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 05/28/24 EST. NO. 010 TIME 01:45 PM R.E. NAME: KLINE, JASON 05-0N74U4 --------------------------------------------------------------------------- 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 0030 1,194.47 E.W. @ F.A.(+) 122923 N 0054.0 0043 10,507.20 013124 N 0108.0 002 0013 1,644.20 E.W. @ F.A.(+) 040524 N 0115.0 005 0003 3,476.94 E.W. @ F.A.(+) 032624 N 0113.0 007 0001 1,879.34 E.W. @ F.A.(+) 121523 N 0036.0 0002 4,945.94 122223 N 0058.0 008 0010 3,105.53 E.W. @ F.A.(+) 021624 N 0091.0 0011 2,556.17 030824 N 0118.0 0012 1,121.10 031124 N 0119.0 010 0006 3,230.82 E.W. @ F.A.(+) 021524 N 0116.0 0007 300.00 020624 N 0117.0 014 0001 19,029.67 E.W. @ F.A.(+) 012424 N 0076.0 0003 7,482.85 012624 N 0078.0 022 0002 27,632.11 E.W. @ F.A.(+) 021324 N 0104.0 023 0002 245.53 E.W. @ F.A.(+) 021424 N 0072.0 025 0006 51,942.00 E.W. @ L.S.(+) 051724 N 0006 0 027 0006 4,026.58 E.W. @ F.A.(+) 022624 N 0099.0 0012 1,968.05 021124 N 0089.0 0015 4,024.92 022624 N 0106.0 0017 2,471.48 031424 N 0121.0 0019 2,063.44 031424 N 0111.0 0027 18,559.10 031424 N 112.10 173,407.44 TOTAL THIS ESTIMATE 355,706.66 TOTAL PREVIOUS ESTIMATE 529,114.10 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 05/28/24 EST. NO. 010 TIME 01:45 PM R.E. NAME: KLINE, JASON 05-0N74U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE B2GNOW NONCOMPLIANCE -1,000.00 007 MISS CUF-2410 -10,000.00 007 PERF FAILURE WITHOLD -332,420.95 007 B2GNOW NONCOMPLIANCE 1,000.00 008 RECD CUF-2410 10,000.00 008 RELEASE SWPPP WITHHD 332,420.95 009 B2GNOW NONCOMPLIANCE -10,000.00 010 MISSING CUF-2410 -10,000.00 010 SURVEY RESTAKE CHARG -2,891.00 010 -22,891.00 -22,891.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -2,000.00 005 MISS PAYROLLS -2,000.00 007 RECD PAYROLLS 05 2,000.00 007 RECD PAYROLLS #7 2,000.00 009 0.00 0.00 TOTAL DEDUCTIONS -22,891.00 -22,891.00 PROGRAM CAS145 PAGE 1 DATE 05/28/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 01:45 PM ESTIMATE NO. 010 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 05/28/24 LOCATION RERUN PROGRESS ESTIMATE 05-SB-101-9.7/10.6 ----------------------- GRANITE CONSTRUCTION COMPANY SANTA BARBARA COUNTY IN AND NEAR SANTA 3005 JAMES RD BARBARA FROM 0.3 MILE SOUTH OF SAN YSIDRO BAKERSFIELD CA 93308 ROAD OVERCROSSING TO 0.1 MILE NORTH OF OLIVE MILL ROAD OVERCROSSING FED. AID NO. ACNH-Q101(420)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 5,000.0000 5,000.00 1.000 5,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 1,800.0000 1,800.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,310.0000 1,339,800.00 21.000 48,510.00 149.000 344,190 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 3,000.0000 33,000.00 1.000 3,000.00 3.000 9,000 005 HOURLY OFF-SITE HR 125.0000 4,125.00 5.000 625 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 140,000.0000 140,000.00 0.640 89,600 007 TRAFFIC CONTROL SYSTEM LS 760,000.0000 760,000.00 0.036 27,360.00 0.257 195,320 008 TRAFFIC CONTROL SUPERVISOR DAY 300.0000 174,000.00 21.000 6,300.00 149.000 44,700 009 TYPE III BARRICADE EA 75.0000 675.00 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 83,400.00 40,929.000 24,557 011 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 72,000.00 190.000 11,400 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 60.0000 34,800.00 128.000 7,680 SYSTEM DAY 013 TEMPORARY PAVEMENT MARKER EA 8.2500 16,087.50 578.000 4,768 