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 07/17/25 EST. NO. 036 TIME 03:08 PM R.E. NAME: ISADA, DARREN 04-281204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 07/17/25 EST. NO. 036 TIME 03:08 PM R.E. NAME: ISADA, DARREN 04-281204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE INSPECT -3,000.00 007 CONC FOUND OUT OF SP -3,586.00 011 OUT OF STATE -5,000.00 024 FORM TOTE-1 MISSING -81,000.00 029 FORM TOTE-1MISSING 81,000.00 031 0.00 -11,586.00 EQUAL EMPLOYMENT OPPORTUNITY FHWA FORMS -10,000.00 025 FHWA FORMS 10,000.00 026 0.00 0.00 TOTAL DEDUCTIONS 0.00 -11,586.00 PROGRAM CAS145 PAGE 1 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 03:08 PM ESTIMATE NO. 036 BID OPENING 02/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 07/17/25 LOCATION PROGRESS ESTIMATE 04-NAP-29-5.0/6.7 ----------------- 04-NAP-221-0.0/0.7 GHILOTTI CONSTRUCTION COMPANY, IN NAPA COUNTY AT THE INTERSECTION INC. OF ROUTES 29/12 AND ROUTE 221 246 GHILOTTI AVE SANTA ROSA CA 95407 FED. AID NO. ACNH-X055(60)E INTERSECTION IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,975.0000 1,975.00 1.000 1,975 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,400.0000 7,400.00 0.750 5,550 003 TIME-RELATED OVERHEAD (LS) LS 650,000.0000 650,000.00 1.000 650,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 66,000.00 8.000 48,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,000.00 35.000 7,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 14,000.0000 14,000.00 1.000 14,000 007 CONSTRUCTION AREA SIGNS LS 51,840.0000 51,840.00 1.000 51,840 008 TRAFFIC CONTROL SYSTEM LS 208,000.0000 208,000.00 1.000 208,000 009 TYPE III BARRICADE EA 125.0000 6,250.00 67.000 8,375 010 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,100.00 563.000 19,705 011 PLASTIC TRAFFIC DRUMS EA 45.0000 855.00 50.000 2,250 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 45.0000 12,600.00 280.000 12,600 SYSTEM DAY 013 TEMPORARY PAVEMENT MARKER EA 5.0000 11,850.00 1,598.000 7,990 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 100,000.00 15.000 75,000 015 TEMPORARY RAILING (TYPE K) LF 14.0000 602,000.00 41,200.000 576,800 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,500.0000 122,500.00 41.000 143,500 017 TEMPORARY CRASH CUSHION MODULE EA 150.0000 36,000.00 240.000 36,000 018 TEMPORARY TRAFFIC SCREEN LF 1.5000 64,500.00 32,910.000 49,365 019 TEMPORARY RADAR SPEED FEEDBACK EA 16,000.0000 48,000.00 4.000 64,000 SIGN SYSTEM 020 JOB SITE MANAGEMENT LS 88,000.0000 88,000.00 1.000 88,000 021 PREPARE STORM WATER POLLUTION PREVENTION LS 1,620.0000 1,620.00 1.000 1,620 PLAN 022 RAIN EVENT ACTION PLAN EA 500.0000 21,500.00 44.000 22,000 PROGRAM CAS145 PAGE 2 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 03:08 PM ESTIMATE NO. 036 BID OPENING 02/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 24,500.00 85.048 42,524 024 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 025 MOVE-IN/MOVE-OUT EA 1,000.0000 10,000.00 9.000 9,000 (TEMPORARY EROSION CONTROL) 026 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 