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 07/18/25 EST. NO. 011 TIME 10:27 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 0022 6,935.82 E.W. @ F.A.(+) 092224 N 0099.0 0024 9,248.67 050525 N 0100.0 0025 283.41 040425 N 0118.0 003 0006 765.72 E.W. @ F.A.(+) 050625 N 0101.0 0007 6,314.96 051525 N 0113.0 011 0004 3,200.00 E.W. @ U.P (+) 071225 N 0004 0005 2,800.00 070125 N 0005 015 0004 4,861.04 E.W. @ F.A.(+) 060625 N 0104.0 0005 2,814.48 061925 N 0125.0 0006 1,687.66 062525 N 0127.0 023 0003 495.00 E.W. @ U.P (+) 063025 N 0003 027 0003 3,960.00 E.W. @ F.A.(+) 012325 N 0120.0 032 0003 7,160.78 E.W. @ F.A.(+) 050525 N 0105.0 0004 409.80 050725 N 0106.0 0005 545.61 062625 N 0129.0 0006 9,148.75 E.W. @ U.P (+) 062025 N 0006 034 0001 8,712.00 E.W. @ U.P (+) 062825 N 0001 035 0004 3,465.12 E.W. @ F.A.(+) 042325 N 0084.0 0010 2,358.69 043025 N 0091.0 0011 2,915.72 050125 N 0092.0 0013 1,261.56 042125 N 0094.0 0016 3,093.95 050625 N 0107.0 0017 2,219.45 050725 N 0108.0 0018 1,655.82 050825 N 0109.0 0019 3,938.55 050125 N 0116.0 0020 874.50 051625 N 0117.0 0021 2,080.19 050925 N 0110.0 0022 378.08 051925 N 0112.0 038 0002 3,284.75 E.W. @ F.A.(+) 061625 N 0122.0 0004 2,700.00 E.W. @ L.S.(+) 062425 N 0004 039 0005 3,401.00 E.W. @ F.A.(+) 032625 N 0098.0 042 0001 39,330.00 E.W. @ U.P (+) 070125 N 0001 0002 16,764.00 071725 N 0002 0003 27,102.00 E.W. @ L.S.(+) 070725 N 0003 0004 21,087.62 063025 N 0004 207,254.70 TOTAL THIS ESTIMATE 441,348.36 TOTAL PREVIOUS ESTIMATE 648,603.06 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 07/18/25 EST. NO. 011 TIME 10:27 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 0.00 -13,466.00 TOTAL DEDUCTIONS 0.00 -13,466.00 PROGRAM CAS145 PAGE 1 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N7054 TIME 10:27 AM ESTIMATE NO. 011 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 07/20/25 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/18/25 LOCATION 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 17.000 143,650.00 186.000 1,571,700 004 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 0.260 61,100.00 0.794 186,590 007 TRAFFIC CONTROL SYSTEM LS 1,299,414.0000 1,299,414.00 0.032 41,581.25 0.350 454,794 008 TRAFFIC CONTROL SUPERVISOR DAY 600.0000 315,600.00 17.000 10,200.00 186.000 111,600 009 TYPE III BARRICADE EA 95.0000 1,235.00 2.000 190 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8000 78,240.00 28,246.320 22,597.06 59,856.320 47,885 011 CHANNELIZER (SURFACE MOUNTED) EA 145.0000 20,300.00 99.000 14,355.00 205.000 29,725 012 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 125.0000 65,750.00 17.000 2,125.00 186.000 23,250 SYSTEM 013 TEMPORARY PAVEMENT MARKER EA 10.0000 14,900.00 505.000 5,050.00 1,022.000 10,220 014 TEMPORARY BARRIER SYSTEM LF 20.0000 676,800.00 11,217.000 224,340.00 26,885.000 537,700 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 70,500.0000 70,500.00 0.032 2,256.00 0.350 24,675 016 TEMPORARY AUTOMATED END OF QUEUE WARNING DAY 77.0000 40,502.00 17.000 1,309.00 186.000 14,322 SYSTEM (TYPE 1) 017 END OF QUEUE MONITORING AND WARNING WITH EA 2,500.0000 75,000.00 5.000 12,500.00 10.000 25,000 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 018 TEMPORARY CRASH CUSHION TL-3 EA 7,000.0000 91,000.00 6.000 42,000.00 13.000 91,000 019 JOB SITE MANAGEMENT LS 295,000.0000 295,000.00 0.032 9,440.00 0.350 103,250 020 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 3.000 1,200 PROGRAM CAS145 PAGE 2 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N7054 TIME 10:27 AM ESTIMATE NO. 011 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 07/20/25 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.00 1.000 2,000 023 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,000.0000 4,000.00 1.000 1,000 CONTROL) 024 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 2.1000 14,700.00 3,333.330 6,999 MATRIX) 