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 01/23/24 EST. NO. 004 TIME 08:30 PM R.E. NAME: PANNU, ART 05-0C7334 --------------------------------------------------------------------------- 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 01/23/24 EST. NO. 004 TIME 08:30 PM R.E. NAME: PANNU, ART 05-0C7334 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL CEM-4401 2023 -10,000.00 004 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:30 PM ESTIMATE NO. 004 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 01/23/24 LOCATION PROGRESS ESTIMATE 05-SCR-1-10.5/13.4 ----------------- GRANITE CONSTRUCTION COMPANY SANTA CRUZ COUNTY IN AND NEAR CITY OF 580 W BEACH STREET CAPITOLA FROM STATE PARK DRIVE WATSONVILLE CA 95076 OVERCROSSING TO 0.2 MILE NORTH OF BAY AVENUE UNDERCROSSING FED. AID NO. N O N E CONSTRUCT OVERCROSSING AND AUXILIARY LANE. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.500 1,500 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 20,702.0000 20,702.00 0.250 5,175 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,240.0000 2,480,400.00 9.000 38,160 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 48,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 95,500.0000 95,500.00 0.014 1,337 007 TRAFFIC CONTROL SYSTEM LS 1,739,000.0000 1,739,000.00 0.000 0 008 TRAFFIC CONTROL SUPERVISOR DAY 1,600.0000 320,000.00 0.000 0 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,050.0000 16,800.00 0.000 0 010 TYPE III BARRICADE EA 70.0000 3,640.00 0.000 0 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.2000 1,632.00 0.000 0 012 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 10,500.00 0.000 0 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 28.5000 31,350.00 0.000 0 SYSTEM DAY 014 TEMPORARY PAVEMENT MARKER EA 1.6000 5,360.00 0.000 0 015 TEMPORARY BARRIER SYSTEM LF 30.0000 2,076,000.00 0.000 0 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 90,000.0000 90,000.00 0.000 0 017 TEMPORARY AUTOMATED END OF QUEUE WARNING EA 300.0000 177,000.00 0.000 0 SYSTEM (TYPE 1) DAY 018 END OF QUEUE MONITORING AND WARNING WITH EA 1,050.0000 115,500.00 0.000 0 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 019 TEMPORARY CRASH CUSHION MODULE EA 200.0000 5,600.00 0.000 0 020 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,500.0000 117,000.00 0.000 0 021 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 4,500.0000 9,000.00 0.000 0 SYSTEM PROGRAM CAS145 PAGE 2 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:30 PM ESTIMATE NO. 004 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.000 0 023 PREPARE STORM WATER POLLUTION PREVENTION LS 1,750.0000 1,750.00 0.500 875 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 45,000.00 0.000 0 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 25,000.00 0.000 0 026 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 027 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 975.0000 11,700.00 0.000 0 CONTROL) 028 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.6000 66,000.00 0.000 0 MATRIX) 029 TEMPORARY CHECK DAM LF 3.5700 4,284.00 0.000 0 030 TEMPORARY DRAINAGE INLET PROTECTION EA 143.5000 7,175.00 0.000 0 031 TEMPORARY FIBER ROLL LF 3.0600 