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 01/23/26 EST. NO. 017 TIME 10:43 AM R.E. NAME: TRISTAN GEBHART 05-0N7054 --------------------------------------------------------------------------- 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 0044 363.94 E.W. @ F.A.(+) 111725 N 0202.0 0045 1,607.89 120425 N 0203.0 0047 2,364.88 120925 N 0205.0 0050 411.71 101525 N 0215.0 0052 6,591.20 111725 N 0217.0 0054 5,080.57 122225 N 0219.0 0055 4,949.16 120925 N 0220.0 0056 1,194.56 111625 N 0200.0 002 0001 564.78 E.W. @ F.A.(+) 111525 N 0207.0 0002 428.45 111725 N 0208.0 0004 440.57 122225 N 0229.0 0005 443.74 122425 N 0230.0 0007 280.67 123025 N 0232.0 005 0003 2,285.09 A.C. @ F.A.(+) 102025 N 0209.0 008 0007 3,892.35 E.W. @ F.A.(+) 090225 N 0223.0 013 0004 10,606.75 E.W. @ F.A.(+) 110325 N 0224.0 0005 6,337.93 111025 N 0225.0 0006 1,631.58 111025 N 0239.0 020 0003 3,561.42 E.W. @ F.A.(+) 110525 N 0210.0 031 0006 951.93 E.W. @ F.A.(+) 121525 N 0233.0 0007 1,136,573.44 E.W. @ U.P (+) 011726 N 0007 035 0027 1,541.10 E.W. @ F.A.(+) 051025 N 0191.0 047 0005 405.47 E.W. @ F.A.(+) 102125 N 0212.0 0006 444.68 100325 N 0195.0 0009 722.59 121525 N 0234.0 0010 2,037.61 121725 N 0235.0 0011 1,292.75 122225 N 0236.0 0012 2,250.00 E.W. @ L.S.(+) 121825 N 0012 0013 6,378.86 121825 N 0013 0014 3,024.14 011726 N 0014 0015 5,447.69 A.C. @ L.S.(+) 121825 N 0015 0016 2,442.00 E.W. @ U.P (+) 121825 N 0016 0017 2,700.00 E.W. @ L.S.(+) 012026 N 0017 048 0010 1,049.83 E.W. @ F.A.(+) 110625 N 0221.0 054 0001 343.43 E.W. @ F.A.(+) 121925 N 0237.0 0002 3,264.67 122225 N 0238.0 1,223,907.43 TOTAL THIS ESTIMATE 4,139,778.42 TOTAL PREVIOUS ESTIMATE 5,363,685.85 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 01/23/26 EST. NO. 017 TIME 10:43 AM R.E. NAME: TRISTAN GEBHART 05-0N7054 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE B2GNOW NONCOMPLIANCE -30,000.00 004 B2GNOW COMPLIANCE 10,000.00 005 B2GNOW COMPLIANCE 10,000.00 006 B2GNOW COMPLIANCE 10,000.00 007 DEDUCT SURV RESTA -1,390.00 008 DEDUCT SURV RESTA -2,076.00 009 B2GNOW NON-COMPLIANC -10,000.00 010 B2GNOW COMPLIANCE 10,000.00 012 B2GNOW NON-COMPLIANC -20,000.00 013 B2GNOW COMPLIANCE 20,000.00 014 0.00 -3,466.00 TOTAL DEDUCTIONS 0.00 -3,466.00 PROGRAM CAS145 PAGE 1 DATE 01/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N7054 TIME 10:43 AM ESTIMATE NO. 017 BID OPENING 03/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 01/23/26 LOCATION RERUN PROGRESS ESTIMATE 05-SB-101-10.4/11.1 ----------------------- GRANITE CONSTRUCTION COMPANY IN SANTA BARBARA COUNTY IN AND NEAR SANTA PO BOX 50085 BARBARA FROM 0.1 MILE SOUTH OF OLIVE MILL WATSONVILLE CA 95077 ROAD OVERCROSSING TO 0.3 MILE SOUTH OF CABRILLO BOULAVARD UNCERCROSSING 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 6,500.0000 6,500.00 1.000 6,500 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 2,000.0000 2,000.00 1.000 2,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 8,450.0000 4,444,700.00 14.000 118,300.00 297.000 2,509,650 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 66,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 6,600.