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 09/19/23 EST. NO. 009 TIME 09:21 PM R.E. NAME: JASON KLINE/TAYLOR MERLO 05-1K03U4 --------------------------------------------------------------------------- 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 0186 901.41 E.W. @ F.A.(+) 061523 N 0243.0 0194 445.66 053023 N 0252.0 0197 4,164.13 060923 N 0261.0 0198 4,282.19 061223 N 0262.0 0199 874.52 061323 N 0263.0 006 0001 4,950.00 A.C. @ L.S.(+) 081823 N 0001 0 0002 4,845.08 A.C. @ U.P.(+) 081823 N 0002 0 007 0012 8,822.63 E.W. @ F.A.(+) 042523 N 0211.0 0013 6,892.32 042323 N 0209.0 0015 9,783.06 053023 N 0254.0 0016 16,228.84 031223 N 0134.1 013 0006 56,866.14 E.W. @ F.A.(+) 042423 N 0213.1 119,055.98 TOTAL THIS ESTIMATE 425,504.14 TOTAL PREVIOUS ESTIMATE 544,560.12 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 09/19/23 EST. NO. 009 TIME 09:21 PM R.E. NAME: JASON KLINE/TAYLOR MERLO 05-1K03U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 003 MISS PAYROLLS -10,000.00 004 RECD PAYROLLS #3 10,000.00 004 MISS PAYROLLS -10,000.00 008 RECD PAYROLLS #4 10,000.00 008 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K03U4 TIME 09:21 PM ESTIMATE NO. 009 BID OPENING 10/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: JASON KLINE/TAYLOR MERLO DATE OF THIS ESTIMATE 09/19/23 LOCATION PROGRESS ESTIMATE 05-SB-101-10.0/10.5 ----------------- GRANITE CONSTRUCTION COMPANY SANTA BARBARA COUNTY IN AND NEAR SANTA 5335 DEBBIE ROAD BARBARA FROM 0.1 MILE SOUTH OF SAN YSIDRO SANTA BARBARA CA 93111 ROAD OVERCOSSING TO 0.1 MILE NORTH OF OLIVE MILL ROAD OVERCROSSING FED. AID NO. N O N E HIGHWAY 101: CARPINTERIA TO SANTA BARBARA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,600.0000 4,600.00 1.000 4,600 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 3,400.0000 3,400.00 0.475 1,615.00 0.750 2,550 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,998.8000 1,039,688.00 22.000 87,973.60 167.000 667,799 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 2.000 12,000 005 HOURLY OFF-SITE HR 200.0000 3,000.00 8.000 1,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 60,500.0000 60,500.00 0.600 36,300 007 TRAFFIC CONTROL SYSTEM LS 675,000.0000 675,000.00 0.085 57,375.00 0.644 434,700 008 TYPE III BARRICADE EA 150.0000 1,950.00 2.000 300.00 10.000 1,500 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 7.2000 8,712.00 232.000 1,670.40 969.000 6,976 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.3800 8,500.80 1,642.100 2,266.10 6,270.100 8,652 011 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 51,350.00 53.000 3,445.00 331.000 21,515 012 PORTABLE DELINEATOR EA 25.0000 1,750.00 11.000 275.00 63.000 1,575 013 TEMPORARY BARRIER SYSTEM LF 40.0000 16,000.00 400.000 16,000 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 70,000.0000 70,000.00 0.100 7,000.00 0.900 63,000 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 75,000.0000 75,000.00 0.085 6,375.00 0.644 48,300 016 TEMPORARY CRASH CUSHION EA 11,650.0000 11,650.00 1.000 11,650 017 JOB SITE MANAGEMENT LS 93,600.0000 93,600.00 0.085 7,956.00 0.644 60,278 018 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 7,500.00 5.000 2,500 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 795.0000 7,155.00 3.000 2,385 021 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 022 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,675.0000 16,750.00 0.000 0 CONTROL) PROGRAM CAS145 PAGE 2 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K03U4 TIME 09:21 PM ESTIMATE NO. 009 BID OPENING 10/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: JASON KLINE/TAYLOR MERLO DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.5500 15,004.00 0.000 0 MATRIX) 024 TEMPORARY CHECK DAM LF 55.0000 5,500.