187,578.00 0.000 0 032 TEMPORARY GRAVEL BAG BERM LF 9.1800 34,975.80 0.000 0 033 TEMPORARY LARGE SEDIMENT BARRIER LF 11.8900 268,714.00 0.000 0 034 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 81,000.00 0.000 0 035 STREET SWEEPING LS 400,000.0000 400,000.00 0.000 0 036 TEMPORARY CONCRETE WASHOUT LS 50,000.0000 50,000.00 0.000 0 037 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.250 500 038 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.0700 1,968.80 0.000 0 (HAZARDOUS WASTE) 039 TREATED WOOD WASTE LB 0.2100 43,890.00 0.000 0 040 NOISE MONITORING LS 60,000.0000 60,000.00 0.000 0 041 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2.0200 7,130.60 0.000 0 042 TEMPORARY HIGH-VISIBILITY FENCE LF 3.8600 2,431.80 0.000 0 043 CLEARING AND GRUBBING (LS) LS 636,054.4200 636,054.42 0.040 25,442.18 0.340 216,258 044 ROADWAY EXCAVATION CY 38.0000 2,150,800.00 0.000 0 045 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 118.2900 1,324,848.00 0.000 0 DEPOSITED LEAD) 046 STRUCTURE EXCAVATION (BRIDGE) CY 455.0000 129,220.00 0.000 0 (F) 047 STRUCTURE EXCAVATION (RETAINING WALL) CY 90.0000 231,210.00 0.000 0 (F) 048 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 90.0000 107,370.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:30 PM ESTIMATE NO. 004 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 STRUCTURE EXCAVATION (GROUND ANCHOR CY 100.0000 11,500.00 0.000 0 (F) WALL) 050 STRUCTURE BACKFILL (BRIDGE) CY 500.0000 74,500.00 0.000 0 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) CY 125.0000 411,750.00 0.000 0 (F) 052 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 260.0000 2,600.00 0.000 0 (F) 053 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 240.0000 26,400.00 0.000 0 (F) 054 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 4.0000 37,080.00 0.000 0 B1 055 SETTLEMENT PLATFORM AND MONITORING EA 1,000.0000 8,000.00 0.000 0 056 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.000 0 057 SOIL AMENDMENT CY 57.0000 2,280.00 0.000 0 058 ORGANIC FERTILIZER LB 2.5000 1,050.00 0.000 0 059 PLANT (GROUP A) EA 24.0000 48,240.00 0.000 0 060 PLANT (GROUP B) EA 65.0000 28,600.00 0.000 0 061 PLANT (GROUP U) EA 160.0000 54,400.00 0.000 0 062 SOD SQYD 19.0000 950.00 0.000 0 063 PLANT ESTABLISHMENT WORK LS 224,000.0000 224,000.00 0.000 0 064 WOOD MULCH CY 79.0000 289,140.00 0.000 0 065 EDGING LF 19.0000 114.00 0.000 0 066 CONTROL AND NEUTRAL CONDUCTORS LS 239,000.0000 239,000.00 0.000 0 067 1" REMOTE CONTROL VALVE EA 550.0000 17,600.00 0.000 0 068 1 1/2" REMOTE CONTROL VALVE EA 650.0000 14,300.00 0.000 0 069 2" REMOTE CONTROL VALVE EA 750.0000 6,000.00 0.000 0 070 2" WYE STRAINER ASSEMBLY EA 500.0000 4,500.00 0.000 0 071 16-18 STATION IRRIGATION CONTROLLER EA 15,000.0000 30,000.00 0.000 0 (WALL MOUNTED) 072 48 STATION IRRIGATION CONTROLLER (WALL EA 18,000.0000 18,000.00 0.000 0 MOUNTED) 073 1 1/2" BACKFLOW PREVENTER ASSEMBLY EA 6,500.0000 19,500.00 0.000 0 074 FLOW SENSOR EA 900.0000 2,700.00 0.000 0 075 RISER SPRINKLER ASSEMBLY EA 20.0000 57,800.