122,000.00 190,151.177 190,151 (BONDED FIBER MATRIX) 027 TEMPORARY CHECK DAM LF 11.0000 25,520.00 2,603.000 28,633 028 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 16,500.00 110.000 16,500 029 TEMPORARY FIBER ROLL LF 3.5000 127,750.00 34,546.000 120,911 030 TEMPORARY REINFORCED SILT FENCE LF 7.0000 91,700.00 9,825.000 68,775 031 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 45,000.00 13.000 58,500 032 STREET SWEEPING LS 48,800.0000 48,800.00 1.000 48,800 033 TEMPORARY CONCRETE WASHOUT LS 11,000.0000 11,000.00 1.000 11,000 034 ADL BURIAL LOCATION REPORT LS 5,000.0000 5,000.00 1.000 5,000 035 TREATED WOOD WASTE LB 0.2500 19,925.00 81,600.000 20,400 036 NOISE MONITORING LS 2,250.0000 2,250.00 1.000 2,250 037 REMOVE CONCRETE (SQYD) SQYD 30.0000 3,900.00 165.000 4,950 038 CLEARING AND GRUBBING (LS) LS 11,000.0000 11,000.00 1.000 11,000 039 DUST PALLIATIVE LS 58,000.0000 58,000.00 1.000 58,000 040 ROADWAY EXCAVATION CY 17.0000 2,550,000.00 153,361.000 2,607,137 041 ROADWAY EXCAVATION (TYPE R-1) CY 9.0000 455,400.00 50,600.000 455,400 (AERIALLY DEPOSITED LEAD) 042 ROADWAY EXCAVATION (TYPE R-2) CY 9.0000 69,210.00 7,690.000 69,210 (AERIALLY DEPOSITED LEAD) 043 STRUCTURE EXCAVATION (BRIDGE) CY 25.0000 51,750.00 2,070.000 51,750 (F) 044 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 216,600.00 3,610.000 216,600 (F) 045 IMPORTED BORROW (CY) CY 4.5000 171,000.00 36,500.000 164,250 046 TEMPORARY SHORING FOR EMBANKMENT LS 500,000.0000 500,000.00 1.000 500,000 047 SUBGRADE ENHANCEMENT GEOGRID SQYD 1.4400 84,672.00 58,800.000 84,672 048 ROADSIDE CLEARING LS 48,000.0000 48,000.00 1.000 48,000 049 DECORATIVE BOULDERS EA 280.0000 165,200.00 587.000 164,360 PROGRAM CAS145 PAGE 3 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 03:08 PM ESTIMATE NO. 036 BID OPENING 02/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROCK BLANKET SQFT 15.0000 487,500.00 32,500.000 487,500 051 SOIL AMENDMENT CY 200.0000 480.00 2.400 480 052 ORGANIC FERTILIZER LB 9.0000 153.00 17.000 153 053 PLANT ESTABLISHMENT WORK LS 36,000.0000 36,000.00 0.076 2,736.00 0.572 20,592 054 WOOD MULCH CY 140.0000 1,680.00 12.000 1,680 055 FOLIAGE PROTECTOR EA 85.0000 10,200.00 120.000 10,200 056 2" WYE STRAINER ASSEMBLY EA 450.0000 1,350.00 4.000 1,800 057 RISER SPRINKLER ASSEMBLY EA 39.0000 4,680.00 120.000 4,680 058 CAM COUPLER ASSEMBLY EA 1,000.0000 3,000.00 4.000 4,000 059 1" GATE VALVE EA 500.0000 1,000.00 2.000 1,000 060 1 1/2" GATE VALVE EA 800.0000 1,600.00 3.000 2,400 061 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.0000 27,760.00 3,470.000 27,760 (F) LINE) 062 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.0000 10,593.00 1,177.000 10,593 (F) LINE) 063 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 11.0000 11,561.00 1,051.000 11,561 (F) (SUPPLY LINE) 064 2" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 1,020.00 85.000 1,020 (F) (SUPPLY LINE) 065 BALL VALVE EA 450.0000 2,700.00 7.000 3,150 066 8" CORRUGATED HIGH DENSITY LF 120.0000 19,200.00 160.000 19,200 POLYETHYLENE PIPE CONDUIT 067 