025 TEMPORARY DRAINAGE INLET PROTECTION EA 450.0000 33,750.00 1.000 450.00 14.000 6,300 026 TEMPORARY FIBER ROLL LF 7.5000 23,700.00 160.000 1,200.00 3,424.875 25,686 027 TEMPORARY CONSTRUCTION ENTRANCE EA 18,000.0000 162,000.00 2.500 45,000 028 STREET SWEEPING LS 315,000.0000 315,000.00 0.032 10,080.00 0.351 110,565 029 TEMPORARY CONCRETE WASHOUT LS 39,000.0000 39,000.00 0.036 1,404.00 0.356 13,884 030 ADL BURIAL LOCATION REPORT LS 25,000.0000 25,000.00 0.600 15,000 031 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 3,403.000 91,881 033 CLEARING AND GRUBBING (LS) LS 425,000.0000 425,000.00 0.100 42,500.00 0.900 382,500 034 ROADWAY EXCAVATION CY 108.0000 2,733,480.00 1,312.760 141,778.08 14,297.580 1,544,138 035 ROADWAY EXCAVATION (TYPE R-1) (AERIALLY CY 90.0000 502,650.00 40.000 3,600.00 2,930.360 263,732 DEPOSITED LEAD) 036 STRUCTURE EXCAVATION (SOUND WALL) CY 132.0000 40,260.00 0.000 0 (F) 037 STRUCTURE BACKFILL (SOUND WALL) CY 325.0000 64,350.00 0.000 0 (F) 038 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 3.5000 139,293.00 556.000 1,946.00 13,061.400 45,714 A1 039 SUBGRADE ENHANCEMENT GEOGRID SQYD 7.0000 278,586.00 556.000 3,892.00 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 97,170.18 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 0.032 208.00 0.351 2,281 044 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 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N7054 TIME 10:27 AM ESTIMATE NO. 011 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 07/20/25 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 850.00 1.000 850 052 BONDED FIBER MATRIX (SQFT) SQFT 0.3000 21,450.00 46,075.000 13,822.50 46,075.000 13,822 053 FIBER ROLLS LF 6.2500 27,125.00 2,613.000 16,331.25 2,613.000 16,331 054 COMPOST (CY) CY 125.0000 46,250.00 46.000 5,750.00 46.000 5,750 055 INCORPORATE MATERIALS SQFT 0.5000 14,150.00 11,151.250 5,575.63 11,151.250 5,575 056 CLASS 1 AGGREGATE SUBBASE CY 105.0000 607,950.00 82.400 8,652.00 1,910.550 200,607 057 CLASS 2 AGGREGATE BASE (CY) CY 88.0000 484,440.00 333.550 29,352.40 4,954.040 435,955 058 HOT MIX ASPHALT (TYPE A) TON 190.0000 2,441,500.00 1,233.770 234,416.30 7,860.410 1,493,477 059 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.5000 289,593.00 0.000 0 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.2500 9,006.25 296.110 1,850.69 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 0.476 357,000 065 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 0.000 0 (F) 069 STRUCTURAL CONCRETE, BOX CULVERT CY 4,500.0000 202,500.00 24.040 108,180 (F) 070 STRUCTURAL CONCRETE, HEADWALL CY 5,100.0000 35,700.00 2.600 13,260 (F) 071 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,400.0000 1,485,000.00 13.100 70,740.00 158.220 854,388 (F) 072 BAR REINFORCING STEEL (BOX CULVERT) LB 1.3000 16,876.60 6,997.000 9,096 (F) 073 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 8.5000 657,917.00 16,568.100 140,828.85 16,568.100 140,828 074 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.6000 46,441.20 16,568.100 9,940.86 16,568.100 9,940 075 SOUND WALL (MASONRY BLOCK) SQFT 36.0000 547,560.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N7054 TIME 10:27 AM ESTIMATE NO. 011 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 07/20/25 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 18.000 4,230.00 1,591.700 374,049 077 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 83.500 42,585 079 CONCRETE BACKFILL (PIPE TRENCH) CY 745.0000 35,015.00 80.900 60,270 (F) 080 18" REINFORCED CONCRETE PIPE LF 300.0000 447,000.00 971.830 291,549 081 24" REINFORCED CONCRETE PIPE LF 460.0000 96,600.00 137.000 63,020 082 36" REINFORCED CONCRETE PIPE LF 550.0000 115,500.00 331.800 182,490 083 42" REINFORCED CONCRETE PIPE LF 715.0000 243,100.00 0.000 0 084 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 178,200.00 878.500 52,710 087 REMOVE