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 650.0000 10,400.00 5.000 3,250 026 TEMPORARY FIBER ROLL LF 10.0000 43,600.00 230.000 2,300 027 TEMPORARY GRAVEL BAG BERM LF 8.9000 1,780.00 30.000 267 028 TEMPORARY CONSTRUCTION ENTRANCE EA 8,045.0000 64,360.00 3.000 24,135 029 STREET SWEEPING LS 155,000.0000 155,000.00 0.085 13,175.00 0.644 99,820 030 TEMPORARY CONCRETE WASHOUT LS 12,900.0000 12,900.00 0.085 1,096.50 0.644 8,307 031 TREATED WOOD WASTE LB 1.5000 6,750.00 0.000 0 032 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 225,000.0000 225,000.00 0.085 19,125.00 0.644 144,900 033 TEMPORARY HIGH-VISIBILITY FENCE LF 8.5000 9,945.00 1,057.900 8,992 034 CLEARING AND GRUBBING (LS) LS 115,000.0000 115,000.00 0.900 103,500 035 ROADWAY EXCAVATION CY 120.0000 643,200.00 4,405.300 528,636 036 ROADWAY EXCAVATION (TOPSOIL) CY 120.0000 132,000.00 50.820 6,098.40 644.000 77,280 037 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 28,350.00 378.000 28,350 (F) 038 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 1,250.0000 26,250.00 21.000 26,250 (F) 039 SAND BEDDING CY 1,275.0000 1,275.00 0.000 0 040 STRUCTURE BACKFILL (RETAINING WALL) CY 250.0000 86,500.00 346.000 86,500 (F) 041 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 3,400.0000 44,200.00 13.000 44,200 (F) 042 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 975.0000 16,575.00 17.000 16,575 (F) 043 LEAN CONCRETE BACKFILL CY 1,375.0000 12,375.00 0.000 0 (F) 044 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 7.5000 21,525.00 132.000 990.00 2,702.000 20,265 A1 045 SUBGRADE ENHANCEMENT GEOGRID SQYD 6.5500 18,798.50 132.000 864.60 2,702.000 17,698 046 ROADSIDE CLEARING LS 22,150.0000 22,150.00 0.000 0 047 DECORATIVE BOULDERS EA 443.0000 53,160.00 0.000 0 048 CULTIVATION SQYD 2.2500 3,622.50 0.000 0 049 BIORETENTION SOIL MEDIA (BSM) CY 194.0000 122,220.00 292.000 56,648.00 564.000 109,416 PROGRAM CAS145 PAGE 3 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K03U4 TIME 09:21 PM ESTIMATE NO. 009 BID OPENING 10/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: JASON KLINE/TAYLOR MERLO DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SOIL AMENDMENT CY 66.5000 11,305.00 0.000 0 051 ORGANIC FERTILIZER LB 1.7500 3,395.00 0.000 0 052 SLOW-RELEASE FERTILIZER LB 1.9000 475.00 0.000 0 053 SULFATE-SULFUR (LB) LB 1.2000 204.00 0.000 0 054 AGRICULTURAL LIME LB 0.5500 1,133.00 0.000 0 055 SOIL TESTING EA 221.5000 1,772.00 1.000 221 056 PLANT (GROUP K) EA 665.0000 31,255.00 0.000 0 057 PLANT (GROUP A) EA 10.0000 77,400.00 0.000 0 058 PLANT (GROUP B) EA 29.0000 40,310.00 0.000 0 059 PLANT (GROUP U) EA 111.0000 10,101.00 0.000 0 060 MAINTAIN EXISTING PLANTED AREAS LS 26,500.0000 26,500.00 0.000 0 061 PLANT ESTABLISHMENT WORK LS 221,500.0000 221,500.00 0.000 0 062 DECOMPOSED GRANITE SQFT 17.7200 21,264.00 0.000 0 063 WOOD MULCH CY 133.0000 118,370.00 0.000 0 064 ROOT PROTECTOR EA 56.0000 7,840.00 0.000 0 065 ROOT BARRIER LF 11.0000 10,120.00 537.000 5,907.00 537.000 5,907 066 CHECK AND TEST EXISTING IRRIGATION LS 5,550.0000 