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:30 PM ESTIMATE NO. 004 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 3" GATE VALVE EA 1,000.0000 17,000.00 0.000 0 077 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.0000 283,880.00 0.000 0 (F) LINE) 078 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.5000 95,336.00 0.000 0 (F) (SUPPLY LINE) 079 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 9.5000 44,536.00 0.000 0 (F) LINE) 080 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 16.0000 197,536.00 0.000 0 (F) LINE) 081 1" COMBINATION AIR RELIEF VALVE EA 500.0000 4,500.00 0.000 0 082 CHECK VALVE EA 60.0000 2,520.00 0.000 0 083 BALL VALVE EA 320.0000 6,720.00 0.000 0 084 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 600.0000 276,000.00 0.000 0 PIPE CONDUIT 085 12" WELDED STEEL PIPE CONDUIT LF 550.0000 363,000.00 0.000 0 086 FIBER ROLLS LF 3.0600 8,874.00 0.000 0 087 HYDROSEED SQFT 0.2100 42,420.00 0.000 0 088 COMPOST (CY) CY 54.2500 83,545.00 0.000 0 089 INCORPORATE MATERIALS SQFT 0.1300 4,082.00 0.000 0 090 CLASS 2 AGGREGATE SUBBASE CY 85.0000 150,450.00 0.000 0 091 CLASS 2 AGGREGATE BASE (CY) CY 88.0000 4,250,400.00 0.000 0 092 HOT MIX ASPHALT (TYPE A) TON 160.0000 3,872,000.00 0.000 0 093 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 203.0000 2,679,600.00 0.000 0 094 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 34.5100 5,176.50 0.000 0 FABRIC) 095 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.6500 4,690.50 0.000 0 096 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.6500 5,379.50 0.000 0 097 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.6500 29,945.00 0.000 0 098 PLACE HOT MIX ASPHALT DIKE (SCC) LF 3.5000 420.00 0.000 0 099 TACK COAT TON 550.0000 29,150.00 0.000 0 100 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 142,400.00 0.000 0 101 GROUND ANCHOR (SUBHORIZONTAL) EA 7,242.0000 231,744.00 0.000 0 102 SOIL NAIL LF 60.0000 1,393,800.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:30 PM ESTIMATE NO. 004 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 362.0000 239,282.00 0.000 0 104 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 415.0000 290,500.00 0.000 0 105 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,995.0000 395,010.00 0.000 0 106 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,810.0000 741,840.00 0.000 0 107 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 137.0000 1,083,670.00 0.000 0 (SOUND WALL) 108 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 244.0000 5,856.00 0.000 0 (SOUND WALL) 109 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 3,060.0000 826,200.00 0.000 0 (SIGN FOUNDATION) 110 PRESTRESSING CAST-IN-PLACE CONCRETE LS 134,550.0000 134,550.00 0.000 0 111 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 610.0000 17,690.00 0.000 0 (F) 112 STRUCTURAL CONCRETE, BRIDGE CY 7,330.0000 3,679,660.00 0.000 0 (F) 113 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 1,300.0000 1,471,600.00 0.000 0 (F) FIBER) 114 STRUCTURAL CONCRETE, RETAINING WALL CY 1,000.0000 1,461,000.00 0.000 0 (F) 115 STRUCTURAL CONCRETE, SOUND WALL CY 1,525.0000 455,975.00 0.000 0 (F) 116 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,040.0000 169,520.00 0.000 0 (F) 117 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 780.0000 23,400.00 0.000 0 (F) EQ) 118 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,200.0000 