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 70,000.0000 70,000.00 0.036 2,520.00 0.257 17,990 015 END OF QUEUE MONITORING AND WARNING WITH EA 850.0000 25,500.00 10.000 8,500 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 016 TEMPORARY RAILING (TYPE K) LF 16.0000 1,158,400.00 27,079.000 433,264 017 TEMPORARY CRASH CUSHION MODULE EA 8,600.0000 17,200.00 0.000 0 018 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,700.0000 272,600.00 26.000 122,200 019 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 3,600.0000 14,400.00 2.000 7,200 SYSTEM 020 JOB SITE MANAGEMENT LS 130,000.0000 130,000.00 0.036 4,680.00 0.257 33,410 021 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.500 2,500 PLAN PROGRAM CAS145 PAGE 2 DATE 05/28/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 01:45 PM ESTIMATE NO. 010 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 05/28/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.00 14.000 7,000 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 12,750.00 7.000 2,625 024 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 025 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 500.0000 8,000.00 3.000 1,500 CONTROL) 026 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.2500 41,250.00 29,175.400 36,469 MATRIX) 027 TEMPORARY CHECK DAM LF 9.0000 13,500.00 1,022.000 9,198 028 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 33,000.00 46.000 13,800 029 TEMPORARY FIBER ROLL LF 9.5000 45,220.00 3,116.500 29,606 030 TEMPORARY GRAVEL BAG BERM LF 9.0000 25,200.00 313.000 2,817 031 TEMPORARY LARGE SEDIMENT BARRIER LF 23.0000 98,670.00 0.000 0 032 TEMPORARY CONSTRUCTION ENTRANCE EA 21,000.0000 168,000.00 1.333 27,993 033 STREET SWEEPING LS 300,000.0000 300,000.00 0.069 20,700.00 0.257 77,100 034 TEMPORARY CONCRETE WASHOUT LS 100,000.0000 100,000.00 0.032 3,200.00 0.384 38,400 035 TREATED WOOD WASTE LB 0.5500 104,500.00 138,289.000 76,058 036 TEMPORARY HIGH-VISIBILITY FENCE LF 5.5000 23,595.00 600.000 3,300 037 CLEARING AND GRUBBING (LS) LS 600,000.0000 600,000.00 0.950 570,000 038 ROADWAY EXCAVATION CY 80.4700 3,814,278.00 539.900 43,445.75 15,940.250 1,282,711 039 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 80.4700 678,362.10 4,605.199 370,580 DEPOSITED LEAD) 040 ROADWAY EXCAVATION (TYPE R-1) (AERIALLY CY 105.0000 539,700.00 2,562.100 269,020 DEPOSITED LEAD) 041 STRUCTURE EXCAVATION (BRIDGE) CY 445.7900 9,807.38 0.000 0 (F) 042 STRUCTURE EXCAVATION (RETAINING WALL) CY 235.0000 232,885.00 0.000 0 (F) 043 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 235.0000 125,725.00 123.800 29,093.00 289.000 67,915 (F) 044 STRUCTURE BACKFILL (BRIDGE) CY 850.0000 6,800.00 0.000 0 (F) 045 STRUCTURE BACKFILL (RETAINING WALL) CY 150.0000 148,650.00 0.000 0 (F) 046 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 700.0000 116,900.00 0.000 0 (F) 047 PERVIOUS BACKFILL MATERIAL (RETAINING CY 250.0000 9,500.00 0.000 0 (F) WALL) 048 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 300.0000 63,300.00 115.000 34,500 (F) PROGRAM CAS145 PAGE 3 DATE 05/28/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 01:45 PM ESTIMATE NO. 010 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 05/28/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 LEAN CONCRETE BACKFILL CY 225.0000 19,575.00 42.000 9,450 (F) 050 DITCH EXCAVATION CY 335.0000 2,345.00 40.000 13,400 051 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 