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 525.0000 4,200.00 6.000 3,150 068 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6300 64,890.00 103,000.000 64,890 069 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.5300 221,010.00 417,000.000 221,010 070 HYDROMULCH SQFT 0.0400 44,400.00 1,118,067.000 44,722 071 FIBER ROLLS LF 2.9500 99,710.00 33,800.000 99,710 072 HYDROSEED SQFT 0.0800 88,800.00 1,118,067.000 89,445 073 COMPOST (CY) CY 55.0000 184,250.00 3,350.000 184,250 074 CLASS 2 AGGREGATE SUBBASE CY 70.0000 277,200.00 3,960.000 277,200 075 CLASS 4 AGGREGATE SUBBASE CY 325.0000 39,000.00 120.000 39,000 076 CLASS 2 AGGREGATE BASE (CY) CY 75.0000 1,312,500.00 18,077.930 1,355,844 PROGRAM CAS145 PAGE 4 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 03:08 PM ESTIMATE NO. 036 BID OPENING 02/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 LEAN CONCRETE BASE CY 250.0000 467,500.00 1,870.000 467,500 078 PRIME COAT TON 450.0000 54,000.00 90.000 40,500 079 HOT MIX ASPHALT (TYPE A) TON 100.0000 4,240,000.00 38,578.450 3,857,845 080 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 125.0000 898,750.00 7,573.000 946,625 081 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 130.0000 518,700.00 4,127.380 536,559 (OPEN GRADED FRICTION COURSE) 082 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.1400 106,786.00 37,065.000 79,319 (PAVING MAT) 083 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.2000 319.20 76.000 319 084 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.2000 6,006.00 1,430.000 6,006 085 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.2000 2,478.00 590.000 2,478 086 TACK COAT TON 450.0000 58,500.00 92.020 41,409 087 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.8000 68,400.00 20,925.000 79,515 088 REMOVE BASE AND SURFACING CY 70.0000 16,100.00 290.000 20,300 089 CONTINUOUSLY REINFORCED CONCRETE CY 425.0000 1,997,500.00 4,700.000 1,997,500 PAVEMENT 090 60" CAST-IN-DRILLED-HOLE CONCRETE LF 5,100.0000 382,500.00 75.000 382,500 PILE (SIGN FOUNDATION) 091 PRESTRESSING CAST-IN-PLACE CONCRETE LS 285,000.0000 285,000.00 1.000 285,000 092 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 260,800.00 652.000 260,800 (F) 093 STRUCTURAL CONCRETE, BRIDGE CY 1,150.0000 1,449,000.00 1,260.000 1,449,000 (F) 094 STRUCTURAL CONCRETE, BRIDGE CY 450.0000 175,500.00 390.000 175,500 (F) (POLYMER FIBER) 095 STRUCTURAL CONCRETE, APPROACH SLAB CY 925.0000 246,975.00 267.000 246,975 (F) (TYPE N) 096 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 550,000.00 250.000 550,000 (F) 097 CONCRETE SURFACE TEXTURE SQFT 15.0000 17,880.00 1,192.000 17,880 (F) (ASHLAR STONE ROCK) 098 CONCRETE SURFACE TEXTURE SQFT 20.0000 2,860.00 143.000 2,860 (F) (RANDOM CUT STONE ROCK) 099 CONCRETE SURFACE TEXTURE SQFT 15.0000 46,455.00 3,097.000 46,455 (F) (HEAVY SANDBLAST) 100 JOINT SEAL (MR 1") LF 70.0000 13,860.00 198.000 13,860 101 BAR REINFORCING STEEL (BRIDGE) LB 1.2400 575,360.00 464,000.000 575,360 (F) 102 FURNISH SIGN STRUCTURE (TRUSS) LB 5.4500 202,849.00 37,220.000 202,849 (F) 103 