INLET EA 2,500.0000 82,500.00 15.000 37,500 088 REMOVE HEADWALL EA 3,900.0000 3,900.00 1.000 3,900 089 ADJUST INLET EA 7,000.0000 35,000.00 1.000 7,000.00 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 0.000 0 METHOD B) (CY) 092 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 35.0000 980.00 0.000 0 093 MINOR CONCRETE (GUTTER) (CY) CY 1,400.0000 43,400.00 6.190 8,666.00 6.190 8,666 094 MINOR CONCRETE DIKE (TYPE A) LF 55.0000 50,600.00 345.000 18,975 095 MINOR CONCRETE DIKE (TYPE C) LF 50.0000 2,000.00 35.000 1,750.00 75.000 3,750 096 MINOR CONCRETE DIKE (TYPE E) LF 50.0000 95,500.00 88.000 4,400.00 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 19,394.55 8.253 19,394 100 REMOVE CONCRETE (CURB AND GUTTER) LF 11.0000 8,800.00 418.000 4,598.00 418.000 4,598 101 MISCELLANEOUS IRON AND STEEL LB 2.5000 72,090.00 13,630.000 34,075.00 15,912.000 39,780 (F) 102 TEMPORARY FENCE LF 34.0000 22,100.00 520.000 17,680 PROGRAM CAS145 PAGE 5 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N7054 TIME 10:27 AM ESTIMATE NO. 011 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 07/20/25 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 104 4' CHAIN LINK GATE (TYPE CL-6, EA 3,100.0000 18,600.00 0.000 0 VINYL-CLAD) 105 10' CHAIN LINK GATE (TYPE CL-6) EA 5,500.0000 27,500.00 0.000 0 106 REMOVE CHAIN LINK FENCE LF 12.5000 36,125.00 750.000 9,375.00 1,932.000 24,150 107 REMOVE DELINEATOR EA 80.0000 6,720.00 0.000 0 108 DELINEATOR (CLASS 1) EA 96.0000 4,320.00 28.000 2,688.00 28.000 2,688 109 GUARD RAILING DELINEATOR EA 50.0000 200.00 0.000 0 110 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 8.000 1,520.00 17.000 3,230 113 REMOVE MARKER EA 131.0000 655.00 0.000 0 114 REMOVE ROADSIDE SIGN EA 250.0000 2,250.00 2.000 500 115 RESET ROADSIDE SIGN EA 750.0000 6,000.00 3.000 2,250.00 3.000 2,250 116 RELOCATE ROADSIDE SIGN EA 975.0000 12,675.00 4.000 3,900.00 4.000 3,900 117 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 50.0000 39,000.00 233.330 11,666.50 233.330 11,666 118 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 16,960.00 212.000 16,960 123 VEGETATION CONTROL (MINOR CONCRETE) SQYD 160.0000 51,200.00 212.123 33,939.68 212.123 33,939 124 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 0.000 0 128 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 1.000 300.00 316.000 94,800 PROGRAM CAS145 PAGE 6 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N7054 TIME 10:27 AM ESTIMATE NO. 011 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 07/20/25 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,160.00 350.000 4,550 135 REMOVE CONCRETE BARRIER LF 45.0000 79,650.00 1,508.090 67,864 136 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 2,880.070 5,040.12 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 0.281 702 SYSTEM ELEMENTS DURING CONSTRUCTION 146 TEMPORARY LIGHTING SYSTEMS LS 390,000.0000 390,000.00 0.049 19,110.00 0.951 370,890 147 MODIFYING LIGHTING SYSTEMS LS 400,000.0000 400,000.00 0.061 24,400.00 0.385 154,000 148 MODIFYING TRAFFIC MONITORING STATIONS LS 100,000.0000 100,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N7054 TIME 10:27 AM ESTIMATE NO. 011 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 07/20/25 R.E. NAME: TRISTAN GEBHART DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,652,104.90 14,333,029.17 ADJUSTMENT OF COMPENSATION 0.00 11,243.08 EXTRA WORK 207,254.70 637,359.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,859,359.60 14,981,632.23 149 MOBILIZATION LS 3,026,029.8100 3,026,029.81 0.950 2,874,728 ORIGINAL CONTRACT AMOUNT 38,261,867.36 TOTAL WORK COMPLETED 1,859,359.60 17,856,360.55 MATERIALS ON HAND ON SITE -31,043.32 0.00 DEDUCTIONS 0.00 -13,466.00 TOTAL 1,828,316.28 17,842,894.55 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 12/01/26 186 23 0 0 45% 35% PROGRESS IS SATISFACTORY TRISTAN GEBHART RESIDENT ENGINEER