1,339,800.00 0.000 0 (F) 119 ENTRY MONUMENT EA 24,000.0000 48,000.00 0.000 0 120 CONCRETE SURFACE TEXTURE (WAVE) SQFT 70.0000 137,760.00 0.000 0 121 CONCRETE SURFACE TEXTURE (FORMED RELIEF) SQFT 34.0000 126,106.00 0.000 0 122 DRILL AND BOND DOWEL LF 24.0000 12,096.00 0.000 0 123 DRILL AND BOND DOWEL (CHEMICAL LF 100.0000 3,200.00 0.000 0 ADHESIVE)(LF) 124 PIPE PIN LB 50.0000 6,050.00 0.000 0 (F) 125 JOINT SEAL (MR 1/2") LF 150.0000 2,100.00 0.000 0 126 JOINT SEAL (MR 1") LF 150.0000 2,400.00 0.000 0 127 JOINT SEAL (MR 1 1/2") LF 150.0000 20,100.00 0.000 0 128 BAR REINFORCING STEEL (GROUND ANCHOR LB 1.6000 22,190.40 0.000 0 (F) WALL) 129 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 1.7500 116,292.75 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:30 PM ESTIMATE NO. 004 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 BAR REINFORCING STEEL (BRIDGE) LB 1.6200 861,626.16 0.000 0 (F) 131 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5400 287,744.38 0.000 0 (F) 132 BAR REINFORCING STEEL (SOUND WALL) LB 1.6900 8,480.42 0.000 0 (F) 133 HEADED BAR REINFORCEMENT EA 14.5000 232.00 0.000 0 (F) 134 SCULPTED SHOTCRETE SQFT 18.1300 354,187.68 0.000 0 135 STRUCTURAL SHOTCRETE CY 1,040.0000 836,160.00 0.000 0 (F) 136 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 13.0000 36,270.00 0.000 0 (F) WITHOUT WALKWAY) 137 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 6.0000 16,740.00 0.000 0 (F) WITHOUT WALKWAY) 138 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 6.0000 1,410,000.00 0.000 0 139 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5000 117,500.00 0.000 0 140 REMOVE SIGN STRUCTURE (EA) EA 8,500.0000 102,000.00 0.000 0 141 SOUND WALL (MASONRY BLOCK) SQFT 45.0000 2,763,810.00 0.000 0 (F) 142 ACCESS GATE (SOUND WALL) EA 3,500.0000 3,500.00 0.000 0 (F) 143 BRIDGE REMOVAL LS 440,000.0000 440,000.00 0.000 0 144 BRIDGE REMOVAL (PORTION) LS 112,000.0000 112,000.00 0.000 0 145 CONCRETE BACKFILL (PIPE TRENCH) CY 355.0000 176,080.00 0.000 0 (F) 146 12" TEMPORARY CULVERT LF 1,360.0000 2,720.00 0.000 0 147 18" TEMPORARY CULVERT LF 124.0000 68,200.00 0.000 0 148 12" REINFORCED CONCRETE PIPE LF 1,620.0000 4,698.00 0.000 0 149 18" REINFORCED CONCRETE PIPE LF 310.0000 3,596,000.00 0.000 0 150 24" REINFORCED CONCRETE PIPE LF 1,340.0000 13,400.00 0.000 0 151 30" REINFORCED CONCRETE PIPE LF 475.0000 104,500.00 0.000 0 152 36" REINFORCED CONCRETE PIPE LF 740.0000 40,700.00 0.000 0 153 4" PLASTIC PIPE LF 186.0000 13,392.00 0.000 0 154 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 94.0000 2,820.00 0.000 0 (.079" THICK) 155 18" ENTRANCE TAPER EA 1,800.0000 3,600.00 0.000 0 156 18" DOWNDRAIN SLIP JOINT EA 1,700.0000 3,400.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:30 PM ESTIMATE NO. 004 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 18" ANCHOR ASSEMBLY EA 600.0000 2,400.00 0.000 0 158 DRAINAGE INLET MARKER EA 45.0000 90.00 0.000 0 159 18" WELDED STEEL PIPE CASING (BRIDGE) LF 540.0000 4,320.00 0.000 0 160 36" PRECAST CONCRETE PIPE INLET LF 600.0000 42,000.00 0.000 0 161 24" PRECAST CONCRETE PIPE MANHOLE LF 1,200.0000 22,800.00 0.000 0 162 INLET DEPRESSION EA 1,900.0000 17,100.00 0.000 0 163 