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 235,000.0000 235,000.00 0.794 186,590 007 TRAFFIC CONTROL SYSTEM LS 1,299,414.0000 1,299,414.00 0.026 33,784.76 0.563 731,570 008 TRAFFIC CONTROL SUPERVISOR DAY 600.0000 315,600.00 14.000 8,400.00 297.000 178,200 009 TYPE III BARRICADE EA 95.0000 1,235.00 8.000 760 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8000 78,240.00 60,081.320 48,065 011 CHANNELIZER (SURFACE MOUNTED) EA 145.0000 20,300.00 213.000 30,885 012 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 125.0000 65,750.00 14.000 1,750.00 297.000 37,125 SYSTEM 013 TEMPORARY PAVEMENT MARKER EA 10.0000 14,900.00 1,032.000 10,320 014 TEMPORARY BARRIER SYSTEM LF 20.0000 676,800.00 27,665.000 553,300 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 70,500.0000 70,500.00 0.026 1,833.00 0.562 39,621 016 TEMPORARY AUTOMATED END OF QUEUE WARNING DAY 77.0000 40,502.00 14.000 1,078.00 297.000 22,869 SYSTEM (TYPE 1) 017 END OF QUEUE MONITORING AND WARNING WITH EA 2,500.0000 75,000.00 10.000 25,000 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 018 TEMPORARY CRASH CUSHION TL-3 EA 7,000.0000 91,000.00 13.000 91,000 019 JOB SITE MANAGEMENT LS 295,000.0000 295,000.00 0.026 7,670.00 0.563 166,085 020 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 1.000 5,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 9,600.00 2.000 800.00 8.000 3,200 PROGRAM CAS145 PAGE 2 DATE 01/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N7054 TIME 10:43 AM ESTIMATE NO. 017 BID OPENING 03/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 01/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 023 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,000.0000 4,000.00 2.000 2,000 CONTROL) 024 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 2.1000 14,700.00 -922.244 -1,936.71 5,994.902 12,589 MATRIX) 025 TEMPORARY DRAINAGE INLET PROTECTION EA 450.0000 33,750.00 19.000 8,550 026 TEMPORARY FIBER ROLL LF 7.5000 23,700.00 3,992.375 29,942 027 TEMPORARY CONSTRUCTION ENTRANCE EA 18,000.0000 162,000.00 5.500 99,000 028 STREET SWEEPING LS 315,000.0000 315,000.00 0.026 8,190.00 0.563 177,345 029 TEMPORARY CONCRETE WASHOUT LS 39,000.0000 39,000.00 0.026 1,014.00 0.563 21,957 030 ADL BURIAL LOCATION REPORT LS 25,000.0000 25,000.00 0.200 5,000.00 0.800 20,000 031 TREATED WOOD WASTE LB 0.4000 21,160.00 52,580.000 21,032 032 TEMPORARY HIGH-VISIBILITY FENCE LF 27.0000 105,030.00 4,172.000 112,644 033 CLEARING AND GRUBBING (LS) LS 425,000.0000 425,000.00 1.000 425,000 034 ROADWAY EXCAVATION CY 108.0000 2,733,480.00 1,141.450 123,276.60 19,674.403 2,124,835 035 ROADWAY EXCAVATION (TYPE R-1) (AERIALLY CY 90.0000 502,650.00 3,102.700 279,243 DEPOSITED LEAD) 036 STRUCTURE EXCAVATION (SOUND WALL) CY 132.0000 40,260.00 160.000 21,120 (F) 037 STRUCTURE BACKFILL (SOUND WALL) CY 325.0000 64,350.00 120.000 39,000 (F) 038 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 3.5000 139,293.00 13,061.400 45,714 A1 039 SUBGRADE ENHANCEMENT GEOGRID SQYD 7.0000 278,586.00 13,061.400 91,429 040 ROADSIDE CLEARING LS 18,000.0000 18,000.00 0.000 0 041 ROCK BLANKET SQFT 37.0000 262,700.00 2,626.221 97,170 042 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 0.000 0 043 OPERATE EXISTING IRRIGATION FACILITIES LS 6,500.0000 6,500.00 0.026 169.00 0.563 3,659 044 REMOVE IRRIGATION FACILITY LS 7,250.0000 7,250.00 0.000 0 