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 08/22/25 EST. NO. 015 TIME 09:40 AM R.E. NAME: JASON KLINE 05-0N74V4 --------------------------------------------------------------------------- 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 0065 3,696.83 E.W. @ F.A.(+) 050525 N 0151.1 004 0001 493.12 E.W. @ F.A.(+) 072125 N 0172.0 008 0002 5,919.64 E.W. @ F.A.(+) 112624 N 0171.0 010 0005 4,626.38 E.W. @ F.A.(+) 061225 N 0173.0 022 0024 1,581.76 E.W. @ F.A.(+) 061225 N 0174.0 0025 11,445.74 062625 N 0175.0 0026 1,996.52 062725 N 0176.0 0027 17,894.00 E.W. @ U.P (+) 081825 N 0027 027 0001 3,924.80 E.W. @ F.A.(+) 072125 N 0170.0 0004 3,924.80 072125 N 0178.1 0005 7,650.50 080425 N 0179.1 63,154.09 TOTAL THIS ESTIMATE 2,791,521.52 TOTAL PREVIOUS ESTIMATE 2,854,675.61 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 08/22/25 EST. NO. 015 TIME 09:40 AM R.E. NAME: JASON KLINE 05-0N74V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SURVEY RESTAKEDEDUCT -4,130.00 003 MISS CEM-2404F/2406 -10,000.00 004 MISSING CEM-2410'S -30,000.00 004 B2GNOW NONCOMPLIANCE -10,000.00 005 MISSING CEM-2410 -10,000.00 005 REC'D CEM2404F/2406 10,000.00 005 REC'D CEM-2410 10,000.00 005 B2GNOW NONCOMPLIANCE -30,000.00 006 MISSING CEM-2410 -30,000.00 006 "B2GNOW COMPLIANCE 10,000.00 007 IADEQUATE 2404/2406 -10,000.00 007 REC'D CEM-2410 40,000.00 007 B2GNOW NONCOMPLIANCE -10,000.00 008 MISSING CEM-2410 -10,000.00 008 REC'D CEM-2410 10,000.00 008 REC'D CEM-2406 10,000.00 008 B2GNOW COMPLIANCE 30,000.00 009 REC'D CEM-2410 20,000.00 009 B2GNOW COMPLIANCE 10,000.00 011 MISSING CEM-2410 -10,000.00 011 REC'D CEM-2410 10,000.00 012 MISSING CEM-2410 -10,000.00 014 MISSING CEM-2410 -20,000.00 015 REC'D CEM-2410 10,000.00 015 -10,000.00 -24,130.00 TOTAL DEDUCTIONS -10,000.00 -24,130.00 PROGRAM CAS145 PAGE 1 DATE 08/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 09:40 AM ESTIMATE NO. 015 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/22/25 LOCATION RERUN PROGRESS ESTIMATE 05-SB-101-9.2/9.7 ----------------------- GRANITE CONSTRUCTION COMPANY SANTA BARBARA COUNTY AT MONTECITO FROM 0.2 PO BOX 50085 MILE NORTH OF SHEFFIELD DRIVE WATSONVILLE CA 95077 UNDERCROSSING TO 0.3 MILE SOUTH OF SAN YSIDRO ROAD OVERCROSSING FED. AID NO. ACNH-Q101(426)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 6,500.0000 6,500.00 1.000 6,500 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 2,000.0000 2,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 16,700.0000 9,519,000.00 23.000 384,100.00 259.000 4,325,300 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 60,000.00 1.000 6,000.00 4.000 24,000 005 HOURLY OFF-SITE HR 200.0000 6,000.00 1.000 200.00 4.000 800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 165,000.0000 165,000.00 0.360 59,400.00 0.750 123,750 007 TRAFFIC CONTROL SYSTEM LS 2,807,194.0000 2,807,194.00 0.040 112,287.76 0.452 1,268,851 008 TRAFFIC CONTROL SUPERVISOR DAY 1,050.0000 598,500.00 23.000 24,150.00 259.000 271,950 009 TYPE III BARRICADE EA 95.0000 855.00 3.000 285 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 22.0000 11,220.00 647.130 14,236 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.5000 228,200.00 47,609.390 166,632 012 CHANNELIZER (SURFACE MOUNTED) EA 145.0000 15,950.00 144.000 20,880 013 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 