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 08/18/23 EST. NO. 013 TIME 01:32 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 --------------------------------------------------------------------------- 001 0058 413.22 E.W. @ F.A.(+) 060923 N 0127.0 0059 14,065.52 061923 N 0128.0 0060 933.09 062023 N 0130.0 003 0001 1,178.98 E.W. @ F.A.(+) 060623 N 0126.0 0002 3,123.30 042623 N 0113.0 0003 1,452.64 042623 N 0113.1 0004 409.35 042623 N 0113.2 0005 298.25 042623 N 0113.3 0006 3,123.30 042723 N 0135.0 0007 1,452.64 042723 N 0135.1 0008 409.35 042723 N 0135.2 0009 298.25 042723 N 0135.3 0010 3,123.30 042823 N 0136.0 0011 1,452.64 042823 N 0136.1 0012 409.35 042823 N 0136.2 0013 298.25 042823 N 0136.3 004 0005 -191.35 A.C. @ U.P.(-) 080423 N 0138 0 023 0006 5,445.28 E.W. @ F.A.(+) 051923 N 0123.0 0007 3,539.40 052223 N 0124.0 41,234.76 TOTAL THIS ESTIMATE 917,776.44 TOTAL PREVIOUS ESTIMATE 959,011.20 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 08/18/23 EST. NO. 013 TIME 01:32 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 0.00 -6,586.00 TOTAL DEDUCTIONS 0.00 -6,586.00 PROGRAM CAS145 PAGE 1 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 01:32 PM ESTIMATE NO. 013 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 08/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 08/18/23 LOCATION RERUN PROGRESS ESTIMATE 04-NAP-29-5.0/6.7 ----------------------- 04-NAP-221-0.0/0.7 GHILOTTI CONSTRUCTION CO. IN NAPA COUNTY AT THE INTERSECTION 246 GHILOTTI AVE; OF ROUTES 29/12 AND ROUTE 221 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 0.250 1,850 003 TIME-RELATED OVERHEAD (LS) LS 650,000.0000 650,000.00 0.046 29,900.00 0.453 294,450 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 66,000.00 1.000 6,000.00 5.000 30,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,000.00 3.000 600.00 21.000 4,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 14,000.0000 14,000.00 0.046 644.00 0.453 6,342 007 CONSTRUCTION AREA SIGNS LS 51,840.0000 51,840.00 0.747 38,724 008 TRAFFIC CONTROL SYSTEM LS 208,000.0000 208,000.00 0.046 9,568.00 0.453 94,224 009 TYPE III BARRICADE EA 125.0000 6,250.00 21.000 2,625 010 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,100.00 233.000 8,155 011 PLASTIC TRAFFIC DRUMS EA 45.0000 855.00 0.000 0 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 45.0000 12,600.00 36.000 1,620 SYSTEM DAY 013 TEMPORARY PAVEMENT MARKER EA 5.0000 11,850.00 865.000 4,325 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 100,000.00 9.000 45,000 015 TEMPORARY RAILING (TYPE K) LF 14.0000 602,000.00 40.000 560.00 26,720.000 374,080 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,500.0000 122,500.00 28.000 98,000 017 TEMPORARY CRASH CUSHION MODULE EA 150.0000 36,000.00 84.000 12,600 018 TEMPORARY TRAFFIC SCREEN LF 1.5000 64,500.00 24,380.000 36,570 019 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 0.046 4,048.00 0.453 39,864 021 PREPARE STORM WATER POLLUTION PREVENTION LS 1,620.0000 1,620.00 0.500 810 PLAN 022 RAIN EVENT ACTION PLAN EA 500.0000 21,500.00 14.000 7,000 PROGRAM CAS145 PAGE 2 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 01:32 PM ESTIMATE NO. 013 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 08/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 46.000 23,000 024 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 025 MOVE-IN/MOVE-OUT EA 1,000.0000 10,000.00 5.000 5,000 (TEMPORARY EROSION CONTROL) 026 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 122,000.00 125,180.000 125,180 (BONDED FIBER MATRIX) 027 TEMPORARY CHECK DAM LF 11.0000 25,520.00 800.000 8,800 028 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 16,500.00 32.000 4,800 029 TEMPORARY FIBER ROLL LF 3.5000 127,750.00 15,110.000 52,885 030 TEMPORARY REINFORCED SILT FENCE LF 7.0000 91,700.00 8,737.000 61,159 031 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 45,000.00 12.000 54,000 032 STREET SWEEPING LS 48,800.0000 48,800.00 0.046 2,244.80 0.453 22,106 033 TEMPORARY CONCRETE WASHOUT LS 11,000.0000 11,000.00 0.100 1,100.00 0.800 8,800 034 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 