045 CAM COUPLER ASSEMBLY EA 1,900.0000 3,800.00 0.000 0 046 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 20.0000 12,360.00 0.000 0 (F) LINE) 047 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 40.0000 9,240.00 0.000 0 (F) LINE) 048 1 1/2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 15.0000 2,340.00 0.000 0 (F) LINE) PROGRAM CAS145 PAGE 3 DATE 01/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N7054 TIME 10:43 AM ESTIMATE NO. 017 BID OPENING 03/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 01/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 2" SPRINKLER CONTROL CONDUIT LF 135.0000 46,845.00 0.000 0 (F) 050 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 265.0000 127,200.00 204.000 54,060 PIPE CONDUIT 051 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 850.0000 3,400.00 1.000 850 052 BONDED FIBER MATRIX (SQFT) SQFT 0.3000 21,450.00 46,075.000 13,822 053 FIBER ROLLS LF 6.2500 27,125.00 2,613.000 16,331 054 COMPOST (CY) CY 125.0000 46,250.00 46.000 5,750 055 INCORPORATE MATERIALS SQFT 0.5000 14,150.00 11,151.250 5,575 056 CLASS 1 AGGREGATE SUBBASE CY 105.0000 607,950.00 1,910.550 200,607 057 CLASS 2 AGGREGATE BASE (CY) CY 88.0000 484,440.00 4,960.541 436,527 058 HOT MIX ASPHALT (TYPE A) TON 190.0000 2,441,500.00 7,859.410 1,493,287 059 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.5000 289,593.00 28,768.000 43,152 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.2500 9,006.25 1,738.110 10,863 061 CONTINUOUSLY REINFORCED CONCRETE CY 600.0000 6,660,000.00 3,582.760 2,149,656 PAVEMENT 062 JOINTED PLAIN CONCRETE PAVEMENT CY 675.0000 472,500.00 233.400 157,545 063 NEXT GENERATION CONCRETE SURFACING SQYD 13.5000 449,550.00 0.000 0 064 TEMPORARY SHORING LS 750,000.0000 750,000.00 0.750 562,500 065 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 160.0000 368,960.00 0.000 0 066 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 360.0000 42,480.00 0.000 0 067 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,900.0000 186,200.00 22.000 41,800 (SIGN FOUNDATION) 068 STRUCTURAL CONCRETE, SOUND WALL CY 3,200.0000 198,400.00 51.000 163,200 (F) 069 STRUCTURAL CONCRETE, BOX CULVERT CY 4,500.0000 202,500.00 43.000 193,500 (F) 070 STRUCTURAL CONCRETE, HEADWALL CY 5,100.0000 35,700.00 0.200 1,020.00 7.000 35,700 (F) 071 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,400.0000 1,485,000.00 23.040 124,416.00 202.440 1,093,176 (F) 072 BAR REINFORCING STEEL (BOX CULVERT) LB 1.3000 16,876.60 12,398.000 16,117 (F) 073 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 8.5000 657,917.00 18,409.000 156,476 074 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.6000 46,441.20 18,409.000 11,045 075 SOUND WALL (MASONRY BLOCK) SQFT 36.0000 547,560.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 01/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N7054 TIME 10:43 AM ESTIMATE NO. 017 BID OPENING 03/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 01/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 18" ALTERNATIVE PIPE CULVERT LF 235.0000 589,850.00 526.200 123,657.00 2,157.900 507,106 077 24" ALTERNATIVE PIPE CULVERT LF 360.0000 144,000.00 62.000 22,320 078 30" ALTERNATIVE PIPE CULVERT LF 510.0000 127,500.00 103.500 