ABANDON CULVERT (LF) LF 44.0000 46,200.00 0.000 0 164 REMOVE CULVERT (LF) LF 160.0000 123,200.00 0.000 0 165 REMOVE DOWNDRAIN (EA) EA 2,400.0000 4,800.00 0.000 0 166 REMOVE INLET EA 2,100.0000 69,300.00 0.000 0 167 REMOVE HEADWALL EA 4,200.0000 4,200.00 0.000 0 168 SAND BACKFILL CY 160.0000 2,560.00 0.000 0 169 ROCK SLOPE PROTECTION (150 LB, CLASS CY 323.0000 122,740.00 0.000 0 III, METHOD B) (CY) 170 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 569.0000 2,276.00 0.000 0 METHOD B) (CY) 171 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 23.0000 276.00 0.000 0 172 MINOR CONCRETE (GUTTER) (LF) LF 40.0000 64,280.00 0.000 0 173 MINOR CONCRETE (GUTTER) (CY) CY 1,480.0000 26,640.00 0.000 0 174 DETECTABLE WARNING SURFACE SQFT 47.0000 10,340.00 0.000 0 175 MINOR CONCRETE (CURB AND GUTTER) CY 1,120.0000 108,640.00 0.000 0 176 MINOR CONCRETE (DRIVEWAY) CY 1,170.0000 3,861.00 0.000 0 177 MINOR CONCRETE (STAMPED CONCRETE) SQFT 15.0000 267,000.00 0.000 0 178 MINOR CONCRETE (SIDEWALK) CY 1,490.0000 163,900.00 0.000 0 179 MINOR CONCRETE (CURB RAMP) CY 3,600.0000 16,920.00 0.000 0 180 MINOR CONCRETE (PCC DIKE) CY 1,900.0000 9,500.00 0.000 0 181 ARCHITECTURAL CONCRETE PAVING (TYPE 1) SQFT 21.0000 62,370.00 0.000 0 182 ARCHITECTURAL CONCRETE PAVING (TYPE 2) SQFT 17.0000 47,940.00 0.000 0 183 REMOVE CONCRETE CURB (LF) LF 14.0000 15,960.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:30 PM ESTIMATE NO. 004 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 230.0000 11,960.00 0.000 0 185 REMOVE CONCRETE (CURB AND GUTTER) LF 16.0000 51,040.00 0.000 0 186 MISCELLANEOUS IRON AND STEEL LB 2.0000 122,402.00 0.000 0 (F) 187 MANHOLE FRAME AND COVER EA 1,985.0000 5,955.00 0.000 0 188 ISOLATION CASING (CORRUGATED STEEL PIPE) LB 15.0000 31,725.00 0.000 0 (F) 189 MISCELLANEOUS METAL (BRIDGE) LB 25.0000 97,950.00 0.000 0 (F) 190 BRIDGE DECK DRAINAGE SYSTEM LB 30.0000 29,040.00 0.000 0 (F) 191 8" PVC WATER DISTRIBUTION LINE LF 1,100.0000 64,900.00 0.000 0 192 2" WATER SERVICE LINE EA 21,000.0000 21,000.00 0.000 0 193 ABANDON EXISTING 4" ASBESTOS CEMENT LF 515.0000 6,180.00 0.000 0 WATER LINE 194 8" GATE VALVE AND MECHANICAL JOINT EA 4,000.0000 4,000.00 0.000 0 SLEEVE 195 8" DIP WATER DISTRIBUTION LINE LF 235.0000 44,650.00 0.000 0 196 8" DIP SEISMIC EXPANSION JOINT EA 30,000.0000 60,000.00 0.000 0 197 LIGHTING (COUNTY STREET) LS 450,000.0000 450,000.00 0.000 0 198 FLASHING BEACON SYSTEM (COUNTY STREET) LS 35,000.0000 35,000.00 0.000 0 199 PREPARE AND STAIN CONCRETE SQFT 75.0800 45,123.08 0.000 0 200 PREPARE AND STAIN SHOTCRETE SQFT 8.5300 166,642.08 0.000 0 201 STAIN GALVANIZED SURFACES (EA) EA 33.7500 16,875.00 0.000 0 202 CHAIN LINK FENCE (TYPE CL-6) LF 50.0000 51,500.00 0.000 0 203 EXPANDED METAL FENCE LF 350.0000 12,950.00 0.000 0 204 4' EXPANDED METAL GATE EA 4,000.0000 8,000.00 0.000 0 205 4' CHAIN LINK GATE (TYPE CL-6) EA 2,300.0000 23,000.00 0.000 0 206 8' EXPANDED METAL GATE EA 5,500.0000 22,000.00 0.000 0 207 REMOVE CHAIN LINK FENCE LF 15.0000 58,500.00 0.000 0 208 REMOVE PAVEMENT MARKER EA 1.0700 4,804.30 0.000 0 209 DELINEATOR (CLASS 1) EA 45.0000 11,700.00 0.000 0 210 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.4000 14,976.