1.8500 120,250.00 20,668.600 38,236.91 23,726.100 43,893 A1 052 SUBGRADE ENHANCEMENT GEOGRID SQYD 4.5500 295,750.00 20,668.600 94,042.13 23,726.100 107,953 053 ROCK BLANKET SQFT 37.0000 337,810.00 0.000 0 054 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 125.0000 18,750.00 0.000 0 (F) 055 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 150.0000 22,500.00 0.000 0 (F) 056 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 16.0000 13,216.00 0.000 0 (F) LINE) 057 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 25.0000 10,325.00 0.000 0 (F) LINE) 058 2" SPRINKLER CONTROL CONDUIT LF 100.0000 57,000.00 0.000 0 059 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 180.0000 52,200.00 125.500 22,590 PIPE CONDUIT 060 10" WELDED STEEL PIPE CONDUIT LF 285.0000 19,380.00 0.000 0 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 795.0000 3,180.00 0.000 0 062 BONDED FIBER MATRIX (SQFT) SQFT 0.1200 29,880.00 0.000 0 063 FIBER ROLLS LF 5.0000 92,500.00 0.000 0 064 COMPOST (CY) CY 77.0000 20,020.00 0.000 0 065 INCORPORATE MATERIALS SQFT 0.2000 8,100.00 0.000 0 066 CLASS 1 AGGREGATE SUBBASE CY 100.0000 1,010,000.00 3,510.940 351,094.00 3,698.290 369,829 067 CLASS 2 AGGREGATE BASE (CY) CY 110.3900 623,703.50 1,474.000 162,714 068 HOT MIX ASPHALT (TYPE A) TON 169.8200 2,886,940.00 2,775.100 471,267.48 7,844.740 1,332,193 069 HOT MIX ASPHALT (BRIDGE) TON 723.5100 1,447.02 0.000 0 070 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.5000 595.00 0.000 0 071 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 14,500.00 0.000 0 072 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.7000 200,600.00 0.000 0 073 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.7500 142,975.00 9,920.000 106,640 074 CONTINUOUSLY REINFORCED CONCRETE CY 535.0000 9,630,000.00 1,018.270 544,774.45 1,018.270 544,774 PAVEMENT 075 JOINTED PLAIN CONCRETE PAVEMENT CY 500.0000 710,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/28/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 01:45 PM ESTIMATE NO. 010 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 05/28/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 GRIND EXISTING CONCRETE PAVEMENT SQYD 23.0000 10,580.00 0.000 0 077 TEMPORARY SHORING LS 640,000.0000 640,000.00 0.375 240,000 078 STEEL SOLDIER PILE (W 14 X 132) LF 300.0000 193,800.00 470.000 141,000 079 STEEL SOLDIER PILE (W 14 X 176) LF 315.0000 336,105.00 464.000 146,160 080 30" DRILLED HOLE LF 380.0000 615,600.00 876.000 332,880 081 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,069.3100 160,396.50 130.000 139,010.30 276.000 295,129 082 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,500.0000 190,000.00 22.000 55,000 (SIGN FOUNDATION) 083 STRUCTURAL CONCRETE, BRIDGE CY 3,165.4900 53,813.33 3.000 9,496 (F) 084 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 4,088.9300 36,800.37 0.000 0 (F) FIBER) 085 STRUCTURAL CONCRETE, RETAINING WALL CY 1,300.0000 1,024,400.00 151.200 196,560.00 177.200 230,360 (F) 086 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,550.0000 249,550.00 0.000 0 (F) 087 STRUCTURAL CONCRETE, BOX CULVERT CY 4,300.0000 253,700.00 4.600 19,780 (F) 088 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,600.0000 1,122,400.00 15.700 72,220.00 116.000 533,600 (F) 089 ARCHITECTURAL TREATMENT, RETAINING WALL SQFT 27.0000 172,125.00 0.000 0 090 CONCRETE SURFACE TEXTURE (SAND BLAST) SQFT 10.5000 176,631.00 0.000 0 091 DRILL