5,550.00 0.000 0 FACILITIES 067 OPERATE EXISTING IRRIGATION FACILITIES LS 5,550.0000 5,550.00 0.000 0 068 REMOVE IRRIGATION FACILITY LS 3,325.0000 3,325.00 0.666 2,214.45 0.666 2,214 069 CONTROL AND NEUTRAL CONDUCTORS LS 5,540.0000 5,540.00 0.000 0 070 1 1/2" REMOTE CONTROL VALVE EA 443.0000 12,404.00 0.000 0 071 24-32 STATION IRRIGATION CONTROLLER EA 18,830.0000 37,660.00 0.000 0 (WALL MOUNTED) 072 DRIP IRRIGATION TUBING SQFT 3.3500 46,565.00 0.000 0 073 1 1/2" BACKFLOW PREVENTER ASSEMBLY EA 4,984.0000 9,968.00 0.000 0 074 FLOW SENSOR EA 996.7500 1,993.50 0.000 0 075 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 66.4500 11,296.50 0.000 0 076 RISER SPRINKLER ASSEMBLY EA 31.0000 8,060.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K03U4 TIME 09:21 PM ESTIMATE NO. 009 BID OPENING 10/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: JASON KLINE/TAYLOR MERLO DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRIP VALVE ASSEMBLY EA 388.0000 5,044.00 0.000 0 078 SPRINKLER PROTECTORS EA 66.5000 931.00 0.000 0 079 1 1/2" GATE VALVE EA 554.0000 5,540.00 6.000 3,324.00 6.000 3,324 080 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.5400 45,982.00 132.000 731.28 132.000 731 (F) LINE) 081 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.5000 8,905.00 528.000 3,432.00 753.000 4,894 (F) (SUPPLY LINE) 082 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 12.5000 3,125.00 84.000 1,050.00 197.000 2,462 (F) LINE) 083 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 22.1500 4,873.00 0.000 0 (F) (SUPPLY LINE) 084 PRESSURE REGULATING VALVE EA 2,215.0000 4,430.00 0.000 0 085 BALL VALVE EA 333.0000 2,997.00 0.000 0 086 PVC PIPE CONDUIT (SLEEVE) LF 22.1500 15,062.00 550.000 12,182 (F) 087 8" CORRUGATED HIGH DENSITY POLYETHYLENE LF 66.5000 8,645.00 189.000 12,568 PIPE CONDUIT 088 10" CORRUGATED HIGH DENSITY POLYETHYLENE LF 88.6000 25,694.00 169.000 14,973 PIPE CONDUIT 089 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 110.7500 31,010.00 283.000 31,342 PIPE CONDUIT 090 CLASS 5 AGGREGATE SUBBASE CY 240.0000 74,400.00 170.000 40,800.00 272.100 65,304 091 CLASS 2 AGGREGATE BASE (CY) CY 180.6900 469,794.00 178.840 32,314.60 2,374.650 429,075 092 HOT MIX ASPHALT (TYPE A) TON 265.0000 657,200.00 798.070 211,488.55 2,240.840 593,822 093 REMOVE ASPHALT CONCRETE DIKE LF 1.9000 1,729.00 313.800 596.22 811.000 1,540 094 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 14.0000 22,960.00 1,000.000 14,000.00 1,000.000 14,000 095 CONTINUOUSLY REINFORCED CONCRETE CY 1,594.2500 829,010.00 32.000 51,016.00 486.174 775,082 PAVEMENT 096 JOINTED PLAIN CONCRETE PAVEMENT CY 717.0000 157,740.00 233.000 167,061 097 ARCHITECTURAL WALL (SQFT) SQFT 418.0000 555,940.00 528.000 220,704.00 1,330.000 555,940 098 STEEL SOLDIER PILE (W 18 X 143) LF 203.0000 35,525.00 175.000 35,525 099 30" DRILLED HOLE LF 815.0000 113,285.00 139.000 113,285 100 STRUCTURAL CONCRETE, RETAINING WALL CY 1,860.0000 292,020.00 157.000 292,020 (F) 101 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,990.0000 67,660.00 34.000 67,660 (F) 102 STRUCTURAL CONCRETE, HEADWALL CY 4,690.0000 89,110.00 10.000 46,900 (F) 103 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,200.0000 145,600.00 26.500 137,800 (F) PROGRAM CAS145 PAGE 5 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K03U4 TIME 09:21 PM ESTIMATE NO. 009 BID OPENING 10/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: JASON KLINE/TAYLOR MERLO DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, DRAINAGE INLET EA 17,505.0000 17,505.00 1.000 17,505 (MOD) 105 MINOR CONCRETE (BACKFILL) CY 590.0000 1,770.00 0.000 0 (F) 106 CONCRETE SURFACE TEXTURE (FRACTURED FIN) SQFT 70.0000 49,000.00 0.000 0 107 CONCRETE SURFACE TEXTURE (FRACTURED RIB) SQFT 30.0000 22,920.00 526.000 15,780 108 CONCRETE SURFACE TEXTURE (SAND BLAST) SQFT 25.0000 3,625.00 0.000 0 109 BAR REINFORCING STEEL (RETAINING WALL) LB 2.9500 56,536.75 19,165.000 56,536 (F) 110 TIMBER LAGGING MFBM 12,550.0000 37,650.00 3.000 37,650 (F) 111 CLEAN AND PAINT STEEL SOLDIER PILING LS 11,900.0000 11,900.00 1.000 11,900 112 REMOVE RETAINING WALL (PORTION) (LS) LS 17,385.0000 17,385.00 1.000 17,385 113 REMOVE ASPHALT CONCRETE SURFACING (SQYD) SQYD 0.9500 218.50 230.000 218 114 24" TEMPORARY CULVERT LF 695.0000 4,865.00 0.000 0 115 24" REINFORCED CONCRETE PIPE (CLASS V) LF 310.0000 310,000.00 802.000 248,620 116 DRAINAGE INLET MARKER EA 320.0000 3,840.00 0.000 0 117 SIDEWALK UNDERDRAIN EA 3,225.0000 9,675.00 0.000 0 118 REMOVE CULVERT (LF) LF 85.0000 64,600.00 520.000 44,200 119 REMOVE INLET EA 2,160.0000 17,280.00 6.000 12,960 120 REMOVE HEADWALL EA 7,550.0000 7,550.00 0.000 0 121 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 350.0000 17,150.00 0.000 0 METHOD B) (CY) 122 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 20.0000 1,480.00 0.000 0 123 MINOR CONCRETE (CURB) (CY) CY 1,240.0000 347,200.00 8.500 10,540.00 172.734 214,190 124 MINOR CONCRETE (CURB) (FLUSH) CY 2,200.0000 8,800.00 2.600 5,720 125 MINOR CONCRETE (GUTTER) (CY) CY 2,185.0000 17,480.00 8.000 17,480 126 MINOR CONCRETE (VALLEY GUTTER) CY 1,700.0000 5,100.00 3.000 5,100 127 MINOR CONCRETE DIKE (TYPE A) LF 70.0000 11,130.00 159.000 11,130 128 DETECTABLE WARNING SURFACE SQFT 55.0000 34,100.00 262.000 14,410.00 262.000 14,410 129 MINOR CONCRETE (DRIVEWAY) CY 1,030.0000 14,420.00 14.000 14,420 130 MINOR CONCRETE (SIDEWALK) CY 970.0000 106,700.00 78.233 75,886 PROGRAM CAS145 PAGE 6 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K03U4 TIME 09:21 PM ESTIMATE NO. 009 BID OPENING 10/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: JASON KLINE/TAYLOR MERLO DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (COBBLE TRUCK APRON) SQYD 475.0000 427,500.00 490.000 232,750 132 COBBLE MAINTENANCE STRIP SQYD 495.0000 217,800.00 136.000 67,320 133 CONCRETE PAVERS (SQYD) SQYD 540.0000 8,100.00 0.000 0 134 MINOR CONCRETE (CURB RAMP) CY 2,050.0000 73,800.00 3.100 6,355.00 26.100 53,505 135 REMOVE CURB LF 3.1000 8,246.00 2,660.000 8,246 136 MISCELLANEOUS IRON AND STEEL LB 3.5000 7,833.00 1,119.000 3,916.50 1,119.000 3,916 (F) 137 MANHOLE FRAME AND COVER EA 1,750.0000 3,500.00 2.000 3,500.00 2.000 3,500 138 MISCELLANEOUS METAL (RETAINING WALL) LB 125.0000 9,875.00 79.000 9,875 (F) 139 LIGHTING SYSTEM (COUNTY) LS 446,869.0000 446,869.00 0.090 40,218.21 0.440 196,622 140 LIGHTING SYSTEM (CITY) LS 537,069.0000 537,069.00 0.110 59,077.59 0.460 247,051 141 TEMPORARY LIGHTING SYSTEMS (CITY STREET) LS 148,194.0000 148,194.00 0.900 133,374 142 TEMPORARY LIGHTING SYSTEMS (COUNTY LS 185,225.0000 185,225.00 0.200 37,045.00 0.900 166,702 STREET) 143 SPLIT RAIL FENCE LF 51.0000 33,660.00 0.000 0 144 WOODEN FENCE LF 65.0000 15,600.00 66.300 4,309.50 226.300 14,709 145 TEMPORARY FENCE LF 22.0000 33,660.00 1,525.000 33,550.00 1,525.000 