76,360.000 19,090 036 NOISE MONITORING LS 2,250.0000 2,250.00 0.000 0 037 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 0.750 8,250 039 DUST PALLIATIVE LS 58,000.0000 58,000.00 0.250 14,500 040 ROADWAY EXCAVATION CY 17.0000 2,550,000.00 7,061.000 120,037.00 153,361.000 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 4,590.000 20,655.00 15,142.000 68,139 046 TEMPORARY SHORING FOR EMBANKMENT LS 500,000.0000 500,000.00 0.100 50,000.00 0.900 450,000 047 SUBGRADE ENHANCEMENT GEOGRID SQYD 1.4400 84,672.00 4,000.000 5,760.00 28,575.000 41,148 048 ROADSIDE CLEARING LS 48,000.0000 48,000.00 0.182 8,736 049 DECORATIVE BOULDERS EA 280.0000 165,200.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 01:32 PM ESTIMATE NO. 013 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 08/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,178.000 92,670 051 SOIL AMENDMENT CY 200.0000 480.00 0.000 0 052 ORGANIC FERTILIZER LB 9.0000 153.00 0.000 0 053 PLANT ESTABLISHMENT WORK LS 36,000.0000 36,000.00 0.000 0 054 WOOD MULCH CY 140.0000 1,680.00 0.000 0 055 FOLIAGE PROTECTOR EA 85.0000 10,200.00 0.000 0 056 2" WYE STRAINER ASSEMBLY EA 450.0000 1,350.00 0.000 0 057 RISER SPRINKLER ASSEMBLY EA 39.0000 4,680.00 0.000 0 058 CAM COUPLER ASSEMBLY EA 1,000.0000 3,000.00 0.000 0 059 1" GATE VALVE EA 500.0000 1,000.00 0.000 0 060 1 1/2" GATE VALVE EA 800.0000 1,600.00 0.000 0 061 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.0000 27,760.00 0.000 0 (F) LINE) 062 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.0000 10,593.00 0.000 0 (F) LINE) 063 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 11.0000 11,561.00 0.000 0 (F) (SUPPLY LINE) 064 2" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 1,020.00 0.000 0 (F) (SUPPLY LINE) 065 BALL VALVE EA 450.0000 2,700.00 0.000 0 066 8" CORRUGATED HIGH DENSITY LF 120.0000 19,200.00 145.000 17,400 POLYETHYLENE PIPE CONDUIT 067 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 525.0000 4,200.00 0.000 0 068 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6300 64,890.00 0.000 0 069 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.5300 221,010.00 0.000 0 070 HYDROMULCH SQFT 0.0400 44,400.00 0.000 0 071 FIBER ROLLS LF 2.9500 99,710.00 0.000 0 072 HYDROSEED SQFT 0.0800 88,800.00 0.000 0 073 COMPOST (CY) CY 55.0000 184,250.00 0.000 0 074 CLASS 2 AGGREGATE SUBBASE CY 70.0000 277,200.00 566.000 39,620.00 2,204.000 154,280 075 CLASS 4 AGGREGATE SUBBASE CY 325.0000 39,000.00 0.000 0 076 CLASS 2 AGGREGATE BASE (CY) CY 75.0000 1,312,500.00 2,044.000 153,300.00 17,643.430 1,323,257 PROGRAM CAS145 PAGE 4 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 01:32 PM ESTIMATE NO. 013 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 08/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 467,500.00 755.000 188,750 078 PRIME COAT TON 450.0000 54,000.00 1.510 679.50 5.260 2,367 079 HOT MIX ASPHALT (TYPE A) TON 100.0000 4,240,000.00 796.890 79,689.00 8,464.600 846,460 080 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 125.0000 898,750.00 0.000 0 081 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 130.0000 518,700.00 0.000 0 (OPEN GRADED FRICTION COURSE) 082 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.1400 106,786.00 2,064.000 4,416 (PAVING MAT) 083 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.2000 319.20 0.000 0 084 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.2000 6,006.00 0.000 0 085 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.2000 2,478.00 0.000 0 086 TACK COAT TON 450.0000 58,500.00 3.000 1,350 087 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.8000 68,400.00 0.000 0 088 REMOVE BASE AND SURFACING CY 70.0000 16,100.00 60.000 4,200 089 CONTINUOUSLY REINFORCED CONCRETE CY 425.0000 1,997,500.00 293.000 124,525.00 1,303.000 553,775 PAVEMENT 090 60" CAST-IN-DRILLED-HOLE CONCRETE LF 5,100.0000 382,500.00 0.000 0 PILE (SIGN FOUNDATION) 091 PRESTRESSING CAST-IN-PLACE CONCRETE LS 285,000.0000 285,000.00 0.000 0 092 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 175,500.00 390.000 175,500.00 390.000 175,500 (F) (POLYMER FIBER) 095 STRUCTURAL CONCRETE, APPROACH SLAB CY 925.0000 246,975.00 0.000 0 (F) (TYPE N) 096 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 550,000.00 22.800 50,160.00 152.000 334,400 (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 0.000 0 101 BAR REINFORCING STEEL (BRIDGE) LB 1.2400 575,360.00 46,879.000 58,129.96 464,000.000 575,360 (F) 102 FURNISH SIGN STRUCTURE (TRUSS) LB 5.4500 202,849.00 0.000 0 (F) 103 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4500 16,749.