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4500 16,749.00 37,220.000 16,749 (F) PROGRAM CAS145 PAGE 5 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 03:08 PM ESTIMATE NO. 036 BID OPENING 02/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 12.1000 15,972.00 1,320.000 15,972 (F) WITHOUT WALKWAY) 105 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 6.2500 8,250.00 1,320.000 8,250 (F) WITHOUT WALKWAY) 106 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 5.3500 150,335.00 28,100.000 150,335 107 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.4500 12,645.00 28,100.000 12,645 108 REMOVE SIGN STRUCTURE (EA) EA 2,500.0000 2,500.00 1.000 2,500 109 15" ALTERNATIVE PIPE CULVERT LF 100.0000 18,000.00 176.000 17,600 110 18" ALTERNATIVE PIPE CULVERT LF 110.0000 172,700.00 1,570.000 172,700 111 24" ALTERNATIVE PIPE CULVERT LF 150.0000 649,500.00 4,226.500 633,975 112 36" ALTERNATIVE PIPE CULVERT LF 170.0000 51,000.00 300.000 51,000 113 CONCRETE BACKFILL (PIPE TRENCH) CY 350.0000 41,650.00 119.000 41,650 (F) 114 18" REINFORCED CONCRETE PIPE LF 140.0000 42,000.00 300.000 42,000 115 24" REINFORCED CONCRETE PIPE LF 210.0000 111,300.00 574.000 120,540 116 24" CORRUGATED STEEL PIPE (.064" THICK) LF 110.0000 53,900.00 490.000 53,900 117 36" CORRUGATED STEEL PIPE (.064" THICK) LF 1,000.0000 8,000.00 8.000 8,000 118 DRAINAGE INLET MARKER EA 75.0000 6,675.00 89.000 6,675 119 GRATED LINE DRAIN LF 350.0000 20,650.00 59.000 20,650 120 24" WELDED STEEL PIPE CASING (BRIDGE) LF 360.0000 54,720.00 152.000 54,720 121 18" ALTERNATIVE FLARED END SECTION EA 800.0000 5,600.00 7.000 5,600 122 24" ALTERNATIVE FLARED END SECTION EA 950.0000 12,350.00 12.000 11,400 123 36" ALTERNATIVE FLARED END SECTION EA 1,400.0000 4,200.00 1.000 1,400 124 36" REINFORCED CONCRETE PIPE RISER LF 750.0000 24,750.00 34.300 25,725 125 REMOVE CULVERT (LF) LF 40.0000 33,200.00 830.000 33,200 126 REMOVE INLET EA 1,700.0000 5,100.00 3.000 5,100 127 REMOVE DRAINAGE JUNCTION STRUCTURE EA 1,700.0000 6,800.00 4.000 6,800 128 REMOVE FLARED END SECTION (EA) EA 350.0000 3,150.00 8.000 2,800 129 ROCK SLOPE PROTECTION CY 275.0000 26,950.00 98.000 26,950 (20 LB, CLASS I, METHOD B) (CY) 130 MINOR CONCRETE (CURB) (CY) CY 1,100.0000 96,800.00 88.000 96,800 PROGRAM CAS145 PAGE 6 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 03:08 PM ESTIMATE NO. 036 BID OPENING 02/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DETECTABLE WARNING SURFACE SQFT 25.0000 10,750.00 430.000 10,750 132 MINOR CONCRETE (MISCELLANEOUS CY 2,200.0000 7,260.00 3.900 8,580 CONSTRUCTION) 133 MINOR CONCRETE (CURB AND GUTTER) CY 600.0000 216,000.00 360.000 216,000 134 MINOR CONCRETE (STAMPED CONCRETE) SQFT 10.0000 220,000.00 22,000.000 220,000 135 MINOR CONCRETE (SIDEWALK) CY 600.0000 78,000.00 130.000 78,000 136 MINOR CONCRETE (COLORED,TEXTURED PAVING) SQFT 8.0000 116,000.00 14,500.000 116,000 137 MINOR CONCRETE (CURB RAMP) CY 1,000.0000 44,000.00 44.000 44,000 138 REMOVE CURB LF 9.0000 4,860.00 540.000 4,860 139 MISCELLANEOUS IRON AND STEEL LB 4.0000 107,724.00 26,931.000 107,724 (F) 140 