215.0000 122,550.00 23.000 4,945.00 259.000 55,685 SYSTEM 014 TEMPORARY PAVEMENT MARKER EA 6.5000 6,565.00 981.000 6,376 015 TEMPORARY BARRIER SYSTEM LF 26.0000 637,000.00 19,312.000 502,112 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 185,000.0000 185,000.00 0.040 7,400.00 0.452 83,620 017 TEMPORARY AUTOMATED END OF QUEUE WARNING DAY 200.0000 114,000.00 23.000 4,600.00 259.000 51,800 SYSTEM (TYPE 1) 018 END OF QUEUE MONITORING AND WARNING WITH EA 5,750.0000 115,000.00 5.000 28,750.00 15.000 86,250 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 019 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 10,500.0000 178,500.00 11.000 115,500 020 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 15,800.0000 31,600.00 2.000 31,600 SYSTEM 021 JOB SITE MANAGEMENT LS 495,000.0000 495,000.00 0.040 19,800.00 0.452 223,740 PROGRAM CAS145 PAGE 2 DATE 08/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 09:40 AM ESTIMATE NO. 015 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 0.500 2,500 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 550.0000 19,800.00 6.000 3,300 024 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 025 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 550.0000 6,600.00 0.000 0 CONTROL) 026 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.6000 31,680.00 0.000 0 MATRIX) 027 TEMPORARY CHECK DAM LF 51.0000 56,610.00 1,025.000 52,275 028 TEMPORARY DRAINAGE INLET PROTECTION EA 450.0000 22,950.00 2.000 900.00 17.000 7,650 029 TEMPORARY FIBER ROLL LF 7.5000 112,500.00 409.000 3,067 030 TEMPORARY GRAVEL BAG BERM LF 47.0000 29,610.00 40.000 1,880 031 TEMPORARY LARGE SEDIMENT BARRIER LF 52.0000 57,720.00 0.000 0 032 TEMPORARY CONSTRUCTION ENTRANCE EA 18,000.0000 144,000.00 0.333 5,994.00 4.333 77,994 033 STREET SWEEPING LS 950,000.0000 950,000.00 0.040 38,000.00 0.452 429,400 034 TEMPORARY CONCRETE WASHOUT LS 61,000.0000 61,000.00 0.040 2,440.00 0.520 31,720 035 TREATED WOOD WASTE LB 0.7500 22,125.00 10,240.000 7,680 036 BAT AND BIRD EXCLUSION DEVICES LS 100,000.0000 100,000.00 0.040 4,000.00 0.456 45,600 037 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000 038 ROADWAY EXCAVATION CY 105.0000 1,092,000.00 6,625.750 695,703 039 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 160.0000 228,800.00 0.000 0 DEPOSITED LEAD) 040 ROADWAY EXCAVATION (TYPE R-1) (AERIALLY CY 130.0000 159,900.00 1,044.350 135,765 DEPOSITED LEAD) 041 STRUCTURE EXCAVATION (BRIDGE) CY 1,145.0000 6,890,610.00 1,680.000 1,923,600.00 4,689.000 5,368,905 (F) 042 STRUCTURE BACKFILL (BRIDGE) CY 475.0000 1,289,625.00 1,357.000 644,575 (F) 043 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 2.0000 46,000.00 10,074.750 20,149 A1 044 SUBGRADE ENHANCEMENT GEOGRID SQYD 9.0000 207,000.00 10,074.750 90,672 045 ROADSIDE CLEARING LS 36,000.0000 36,000.00 1.000 36,000 046 ROCK BLANKET SQFT 50.0000 20,500.00 0.000 0 047 2" SUPPLY LINE (BRIDGE) LF 345.0000 317,055.00 593.000 204,585 (F) 048 3" SUPPLY LINE (BRIDGE) LF 335.0000 85,425.00 255.000 85,425 (F) PROGRAM CAS145 PAGE 3 DATE 08/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 09:40 AM ESTIMATE NO. 015 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 20.0000 5,640.00 60.000 1,200 (F) LINE) 050 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 40.0000 5,440.00 