52,785 079 CONCRETE BACKFILL (PIPE TRENCH) CY 745.0000 35,015.00 80.900 60,270 (F) 080 18" REINFORCED CONCRETE PIPE LF 300.0000 447,000.00 358.800 107,640.00 1,330.630 399,189 081 24" REINFORCED CONCRETE PIPE LF 460.0000 96,600.00 244.500 112,470 082 36" REINFORCED CONCRETE PIPE LF 550.0000 115,500.00 337.400 185,570 083 42" REINFORCED CONCRETE PIPE LF 715.0000 243,100.00 228.000 163,020 084 GRATED LINE DRAIN LF 480.0000 28,320.00 0.000 0 085 ABANDON CULVERT (LF) LF 168.0000 9,744.00 0.000 0 086 REMOVE CULVERT (LF) LF 60.0000 178,200.00 423.350 25,401.00 1,665.350 99,921 087 REMOVE INLET EA 2,500.0000 82,500.00 4.000 10,000.00 25.000 62,500 088 REMOVE HEADWALL EA 3,900.0000 3,900.00 1.000 3,900 089 ADJUST INLET EA 7,000.0000 35,000.00 1.500 10,500 090 CAP INLET EA 4,100.0000 4,100.00 1.000 4,100 091 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 950.0000 6,650.00 10.185 9,675.75 14.815 14,074 METHOD B) (CY) 092 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 35.0000 980.00 13.052 456.82 22.222 777 093 MINOR CONCRETE (GUTTER) (CY) CY 1,400.0000 43,400.00 6.190 8,666 094 MINOR CONCRETE DIKE (TYPE A) LF 55.0000 50,600.00 395.000 21,725 095 MINOR CONCRETE DIKE (TYPE C) LF 50.0000 2,000.00 75.000 3,750 096 MINOR CONCRETE DIKE (TYPE E) LF 50.0000 95,500.00 1,910.000 95,500 097 MINOR CONCRETE DIKE (TYPE F) LF 50.0000 11,000.00 240.000 12,000 098 DETECTABLE WARNING SURFACE SQFT 53.0000 7,420.00 0.000 0 099 MINOR CONCRETE (CURB RAMP) CY 2,350.0000 25,850.00 8.253 19,394 100 REMOVE CONCRETE (CURB AND GUTTER) LF 11.0000 8,800.00 732.000 8,052 101 MISCELLANEOUS IRON AND STEEL LB 2.5000 72,090.00 16,474.000 41,185 (F) 102 TEMPORARY FENCE LF 34.0000 22,100.00 753.000 25,602 PROGRAM CAS145 PAGE 5 DATE 01/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N7054 TIME 10:43 AM ESTIMATE NO. 017 BID OPENING 03/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 01/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 60.0000 144,000.00 2,318.000 139,080 104 4' CHAIN LINK GATE (TYPE CL-6, EA 3,100.0000 18,600.00 5.000 15,500 VINYL-CLAD) 105 10' CHAIN LINK GATE (TYPE CL-6) EA 5,500.0000 27,500.00 1.000 5,500 106 REMOVE CHAIN LINK FENCE LF 12.5000 36,125.00 2,981.750 37,271 107 REMOVE DELINEATOR EA 80.0000 6,720.00 84.000 6,720 108 DELINEATOR (CLASS 1) EA 96.0000 4,320.00 28.000 2,688 109 GUARD RAILING DELINEATOR EA 50.0000 200.00 2.000 100 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 3,400.00 0.000 0 111 OBJECT MARKER EA 57.0000 171.00 0.000 0 112 OBJECT MARKER (TYPE P) EA 190.0000 4,370.00 20.000 3,800 113 REMOVE MARKER EA 131.0000 655.00 5.000 655 114 REMOVE ROADSIDE SIGN EA 250.0000 2,250.00 9.000 2,250 115 RESET ROADSIDE SIGN EA 750.0000 6,000.00 3.000 2,250 116 RELOCATE ROADSIDE SIGN EA 975.0000 12,675.00 4.000 3,900 117 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 50.0000 39,000.00 290.830 14,541 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,960.00 0.000 0 (0.063"-UNFRAMED) 119 METAL (BARRIER MOUNTED SIGN) LB 30.0000 25,200.00 0.000 0 120 ROADSIDE SIGN - ONE POST EA 750.0000 3,000.00 0.000 0 121 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 275.0000 1,925.00 0.000 0 METHOD) 122 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 80.0000 35,200.00 