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 01:32 PM ESTIMATE NO. 013 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 08/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) WITHOUT WALKWAY) 105 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 6.2500 8,250.00 0.000 0 (F) WITHOUT WALKWAY) 106 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 5.3500 150,335.00 0.000 0 107 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.4500 12,645.00 0.000 0 108 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 172,700.00 352.000 38,720.00 588.000 64,680 111 24" ALTERNATIVE PIPE CULVERT LF 150.0000 649,500.00 276.000 41,400.00 2,945.000 441,750 112 36" ALTERNATIVE PIPE CULVERT LF 170.0000 51,000.00 92.000 15,640.00 92.000 15,640 113 CONCRETE BACKFILL (PIPE TRENCH) CY 350.0000 41,650.00 0.000 0 (F) 114 18" REINFORCED CONCRETE PIPE LF 140.0000 42,000.00 198.000 27,720 115 24" REINFORCED CONCRETE PIPE LF 210.0000 111,300.00 402.000 84,420 116 24" CORRUGATED STEEL PIPE (.064" THICK) LF 110.0000 53,900.00 292.000 32,120 117 36" CORRUGATED STEEL PIPE (.064" THICK) LF 1,000.0000 8,000.00 4.000 4,000.00 8.000 8,000 118 DRAINAGE INLET MARKER EA 75.0000 6,675.00 0.000 0 119 GRATED LINE DRAIN LF 350.0000 20,650.00 0.000 0 120 24" WELDED STEEL PIPE CASING (BRIDGE) LF 360.0000 54,720.00 0.000 0 121 18" ALTERNATIVE FLARED END SECTION EA 800.0000 5,600.00 6.000 4,800 122 24" ALTERNATIVE FLARED END SECTION EA 950.0000 12,350.00 1.000 950.00 7.000 6,650 123 36" ALTERNATIVE FLARED END SECTION EA 1,400.0000 4,200.00 0.000 0 124 36" REINFORCED CONCRETE PIPE RISER LF 750.0000 24,750.00 2.900 2,175.00 23.000 17,250 125 REMOVE CULVERT (LF) LF 40.0000 33,200.00 142.000 5,680 126 REMOVE INLET EA 1,700.0000 5,100.00 2.000 3,400 127 REMOVE DRAINAGE JUNCTION STRUCTURE EA 1,700.0000 6,800.00 3.000 5,100 128 REMOVE FLARED END SECTION (EA) EA 350.0000 3,150.00 4.000 1,400 129 ROCK SLOPE PROTECTION CY 275.0000 26,950.00 5.330 1,465.75 45.480 12,507 (20 LB, CLASS I, METHOD B) (CY) 130 MINOR CONCRETE (CURB) (CY) CY 1,100.0000 96,800.00 24.580 27,038 PROGRAM CAS145 PAGE 6 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 01:32 PM ESTIMATE NO. 013 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 08/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,750.00 198.000 4,950 132 MINOR CONCRETE (MISCELLANEOUS CY 2,200.0000 7,260.00 0.600 1,320.00 3.000 6,600 CONSTRUCTION) 133 MINOR CONCRETE (CURB AND GUTTER) CY 600.0000 216,000.00 115.230 69,138 134 MINOR CONCRETE (STAMPED CONCRETE) SQFT 10.0000 220,000.00 0.000 0 135 MINOR CONCRETE (SIDEWALK) CY 600.0000 78,000.00 12.000 7,200 136 MINOR CONCRETE (COLORED,TEXTURED PAVING) SQFT 8.0000 116,000.00 0.000 0 137 MINOR CONCRETE (CURB RAMP) CY 1,000.0000 44,000.00 27.500 27,500 138 REMOVE CURB LF 9.0000 4,860.00 540.000 4,860 139 MISCELLANEOUS IRON AND STEEL LB 4.0000 107,724.00 3,211.000 12,844.00 16,835.000 67,340 (F) 140 UNDERCUT ANCHORS EA 250.0000 7,000.00 0.000 0 141 SURVEY MONUMENT (TYPE A) EA 2,000.0000 4,000.00 0.000 0 142 PREPARE AND STAIN CONCRETE SQFT 4.7500 29,307.50 0.000 0 143 OBLITERATE SURFACING SQYD 2.9300 39,262.00 11,716.000 34,327 144 REMOVE FENCE LF 10.0000 1,100.00 110.000 1,100 145 REMOVE PAVEMENT MARKER EA 1.0000 740.00 393.000 393 146 DELINEATOR (CLASS 2) EA 45.0000 3,735.00 0.000 0 147 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 6,800.00 0.000 0 148 TREATMENT BEST MANAGEMENT EA 150.0000 1,500.00 0.000 0 PRACTICE MARKER 149 OBJECT MARKER (TYPE N) EA 50.0000 450.00 0.000 0 150 OBJECT MARKER (TYPE P) EA 60.0000 3,000.00 13.000 780 151 OBJECT MARKER (TYPE R) EA 70.0000 140.00 