60.000 2,400 (F) LINE) 051 2" SPRINKLER CONTROL CONDUIT LF 12.0000 6,492.00 323.000 3,876 (F) 052 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 385.0000 50,050.00 60.000 23,100 PIPE CONDUIT 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 675.0000 2,025.00 1.000 675 054 BONDED FIBER MATRIX (SQFT) SQFT 0.3000 9,000.00 0.000 0 055 FIBER ROLLS LF 6.2500 16,875.00 1,731.000 10,818 056 HYDROSEED SQFT 0.7000 3,556.00 5,914.000 4,139 057 COMPOST (CY) CY 85.0000 18,700.00 0.000 0 058 INCORPORATE MATERIALS SQFT 0.3000 7,470.00 0.000 0 059 CLASS 1 AGGREGATE SUBBASE CY 125.0000 385,000.00 1,343.290 167,911 060 CLASS 2 AGGREGATE BASE (CY) CY 170.0000 125,800.00 29.000 4,930.00 511.147 86,894 061 HOT MIX ASPHALT (TYPE A) TON 226.0000 1,118,700.00 74.000 16,724.00 2,451.530 554,045 062 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 3.0000 115,500.00 350.000 1,050.00 15,277.000 45,831 063 CONTINUOUSLY REINFORCED CONCRETE CY 695.0000 4,788,550.00 3,016.280 2,096,314 PAVEMENT 064 NEXT GENERATION CONCRETE SURFACING SQYD 13.5000 1,067,850.00 0.000 0 065 FURNISH STEEL PILING (PP 18 X 0.625) LF 170.0000 923,780.00 2,934.000 498,780 066 DRIVE STEEL PILE (PP 18 X 0.625) EA 5,400.0000 399,600.00 40.000 216,000 067 FURNISH STEEL PILING (HP 14 X 117) LF 130.0000 885,820.00 3,471.000 451,230.00 6,814.000 885,820 068 DRIVE STEEL PILE (HP 14 X 117) EA 4,300.0000 490,200.00 6.000 25,800.00 62.000 266,600 069 STRUCTURAL CONCRETE, SLOPE PAVING CY 2,525.0000 813,050.00 185.740 468,993 (F) 070 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 900.0000 728,100.00 405.000 364,500 (F) 071 STRUCTURAL CONCRETE, BRIDGE CY 1,650.0000 1,773,750.00 538.000 887,700 (F) 072 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 1,700.0000 714,000.00 216.000 367,200 (F) FIBER) 073 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,550.0000 517,700.00 154.000 238,700 (F) N MODIFIED) 074 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,650.0000 1,029,600.00 322.000 531,300 (F) N MODIFIED II) 075 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,000.0000 762,000.00 59.605 357,630 (F) PROGRAM CAS145 PAGE 4 DATE 08/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 09:40 AM ESTIMATE NO. 015 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 DRILL AND BOND DOWEL LF 31.0000 26,443.00 483.000 14,973 077 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,000.0000 1,023,000.00 15.000 495,000 DECK UNIT (SLAB TYPE) (50'-60') 078 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,000.0000 891,000.00 14.000 462,000 DECK UNIT (SLAB TYPE) (60'-70') 079 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,000.0000 858,000.00 14.000 462,000 DECK UNIT (SLAB TYPE) (70'-80') 080 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 9,000.0000 756,000.00 43.000 387,000 UNIT 081 JOINT SEAL (MR 1/2") LF 160.0000 38,880.00 0.000 0 082 JOINT SEAL (MR 1") LF 180.0000 81,000.00 0.000 0 083 BAR REINFORCING STEEL (BRIDGE) LB 2.0000 483,348.00 120,837.000 241,674 (F) 084 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 3.0000 22,035.00 3,672.500 11,017 (F) COATED) 085 BRIDGE REMOVAL (PORTION), LOCATION A LS 850,000.0000 850,000.00 0.150 127,500.00 0.650 552,500 086 BRIDGE REMOVAL (PORTION), LOCATION B LS 750,000.0000 750,000.00 0.500 375,000 087 BRIDGE REMOVAL (PORTION), LOCATION C