33,550 146 REMOVE FENCE LF 10.0000 3,000.00 226.000 2,260.00 351.000 3,510 147 REMOVE CHAIN LINK FENCE LF 10.0000 1,100.00 140.000 1,400 148 DELINEATOR (CLASS 1) EA 95.0000 1,900.00 0.000 0 149 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.0000 770.00 0.000 0 150 TREATMENT BEST MANAGEMENT PRACTICE EA 140.0000 3,360.00 0.000 0 MARKER 151 OBJECT MARKER (TYPE P) EA 195.0000 195.00 1.000 195 152 REMOVE ROADSIDE SIGN EA 140.0000 4,620.00 13.000 1,820 153 RELOCATE ROADSIDE SIGN EA 195.0000 2,925.00 1.000 195.00 1.000 195 154 RELOCATE MONUMENT SIGN EA 10,537.0000 10,537.00 0.000 0 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0000 13,630.00 182.260 5,285.54 206.760 5,996 (0.063"-UNFRAMED) 156 ROADSIDE SIGN - ONE POST EA 385.0000 27,335.00 30.000 11,550.00 32.000 12,320 157 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 120.0000 480.00 0.000 0 POST PROGRAM CAS145 PAGE 7 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K03U4 TIME 09:21 PM ESTIMATE NO. 009 BID OPENING 10/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: JASON KLINE/TAYLOR MERLO DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 65.0000 12,350.00 150.000 9,750 159 VEGETATION CONTROL (MINOR CONCRETE) SQYD 148.0000 11,988.00 58.330 8,632 160 TUBE AND CABLE RAILING LF 277.0000 41,550.00 0.000 0 161 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,200.0000 2,200.00 0.000 0 162 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,600.0000 5,600.00 0.000 0 163 ALTERNATIVE CRASH CUSHION EA 40,575.0000 81,150.00 2.000 81,150.00 2.000 81,150 164 CONCRETE BARRIER (TYPE 85SW MOD) LF 2,050.0000 248,050.00 114.950 235,647.50 114.950 235,647 165 REMOVE GUARDRAIL LF 8.7000 1,827.00 67.000 582.90 210.000 1,827 166 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.5400 11,080.00 0.000 0 WET NIGHT VISIBILITY) 167 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 14,654.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 168 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6600 747.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 169 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.8000 476.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 170 REMOVE PAINTED TRAFFIC STRIPE LF 1.6600 9,462.00 2,312.300 3,838.42 6,758.500 11,219 171 REMOVE PAINTED PAVEMENT MARKING SQFT 5.5000 2,805.00 138.000 759.00 661.300 3,637 172 METHYL METHACRYLATE PAINT TRAFFIC STRIPE SQFT 16.6000 1,394.40 0.000 0 CROSSWALK AND PAVEMENT MARKING 173 MODIFYING LIGHTING SYSTEMS LS 175,889.0000 175,889.00 0.300 52,766.70 0.900 158,300 PROGRAM CAS145 PAGE 8 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1K03U4 TIME 09:21 PM ESTIMATE NO. 009 BID OPENING 10/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: JASON KLINE/TAYLOR MERLO DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,468,783.56 8,672,177.54 ADJUSTMENT OF COMPENSATION 9,795.08 9,795.08 EXTRA WORK 109,260.90 534,765.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,587,839.54 9,216,737.66 174 MOBILIZATION LS 1,393,609.7200 1,393,609.72 1.000 1,393,609 ORIGINAL CONTRACT AMOUNT 13,936,108.17 TOTAL WORK COMPLETED 1,587,839.54 10,610,347.38 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 1,587,839.54 10,600,347.38 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 11/29/22 260 01/06/23 01/06/23 02/08/24 162 11 0 0 72% 62% PROGRESS IS SATISFACTORY JASON KLINE/TAYLOR MERLO RESIDENT ENGINEER