AND BOND DOWEL LF 40.0000 78,400.00 858.000 34,320 092 JOINT SEAL (MR 1/2") LF 145.5300 2,910.60 0.000 0 093 JOINT SEAL (TYPE AL) LF 145.5300 4,802.49 0.000 0 094 BAR REINFORCING STEEL (BRIDGE) LB 2.0300 27,165.46 3,000.000 6,090.00 6,417.000 13,026 (F) 095 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 200,536.00 13,908.400 27,816.80 34,561.000 69,122 (F) 096 BAR REINFORCING STEEL (EPOXY COATED) LB 3.0000 35,034.00 0.000 0 (F) 097 BAR REINFORCING STEEL (BOX CULVERT) LB 2.0000 17,936.00 699.000 1,398.00 699.000 1,398 (F) 098 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.5200 24,368.40 0.000 0 (F) 099 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.8800 8,509.60 0.000 0 (F) 100 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 6.2500 415,000.00 0.000 0 101 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5000 33,200.00 0.000 0 102 TIMBER LAGGING MFBM 4,050.0000 121,500.00 6.440 26,082.00 15.000 60,750 (F) PROGRAM CAS145 PAGE 5 DATE 05/28/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 01:45 PM ESTIMATE NO. 010 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 05/28/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CLEAN AND PAINT STRUCTURAL STEEL LS 17,600.0000 17,600.00 1.000 17,600.00 1.000 17,600 104 CLEAN AND PAINT STEEL SOLDIER PILING LS 85,000.0000 85,000.00 1.000 85,000 105 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 7.5600 756.00 0.000 0 106 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,356.7200 5,356.72 0.000 0 107 BRIDGE REMOVAL (PORTION), LOCATION 1 LS 275,000.0000 275,000.00 1.000 275,000 108 BRIDGE REMOVAL (PORTION), LOCATION 2 LS 202,000.0000 202,000.00 0.000 0 109 18" ALTERNATIVE PIPE CULVERT LF 205.0000 299,300.00 258.000 52,890.00 1,239.600 254,118 110 24" ALTERNATIVE PIPE CULVERT LF 295.0000 410,050.00 119.000 35,105.00 1,028.700 303,466 111 30" ALTERNATIVE PIPE CULVERT LF 385.0000 53,900.00 34.000 13,090.00 166.000 63,910 112 CONCRETE BACKFILL (PIPE TRENCH) CY 570.0000 28,500.00 14.000 7,980.00 18.000 10,260 (F) 113 18" REINFORCED CONCRETE PIPE LF 285.0000 344,850.00 81.300 23,170.50 639.400 182,229 114 24" REINFORCED CONCRETE PIPE LF 385.0000 608,300.00 909.900 350,311 115 30" REINFORCED CONCRETE PIPE LF 405.0000 68,850.00 20.000 8,100.00 46.500 18,832 116 18" CORRUGATED STEEL PIPE (.079" THICK) LF 270.0000 8,100.00 0.000 0 117 36" CORRUGATED STEEL PIPE (.079" THICK) LF 1,675.0000 67,000.00 7.000 11,725.00 47.000 78,725 118 GRATED LINE DRAIN LF 400.0000 68,000.00 0.000 0 119 2" WELDED STEEL PIPE CASING LF 55.0000 8,250.00 0.000 0 120 4" WELDED STEEL PIPE CASING LF 65.0000 9,750.00 0.000 0 121 6" WELDED STEEL PIPE CASING LF 85.0000 12,750.00 0.000 0 122 24" STEEL CASING LF 1,205.1200 313,331.20 48.000 57,845 123 REMOVE CULVERT (LF) LF 50.0000 206,500.00 387.500 19,375.00 1,807.000 90,350 124 REMOVE INLET EA 2,000.0000 102,000.00 1.000 2,000.00 12.000 24,000 125 REMOVE HEADWALL EA 3,750.0000 3,750.00 0.000 0 126 ADJUST INLET EA 5,350.0000 64,200.00 0.000 0 127 CAP INLET EA 3,300.0000 9,900.00 1.000 3,300 128 66" RCP PATCH REPAIR AND PIPE TRENCH EA 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000 129 MINOR CONCRETE (GUTTER) (CY) CY 945.0000 103,950.