LS 850,000.0000 850,000.00 0.150 127,500.00 0.650 552,500 088 18" ALTERNATIVE PIPE CULVERT LF 275.0000 222,750.00 547.000 150,425 089 24" ALTERNATIVE PIPE CULVERT LF 285.0000 74,100.00 0.000 0 090 30" ALTERNATIVE PIPE CULVERT LF 450.0000 44,100.00 50.000 22,500 091 18" REINFORCED CONCRETE PIPE LF 350.0000 521,500.00 943.900 330,365 092 30" REINFORCED CONCRETE PIPE LF 475.0000 30,400.00 100.000 47,500 093 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 105.0000 16,800.00 165.000 17,325 094 18" ALTERNATIVE FLARED END SECTION EA 5,800.0000 23,200.00 0.000 0 095 30" ALTERNATIVE FLARED END SECTION EA 8,400.0000 8,400.00 0.000 0 096 ABANDON CULVERT (LF) LF 136.0000 4,080.00 29.500 4,012 097 REMOVE CULVERT (LF) LF 60.0000 79,800.00 27.800 1,668.00 209.800 12,588 098 REMOVE LINED DITCH LF 44.0000 1,584.00 22.500 990 099 REMOVE INLET EA 4,200.0000 71,400.00 3.000 12,600.00 5.000 21,000 100 REMOVE HEADWALL EA 3,900.0000 7,800.00 0.000 0 101 REMOVE MANHOLE EA 3,500.0000 7,000.00 0.000 0 102 ADJUST INLET EA 7,600.0000 38,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 09:40 AM ESTIMATE NO. 015 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CAP INLET EA 4,400.0000 4,400.00 0.000 0 104 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 570.0000 18,240.00 0.000 0 METHOD B) (CY) 105 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 37.0000 4,070.00 0.000 0 106 MINOR CONCRETE (CURB) (LF) LF 115.0000 4,600.00 0.000 0 107 MINOR CONCRETE DIKE (TYPE F) LF 56.0000 225,680.00 0.000 0 108 MISCELLANEOUS IRON AND STEEL LB 2.5000 41,980.00 6,476.000 16,190 (F) 109 MISCELLANEOUS METAL (BRIDGE) LB 30.0000 155,220.00 2,588.000 77,640 (F) 110 PREPARE AND STAIN CONCRETE SQFT 33.0000 120,846.00 0.000 0 111 TEMPORARY FENCE LF 60.0000 113,400.00 505.000 30,300 112 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 66.0000 254,100.00 1,614.500 106,557.00 1,614.500 106,557 113 4' CHAIN LINK GATE (TYPE CL-6, EA 4,700.0000 28,200.00 0.000 0 VINYL-CLAD) 114 REMOVE CHAIN LINK FENCE LF 13.0000 28,730.00 832.000 10,816.00 1,337.000 17,381 115 REMOVE DELINEATOR EA 85.0000 6,885.00 0.000 0 116 DELINEATOR (CLASS 1) EA 106.0000 2,968.00 0.000 0 117 GUARD RAILING DELINEATOR EA 59.0000 354.00 0.000 0 118 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.7500 5,130.00 0.000 0 119 MILEPOST MARKER EA 175.0000 175.00 1.000 175 120 OBJECT MARKER (TYPE P) EA 190.0000 4,560.00 14.000 2,660 121 OBJECT MARKER (TYPE K-1) EA 125.0000 125.00 0.000 0 122 REMOVE MARKER EA 150.0000 600.00 0.000 0 123 REMOVE ROADSIDE SIGN EA 250.0000 1,000.00 1.000 250 124 RESET ROADSIDE SIGN EA 525.0000 2,100.00 0.000 0 125 RELOCATE ROADSIDE SIGN EA 525.0000 1,575.00 0.000 0 126 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 2,880.00 16.500 264 (0.063"-UNFRAMED) 127 METAL (BARRIER MOUNTED SIGN) LB 32.0000 13,440.00 0.000 0 128 ROADSIDE SIGN - ONE POST EA 750.0000 4,500.00 3.000 2,250 129 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 275.0000 1,925.00 0.000 0 METHOD) PROGRAM CAS145 PAGE 6 DATE 08/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 09:40 AM ESTIMATE NO. 015 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 300.0000 300.00 0.000 0 POST 131 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 78.0000 276,120.00 0.000 0 132 VEGETATION CONTROL (MINOR CONCRETE) SQYD 160.0000 