212.000 16,960 123 VEGETATION CONTROL (MINOR CONCRETE) SQYD 160.0000 51,200.00 241.123 38,579 124 CONCRETE BARRIER (TYPE 60MSD MOD2) LF 175.0000 78,750.00 0.000 0 125 TRANSITION RAILING (TYPE AGT) EA 9,000.0000 18,000.00 1.000 9,000 126 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 3,300.0000 3,300.00 0.000 0 127 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 8,200.0000 16,400.00 1.000 8,200 128 BURIED POST END ANCHOR (TYPE B-F) EA 4,000.0000 4,000.00 0.000 0 129 CONCRETE BARRIER (TYPE 60MS MOD1) LF 300.0000 144,000.00 316.000 94,800 PROGRAM CAS145 PAGE 6 DATE 01/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N7054 TIME 10:43 AM ESTIMATE NO. 017 BID OPENING 03/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 01/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 CONCRETE BARRIER (TYPE 60MC MOD1) LF 435.0000 1,218,000.00 0.000 0 131 CONCRETE BARRIER (TYPE 60AP MOD1) LF 1,100.0000 66,000.00 0.000 0 132 CONCRETE BARRIER (TYPE 836SV) LF 330.0000 310,200.00 0.000 0 133 REMOVE BARRIER LF 12.2500 40,547.50 3,907.250 47,863 134 REMOVE GUARDRAIL LF 13.0000 4,160.00 517.000 6,721 135 REMOVE CONCRETE BARRIER LF 45.0000 79,650.00 145.000 6,525.00 2,200.090 99,004 136 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 17.0000 5,950.00 0.000 0 WET NIGHT VISIBILITY) 137 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 9,780.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 138 8" THERMOPLASTIC TRAFFIC STRIPE LF 10.0000 780.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 139 12" THERMOPLASTIC TRAFFIC STRIPE LF 17.0000 9,350.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 140 REMOVE PAINTED PAVEMENT MARKING SQFT 10.0000 1,000.00 252.000 2,520 141 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 19,600.00 13,891.770 24,310 142 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 260.0000 28,600.00 0.000 0 143 CONTRAST STRIPE PAINT (1-COAT) LF 0.8000 7,456.00 0.000 0 144 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.7500 25,840.00 0.000 0 (WARRANTY) (BROKEN 36-12) 145 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.538 1,345 SYSTEM ELEMENTS DURING CONSTRUCTION 146 TEMPORARY LIGHTING SYSTEMS LS 390,000.0000 390,000.00 0.951 370,890 147 MODIFYING LIGHTING SYSTEMS LS 400,000.0000 400,000.00 0.173 69,200.00 0.558 223,200 148 MODIFYING TRAFFIC MONITORING STATIONS LS 100,000.0000 100,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 01/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N7054 TIME 10:43 AM ESTIMATE NO. 017 BID OPENING 03/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 01/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 787,320.22 18,255,546.36 ADJUSTMENT OF COMPENSATION 7,732.78 26,534.92 EXTRA WORK 1,216,174.65 5,337,150.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,011,227.65 23,619,232.21 149 MOBILIZATION LS 3,026,029.8100 3,026,029.81 1.000 3,026,029 ORIGINAL CONTRACT AMOUNT 38,261,867.36 TOTAL WORK COMPLETED 2,011,227.65 26,645,262.02 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -3,466.00 TOTAL 2,011,227.65 26,641,796.02 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 07/23/24 526 09/13/24 09/13/24 12/21/26 295 37 0 0 58% 56% PROGRESS IS SATISFACTORY TRISTAN GEBHART RESIDENT ENGINEER