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/28/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 01:45 PM ESTIMATE NO. 010 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 05/28/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 MINOR CONCRETE DIKE (TYPE A) LF 50.0000 89,500.00 0.000 0 131 MINOR CONCRETE DIKE (TYPE C) LF 50.0000 13,000.00 0.000 0 132 MINOR CONCRETE DIKE (TYPE E) LF 50.0000 87,000.00 0.000 0 133 MINOR CONCRETE DIKE (TYPE F) LF 50.0000 62,000.00 0.000 0 134 DETECTABLE WARNING SURFACE SQFT 78.0000 1,170.00 15.000 1,170 135 MINOR CONCRETE (MISCELLANEOUS CY 2,800.0000 28,000.00 1.000 2,800 CONSTRUCTION) 136 MINOR CONCRETE (CURB AND GUTTER) CY 1,175.0000 31,725.00 2.070 2,432 137 MINOR CONCRETE (CURB RAMP) CY 3,700.0000 3,700.00 1.000 3,700 138 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 175.0000 1,750.00 10.000 1,750 139 REMOVE CONCRETE (CURB AND GUTTER) LF 8.0000 30,240.00 1,051.000 8,408 140 MISCELLANEOUS IRON AND STEEL LB 2.5000 77,440.00 1,505.000 3,762.50 2,939.000 7,347 (F) 141 STEEL PLATE SCUPPER LF 1,000.0000 20,000.00 0.000 0 142 MISCELLANEOUS METAL (BRIDGE) LB 24.7100 41,117.44 668.000 16,506 (F) 143 MISCELLANEOUS METAL (RETAINING WALL) LB 55.0000 26,290.00 112.200 6,171.00 262.000 14,410 (F) 144 PREPARE AND STAIN CONCRETE SQFT 61.0000 386,740.00 0.000 0 145 TEMPORARY FENCE LF 33.0000 258,720.00 2,931.000 96,723 146 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 57.0000 323,190.00 0.000 0 147 4' CHAIN LINK GATE (TYPE CL-6, EA 4,100.0000 4,100.00 0.000 0 VINYL-CLAD) 148 REMOVE CHAIN LINK FENCE LF 10.0000 81,300.00 4,773.000 47,730 149 REMOVE PAVEMENT MARKER EA 1.6500 1,831.50 610.000 1,006 150 REMOVE DELINEATOR EA 45.0000 5,400.00 0.000 0 151 DELINEATOR (CLASS 1) EA 65.0000 3,835.00 0.000 0 152 GUARD RAILING DELINEATOR EA 42.0000 1,848.00 0.000 0 153 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.5000 8,025.00 0.000 0 154 MILEPOST MARKER EA 130.0000 130.00 0.000 0 155 OBJECT MARKER EA 100.0000 1,100.00 0.000 0 156 OBJECT MARKER (TYPE P) EA 120.0000 13,200.00 30.000 3,600 PROGRAM CAS145 PAGE 7 DATE 05/28/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 01:45 PM ESTIMATE NO. 010 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 05/28/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 OBJECT MARKER (TYPE R) EA 160.0000 160.00 0.000 0 158 REMOVE MARKER EA 30.0000 330.00 0.000 0 159 REMOVE ROADSIDE SIGN EA 310.0000 6,200.00 6.000 1,860 160 RESET ROADSIDE SIGN EA 160.0000 1,120.00 0.000 0 161 RELOCATE ROADSIDE SIGN EA 235.0000 3,055.00 0.000 0 162 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 40.0000 40,000.00 0.000 0 163 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 31.0000 10,540.00 0.000 0 164 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.2500 3,797.50 0.000 0 (0.063"-UNFRAMED) 165 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 765.00 0.000 0 (0.080"-UNFRAMED) 166 METAL (BARRIER MOUNTED SIGN) LB 21.0000 28,770.00 0.000 0 167 ROADSIDE SIGN - ONE POST EA 385.0000 5,005.00 0.000 0 168 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 1,620.00 0.000 0 METHOD) 169 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 100.0000 400.00 0.000 0 POST 170 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 3,800.0000 22,800.00 0.000 0 171 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 75.0000 291,000.00 0.000 0 172 VEGETATION CONTROL (MINOR CONCRETE) SQYD 143.0000 291,720.00 0.000 0 173 CHAIN LINK RAILING (VINYL CLAD) LF 207.0000 124,614.00 0.000 0 174 CONCRETE BARRIER (TYPE K) LF 40.3000 1,329.90 0.000 0 175 TUBULAR HANDRAILING LF 273.0000 193,557.00 0.000 0 (F) 176 CONCRETE BARRIER (TYPE 60MSD MOD1) LF 