201 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 615.0000 17,835.00 0.000 0 202 12" RUMBLE STRIP (ASPHALT CONCRETE STA 500.0000 11,500.00 0.000 0 PAVEMENT-SINUSOIDAL) 203 CONTRAST STRIPE PAINT (2-COAT) LF 0.5000 2,245.00 0.000 0 204 REMOVE TRAFFIC STRIPE LF 0.5500 58,300.00 48,937.000 26,915 205 CAMERA SYSTEMS LS 80,000.0000 80,000.00 0.030 2,400 206 FIBER OPTIC CABLE SYSTEMS LS 460,000.0000 460,000.00 0.022 10,120 207 MODIFYING LIGHTING SYSTEMS LS 920,000.0000 920,000.00 0.032 29,440.00 0.114 104,880 208 MODIFYING RAMP METERING SYSTEMS LS 410,000.0000 410,000.00 0.027 11,070.00 0.039 15,990 PROGRAM CAS145 PAGE 9 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430394 TIME 03:07 PM ESTIMATE NO. 008 BID OPENING 10/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: TYLER JONES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 209 MODIFYING HIGH SPEED WEIGH-IN-MOTION LS 1,300,000.0000 1,300,000.00 0.035 45,500 SYSTEMS 210 SUBSURFACE LOCATOR LS 65,000.0000 65,000.00 1.000 65,000 PROGRAM CAS145 PAGE 10 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430394 TIME 03:07 PM ESTIMATE NO. 008 BID OPENING 10/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: TYLER JONES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,378,324.64 8,778,433.86 ADJUSTMENT OF COMPENSATION 0.00 -2,378.65 EXTRA WORK 124,904.06 179,872.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,503,228.70 8,955,928.18 211 MOBILIZATION LS 1,320,000.0000 1,320,000.00 0.950 1,254,000 ORIGINAL CONTRACT AMOUNT 22,322,322.00 TOTAL WORK COMPLETED 1,503,228.70 10,209,928.18 MATERIALS ON HAND ON SITE 45,444.63 78,252.33 DEDUCTIONS -6,000.00 -6,000.00 TOTAL 1,542,673.33 10,282,180.51 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 11/30/23 565 12/04/23 01/24/24 05/20/26 194 11 0 0 45% 34% PROGRESS IS SATISFACTORY TYLER JONES RESIDENT ENGINEER