UNDERCUT ANCHORS EA 250.0000 7,000.00 28.000 7,000 141 SURVEY MONUMENT (TYPE A) EA 2,000.0000 4,000.00 2.000 4,000 142 PREPARE AND STAIN CONCRETE SQFT 4.7500 29,307.50 5,870.000 27,882 143 OBLITERATE SURFACING SQYD 2.9300 39,262.00 15,484.000 45,368 144 REMOVE FENCE LF 10.0000 1,100.00 110.000 1,100 145 REMOVE PAVEMENT MARKER EA 1.0000 740.00 538.000 538 146 DELINEATOR (CLASS 2) EA 45.0000 3,735.00 83.000 3,735 147 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 6,800.00 1,360.000 6,800 148 TREATMENT BEST MANAGEMENT EA 150.0000 1,500.00 10.000 1,500 PRACTICE MARKER 149 OBJECT MARKER (TYPE N) EA 50.0000 450.00 9.000 450 150 OBJECT MARKER (TYPE P) EA 60.0000 3,000.00 50.000 3,000 151 OBJECT MARKER (TYPE R) EA 70.0000 140.00 2.000 140 152 REMOVE ROADSIDE SIGN EA 110.0000 6,270.00 57.000 6,270 153 RELOCATE ROADSIDE SIGN EA 215.0000 215.00 1.000 215 154 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.0000 34,800.00 1,200.000 34,800 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 9,450.00 630.000 9,450 (0.063"-UNFRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 7,050.00 470.000 7,050 (0.080"-UNFRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 3,600.00 180.000 3,600 (0.063"-FRAMED) PROGRAM CAS145 PAGE 7 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 03:08 PM ESTIMATE NO. 036 BID OPENING 02/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 6,250.00 250.000 6,250 (0.080"-FRAMED) 159 ROADSIDE SIGN - ONE POST EA 330.0000 25,740.00 79.000 26,070 160 ROADSIDE SIGN - TWO POST EA 550.0000 9,350.00 17.000 9,350 161 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,800.00 9.000 1,800 METHOD) 162 MIDWEST GUARDRAIL SYSTEM LF 36.5000 61,685.00 1,690.000 61,685 163 TUBULAR HANDRAILING LF 170.0000 37,570.00 221.000 37,570 (F) 164 TRANSITION RAILING (TYPE WB-31) EA 3,900.0000 15,600.00 4.000 15,600 165 END CAP (TYPE A) EA 250.0000 250.00 1.000 250 166 END CAP (TYPE TC) EA 200.0000 800.00 4.000 800 167 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 5,000.00 5.000 5,000 168 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 25,200.00 7.000 25,200 169 ALTERNATIVE CRASH CUSHION SYSTEM EA 40,000.0000 40,000.00 1.000 40,000 170 CONCRETE BARRIER (TYPE 60 MA MODIFIED) LF 85.0000 16,830.00 198.000 16,830 171 CONCRETE BARRIER (TYPE 60M) LF 96.0000 221,760.00 2,310.000 221,760 172 CONCRETE BARRIER (TYPE 60MC) LF 125.0000 190,000.00 1,593.000 199,125 173 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 448.0000 198,016.00 442.000 198,016 (F) 174 REMOVE GUARDRAIL LF 3.5000 2,905.00 918.000 3,213 175 REMOVE DOUBLE METAL BEAM BARRIER LF 4.0000 8,840.00 2,210.000 8,840 176 REMOVE CRASH CUSHION (SAND FILLED) EA 280.0000 3,920.00 14.000 3,920 177 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 19,850.00 3,970.000 19,850 (ENHANCED WET NIGHT VISIBILITY) 178 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 120,000.00 129,728.000 129,728 179 PAINT PAVEMENT MARKING (2-COAT) SQFT 8.0000 25,040.00 3,130.000 25,040 180 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 29,100.00 34,068.000 