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:30 PM ESTIMATE NO. 004 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 IRRIGATION FACILITY MARKER EA 50.0000 1,200.00 0.000 0 212 TREATMENT BEST MANAGEMENT PRACTICE EA 85.0000 595.00 0.000 0 MARKER 213 OBJECT MARKER (TYPE P) EA 85.0000 1,955.00 0.000 0 214 REMOVE ROADSIDE SIGN EA 120.0000 5,880.00 0.000 0 215 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 75.0000 375.00 0.000 0 BRACKET METHOD) 216 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 30.0000 62,400.00 0.000 0 217 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 40.0000 11,200.00 0.000 0 218 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.6600 11,196.00 0.000 0 (0.063"-UNFRAMED) 219 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.3500 20,543.50 0.000 0 (0.080"-UNFRAMED) 220 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.5000 6,325.00 0.000 0 (0.063"-FRAMED) 221 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.4500 22,562.00 0.000 0 (0.080"-FRAMED) 222 METAL (BARRIER MOUNTED SIGN) LB 13.0000 3,120.00 0.000 0 223 ROADSIDE SIGN - ONE POST EA 375.0000 23,625.00 0.000 0 224 ROADSIDE SIGN - TWO POST EA 575.0000 18,400.00 0.000 0 225 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,750.00 0.000 0 METHOD) 226 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 120.0000 14,400.00 0.000 0 POST 227 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 4,500.0000 9,000.00 0.000 0 BOX POST) 228 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 40.0000 94,000.00 0.000 0 229 VEGETATION CONTROL (MINOR CONCRETE) SQYD 123.0000 196,800.00 0.000 0 230 TUBULAR HANDRAILING LF 96.2500 165,357.50 0.000 0 (F) 231 PEDESTRIAN RAILING LF 661.9500 1,691,282.25 0.000 0 (F) 232 CABLE RAILING LF 49.7500 79,948.25 0.000 0 (F) 233 TRANSITION RAILING (TYPE DTB) EA 5,000.0000 15,000.00 0.000 0 234 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 15,000.00 0.000 0 235 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 15,000.00 0.000 0 236 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,500.0000 54,000.00 0.000 0 237 ALTERNATIVE CRASH CUSHION SYSTEM EA 48,112.5000 96,225.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:30 PM ESTIMATE NO. 004 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 CONCRETE BARRIER (TYPE 60MC) LF 142.9000 1,686,220.00 0.000 0 239 CONCRETE BARRIER (TYPE 60MD) LF 171.2600 34,252.00 0.000 0 240 CONCRETE BARRIER (TYPE 60MGF) LF 472.6200 250,488.60 0.000 0 241 CONCRETE BARRIER (TYPE 60MP) LF 357.8700 4,294.44 0.000 0 242 CONCRETE BARRIER (TYPE 60MC MODIFIED 1) LF 422.7300 101,455.20 0.000 0 243 CONCRETE BARRIER (TYPE 60MC MODIFIED 2) LF 715.0000 37,895.00 0.000 0 244 CONCRETE BARRIER (732SW MODIFIED) LF 540.0000 209,520.00 0.000 0 (F) 245 CONCRETE BARRIER (TYPE 836S) LF 207.0000 490,590.00 0.000 0 246 CONCRETE BARRIER (TYPE 836SV) LF 243.0000 267,300.00 0.000 0 247 CONCRETE BARRIER (TYPE 85A) LF 460.0000 427,800.00 0.000 0 248 CONCRETE BARRIER (TYPE 836) LF 248.0000 141,112.00 0.000 0 (F) 249 CONCRETE BARRIER (TYPE 836A) LF 237.0000 10,191.00 0.000 0 (F) 250 REMOVE GUARDRAIL LF 6.0000 12,300.00 0.000 0 251 REMOVE DOUBLE METAL BEAM BARRIER LF 7.0000 91,700.00 0.000 0 252 REMOVE CONCRETE BARRIER LF 38.5600 59,382.40 0.000 0 253 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.5300 16,377.60 0.000 0 WET NIGHT VISIBILITY) 254 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 12.7900 7,929.80 0.000 0 MARKING 255 PAINT TRAFFIC STRIPE (1-COAT) LF 1.1200 241,920.00 0.000 0 256 4" THERMOPLASTIC TRAFFIC STRIPE LF 4.2600 9,372.