200.0000 66,000.00 0.000 0 177 TRANSITION RAILING (TYPE WB-31) EA 7,695.0000 69,255.00 0.000 0 178 END CAP (TYPE A) EA 591.0000 2,364.00 0.000 0 179 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 3,310.0000 16,550.00 0.000 0 180 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 7,160.0000 35,800.00 0.000 0 181 ALTERNATIVE CRASH CUSHION EA 60,000.0000 60,000.00 0.000 0 182 CONCRETE BARRIER (TYPE 60M MOD1) LF 260.0000 195,000.00 0.000 0 183 CONCRETE BARRIER (TYPE 60MS MOD1) LF 300.0000 210,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 05/28/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 01:45 PM ESTIMATE NO. 010 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 05/28/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 CONCRETE BARRIER (TYPE 60R MOD1) LF 1,250.0000 350,000.00 0.000 0 185 CONCRETE BARRIER (TYPE 85, MOD) EA 800.0000 820,000.00 0.000 0 186 CONCRETE BARRIER (TYPE 85R MOD) LF 1,050.0000 309,750.00 0.000 0 187 CONCRETE BARRIER (TYPE 85SWA MOD) LF 2,100.0000 329,700.00 19.000 39,900.00 135.000 283,500 188 CONCRETE BARRIER (TYPE 836A MOD) LF 550.0000 158,950.00 0.000 0 189 CONCRETE BARRIER (TYPE 85SWR MOD) LF 1,500.0000 349,500.00 40.000 60,000.00 202.000 303,000 190 REMOVE BARRIER LF 12.2500 142,100.00 11,100.000 135,975 191 REMOVE GUARDRAIL LF 18.0000 39,780.00 1,915.000 34,470 192 SALVAGE METAL BRIDGE RAILING LF 20.0000 20,200.00 400.000 8,000 193 REMOVE CONCRETE BARRIER LF 80.0000 16,800.00 0.000 0 194 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.0000 8,000.00 0.000 0 WET NIGHT VISIBILITY) 195 PAINT TRAFFIC STRIPE (2-COAT) LF 1.5000 18,150.00 0.000 0 196 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 34,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 197 12" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 19,260.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 198 REMOVE PAINTED TRAFFIC STRIPE LF 0.6500 31,915.00 1,428.000 928 199 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 19,175.00 29,500.000 19,175 200 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 395.0000 55,300.00 0.000 0 201 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 16.0000 33,280.00 0.000 0 (WARRANTY) (BROKEN 12-3) 202 CONTRAST STRIPE PAINT (1-COAT) LF 0.5500 17,105.00 0.000 0 203 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.4000 53,240.00 0.000 0 (WARRANTY) (BROKEN 36-12) 204 TEMPORARY LIGHTING SYSTEMS LS 385,000.0000 385,000.00 0.325 125,125 205 MODIFYING LIGHTING SYSTEMS LS 601,200.0000 601,200.00 0.000 0 206 MODIFYING TRAFFIC MONITORING STATIONS LS 154,000.0000 154,000.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 05/28/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 01:45 PM ESTIMATE NO. 010 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 05/28/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,463,269.82 12,117,527.27 ADJUSTMENT OF COMPENSATION 0.00 10,555.60 EXTRA WORK 173,407.44 518,558.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,636,677.26 12,646,641.37 207 MOBILIZATION LS 3,352,784.1500 3,352,784.15 0.950 3,185,144 ORIGINAL CONTRACT AMOUNT 48,227,222.66 TOTAL WORK COMPLETED 2,636,677.26 15,831,786.31 MATERIALS ON HAND ON SITE 219,455.00 DEDUCTIONS -22,891.00 -22,891.00 TOTAL 2,613,786.26 16,028,350.31 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 06/16/23 250 00/00/00 00/00/00 02/25/26 145 84 0 0 31% 58% PROGRESS IS SATISFACTORY KLINE, JASON RESIDENT ENGINEER