34,068 (ENHANCED WET NIGHT VISIBILITY) 181 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 725.00 580.000 725 (ENHANCED WET NIGHT VISIBILITY) 182 12" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 4,605.00 3,070.000 4,605 (ENHANCED WET NIGHT VISIBILITY) 183 REMOVE PAINTED TRAFFIC STRIPE LF 2.0000 44,400.00 19,683.000 39,366 184 REMOVE PAINTED PAVEMENT MARKING SQFT 10.0000 4,300.00 430.000 4,300 PROGRAM CAS145 PAGE 8 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 03:08 PM ESTIMATE NO. 036 BID OPENING 02/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 12,350.00 24,700.000 12,350 186 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 2,625.00 1,050.000 2,625 187 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 720.00 120.000 720 (WARRANTY) 188 CONTRAST STRIPE PAINT (2-COAT) LF 0.5000 2,875.00 5,750.000 2,875 189 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.5000 33,250.00 13,300.000 33,250 190 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 3.0000 1,800.00 600.000 1,800 191 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.0000 12,040.00 3,767.000 15,068 (WARRANTY) 192 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.0000 3,400.00 680.000 3,400 (WARRANTY) 193 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 194 TRAFFIC MONITORING STATION SYSTEM LS 345,448.5000 345,448.50 0.980 338,539 195 PTZ CAMERA SYSTEMS LS 80,398.5000 80,398.50 0.980 78,790 196 HIGHWAY ADVISORY RADIO SYSTEMS LS 84,165.0000 84,165.00 0.980 82,481 197 TEMPORARY LIGHTING SYSTEMS LS 346,332.0000 346,332.00 1.000 346,332 198 TEMPORARY SIGNAL SYSTEMS LS 306,574.5000 306,574.50 1.000 306,574 199 TEMPORARY PTZ CAMERA SYSTEMS LS 73,242.1500 73,242.15 1.000 73,242 200 TEMPORARY HIGHWAY ADVISORY RADIO SYSTEMS LS 23,250.0000 23,250.00 1.000 23,250 201 MODIFYING LIGHTING SYSTEMS LS 678,969.7500 678,969.75 0.980 665,390 202 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 60,078.0000 60,078.00 1.000 60,078 203 REMOVING PTZ CAMERA SYSTEMS LS 11,353.0000 11,353.00 1.000 11,353 204 MODIFYING HIGHWAY ADVISORY RADIO SYSTEMS LS 70,017.5000 70,017.50 1.000 70,017 205 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 206 PLANT (GROUP I) EA 40.0000 4,800.00 120.000 4,800 207 GRAVEL MULCH SQFT 4.5000 24,750.00 5,500.000 24,750 208 EDGING LF 11.0000 4,950.00 450.000 4,950 PROGRAM CAS145 PAGE 9 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 03:08 PM ESTIMATE NO. 036 BID OPENING 02/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,736.00 28,348,296.56 ADJUSTMENT OF COMPENSATION 0.00 992,137.37 EXTRA WORK 0.00 3,415,895.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,736.00 32,756,329.36 209 MOBILIZATION LS 3,000,000.0000 3,000,000.00 1.000 3,000,000 ORIGINAL CONTRACT AMOUNT 31,606,566.60 TOTAL WORK COMPLETED 2,736.00 35,756,329.36 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -11,586.00 TOTAL 2,736.00 35,744,743.36 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 05/13/22 710 07/25/22 07/11/22 12/31/25 576 176 12 0 100% 80% PROGRESS IS SATISFACTORY ISADA, DARREN RESIDENT ENGINEER