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 257 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4400 102,672.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 258 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.4000 11,712.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 259 12" THERMOPLASTIC TRAFFIC STRIPE LF 8.5300 66,789.90 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 260 18" THERMOPLASTIC TRAFFIC STRIPE LF 12.7900 9,208.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 261 REMOVE PAINTED TRAFFIC STRIPE LF 0.2700 56,430.00 0.000 0 262 REMOVE PAINTED PAVEMENT MARKING SQFT 1.0700 492.20 0.000 0 263 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 26,298.00 0.000 0 264 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0700 588.50 0.000 0 PROGRAM CAS145 PAGE 11 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:30 PM ESTIMATE NO. 004 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 12" RUMBLE STRIP (ASPHALT CONCRETE STA 76.7500 34,537.50 0.000 0 PAVEMENT) 266 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.2600 47,286.00 0.000 0 (BROKEN 12-3) 267 METHYL METHACRYLATE PAINT RED COLORED SQFT 9.0600 250,962.00 0.000 0 PAVEMENT MARKING 268 METHYL METHACRYLATE PAINT GREEN COLORED SQFT 8.5300 51,009.40 0.000 0 PAVEMENT MARKING 269 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.2600 123,966.00 0.000 0 (BROKEN 18-12) 270 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.2600 34,165.20 0.000 0 (BROKEN 36-12) 271 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.2600 2,556.00 0.000 0 (BROKEN 8-4) 272 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 273 ELECTRIC SERVICE FOR IRRIGATION LS 85,000.0000 85,000.00 0.000 0 274 MODIFYING CAMERA SYSTEMS LS 125,000.0000 125,000.00 0.000 0 275 MODIFYING LIGHTING SYSTEMS LS 795,000.0000 795,000.00 0.000 0 276 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 85,000.0000 85,000.00 0.000 0 277 MODIFYING RAMP METERING SYSTEMS LS 65,000.0000 65,000.00 0.000 0 278 MODIFYING TRAFFIC MONITORING STATIONS LS 255,000.0000 255,000.00 0.000 0 279 MODIFYING FLASHING BEACON SYSTEMS LS 50,000.0000 50,000.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7334 TIME 08:30 PM ESTIMATE NO. 004 BID OPENING 04/27/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: PANNU, ART DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 25,442.18 263,806.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 25,442.18 263,806.00 280 MOBILIZATION LS 7,200,000.0000 7,200,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 72,398,200.21 TOTAL WORK COMPLETED 25,442.18 263,806.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 15,442.18 253,806.00 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 07/24/23 1335 09/18/23 09/18/23 05/15/26 9 74 0 0 0% 1% PROGRESS IS SATISFACTORY *** SUSPENDED ON 09/29/23. PANNU, ART RESIDENT ENGINEER