356,800.00 15.130 2,420 133 DOUBLE THRIE BEAM BARRIER (TYPE M MOD) LF 172.0000 182,320.00 0.000 0 134 DOUBLE THRIE BEAM BARRIER (BRIDGE) LF 368.0000 135,792.00 0.000 0 (F) 135 DOUBLE THRIE BEAM BARRIER (TYPE M) LF 172.0000 302,720.00 0.000 0 136 CONCRETE BARRIER TRANSITION (TYPE MOD1) LF 782.0000 23,460.00 0.000 0 137 CONCRETE BARRIER TRANSITION (TYPE MOD2) LF 510.0000 13,260.00 0.000 0 138 CONCRETE BARRIER (TYPE 60MSC MOD1) LF 420.0000 214,200.00 0.000 0 139 CABLE RAILING LF 205.0000 4,920.00 0.000 0 (F) 140 TRANSITION RAILING (TYPE AGT) EA 10,900.0000 65,400.00 0.000 0 141 TRANSITION RAILING TO DOUBLE THRIE BEAM EA 6,075.0000 12,150.00 0.000 0 BARRIER 142 END CAP (TYPE A) EA 975.0000 4,875.00 0.000 0 143 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 7,700.0000 7,700.00 0.000 0 144 SEVERE-DUTY CRASH CUSHION TL-3 EA 75,800.0000 75,800.00 0.000 0 145 CONCRETE BARRIER (TYPE 60M MOD1) LF 320.0000 96,000.00 292.470 93,590 146 CONCRETE BARRIER (TYPE 60MS) LF 485.0000 28,130.00 0.000 0 147 CONCRETE BARRIER (TYPE 60MC MOD1) LF 435.0000 1,696,500.00 569.400 247,689 148 CONCRETE BARRIER (TYPE 60AP MOD1) LF 1,350.0000 81,000.00 12.000 16,200 149 CONCRETE BARRIER (TYPE 60AP) LF 1,350.0000 16,200.00 0.000 0 150 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 750.0000 454,500.00 388.000 291,000 (F) 151 REMOVE BARRIER LF 23.0000 8,970.00 385.000 8,855 152 REMOVE GUARDRAIL LF 15.0000 24,750.00 1,670.000 25,050 153 REMOVE CONCRETE BARRIER LF 25.0000 43,000.00 0.000 0 154 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 11.0000 10,780.00 0.000 0 WET NIGHT VISIBILITY) 155 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 43,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 156 12" THERMOPLASTIC TRAFFIC STRIPE LF 11.0000 14,850.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 7 DATE 08/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 09:40 AM ESTIMATE NO. 015 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 260.0000 31,200.00 0.000 0 158 CONTRAST STRIPE PAINT (1-COAT) LF 0.6000 17,820.00 12,960.180 7,776 159 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 22.0000 38,940.00 0.000 0 (WARRANTY) 160 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.8500 3,510.00 0.000 0 (WARRANTY) (BROKEN 17-7) 161 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.8500 107,055.00 0.000 0 (WARRANTY) (BROKEN 36-12) 162 MODIFYING LIGHTING SYSTEMS LS 45,000.0000 45,000.00 0.000 0 163 MODIFYING TRAFFIC MONITORING STATIONS LS 30,000.0000 30,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 08/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 09:40 AM ESTIMATE NO. 015 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,512,941.76 28,588,766.40 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 63,154.09 2,854,675.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,576,095.85 31,443,442.01 164 MOBILIZATION LS 6,382,100.0000 6,382,100.00 0.050 319,105.00 1.000 6,382,100 ORIGINAL CONTRACT AMOUNT 63,821,017.00 TOTAL WORK COMPLETED 3,895,200.85 37,825,542.01 MATERIALS ON HAND ON SITE -243,985.92 1,687,883.56 DEDUCTIONS -10,000.00 -24,130.00 TOTAL 3,641,214.93 39,489,295.57 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 06/07/24 570 07/03/24 07/03/24 11/19/26 259 23 0 0 57% 45% PROGRESS IS SATISFACTORY JASON KLINE RESIDENT ENGINEER