0.000 0 152 REMOVE ROADSIDE SIGN EA 110.0000 6,270.00 31.000 3,410 153 RELOCATE ROADSIDE SIGN EA 215.0000 215.00 0.000 0 154 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.0000 34,800.00 0.000 0 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 9,450.00 0.000 0 (0.063"-UNFRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 7,050.00 0.000 0 (0.080"-UNFRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 3,600.00 9.000 180 (0.063"-FRAMED) PROGRAM CAS145 PAGE 7 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 01:32 PM ESTIMATE NO. 013 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 08/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 45.000 1,125 (0.080"-FRAMED) 159 ROADSIDE SIGN - ONE POST EA 330.0000 25,740.00 0.000 0 160 ROADSIDE SIGN - TWO POST EA 550.0000 9,350.00 3.000 1,650 161 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,800.00 0.000 0 METHOD) 162 MIDWEST GUARDRAIL SYSTEM LF 36.5000 61,685.00 0.000 0 163 TUBULAR HANDRAILING LF 170.0000 37,570.00 0.000 0 (F) 164 TRANSITION RAILING (TYPE WB-31) EA 3,900.0000 15,600.00 0.000 0 165 END CAP (TYPE A) EA 250.0000 250.00 0.000 0 166 END CAP (TYPE TC) EA 200.0000 800.00 0.000 0 167 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 5,000.00 0.000 0 168 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 25,200.00 0.000 0 169 ALTERNATIVE CRASH CUSHION SYSTEM EA 40,000.0000 40,000.00 0.000 0 170 CONCRETE BARRIER (TYPE 60 MA MODIFIED) LF 85.0000 16,830.00 0.000 0 171 CONCRETE BARRIER (TYPE 60M) LF 96.0000 221,760.00 280.000 26,880 172 CONCRETE BARRIER (TYPE 60MC) LF 125.0000 190,000.00 536.000 67,000 173 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 448.0000 198,016.00 0.000 0 (F) 174 REMOVE GUARDRAIL LF 3.5000 2,905.00 547.000 1,914 175 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 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 178 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 120,000.00 39,362.000 39,362 179 PAINT PAVEMENT MARKING (2-COAT) SQFT 8.0000 25,040.00 643.000 5,144 180 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 29,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 181 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 725.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 182 12" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 4,605.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 183 REMOVE PAINTED TRAFFIC STRIPE LF 2.0000 44,400.00 6,450.000 12,900 184 REMOVE PAINTED PAVEMENT MARKING SQFT 10.0000 4,300.00 126.000 1,260 PROGRAM CAS145 PAGE 8 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 01:32 PM ESTIMATE NO. 013 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 08/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 19,724.000 9,862 186 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 2,625.00 1,041.000 2,602 187 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 720.00 0.000 0 (WARRANTY) 188 CONTRAST STRIPE PAINT (2-COAT) LF 0.5000 2,875.00 0.000 0 189 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.5000 33,250.00 0.000 0 190 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 3.0000 1,800.00 0.000 0 191 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.0000 12,040.00 0.000 0 (WARRANTY) 192 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.0000 3,400.00 0.000 0 (WARRANTY) 193 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 194 TRAFFIC MONITORING STATION SYSTEM LS 345,448.5000 345,448.50 0.103 35,581.20 0.353 121,943 195 PTZ CAMERA SYSTEMS LS 80,398.5000 80,398.50 0.100 8,039.85 0.300 24,119 196 HIGHWAY ADVISORY RADIO SYSTEMS LS 84,165.0000 84,165.00 0.050 4,208.25 0.350 29,457 197 TEMPORARY LIGHTING SYSTEMS LS 346,332.0000 346,332.00 0.700 242,432 198 TEMPORARY SIGNAL SYSTEMS LS 306,574.5000 306,574.50 0.750 229,930 199 TEMPORARY PTZ CAMERA SYSTEMS LS 73,242.1500 73,242.15 0.250 18,310 200 TEMPORARY HIGHWAY ADVISORY RADIO SYSTEMS LS 23,250.0000 23,250.00 0.250 5,812 201 MODIFYING LIGHTING SYSTEMS LS 678,969.7500 678,969.75 0.100 67,896.98 0.350 237,639 202 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 60,078.0000 60,078.00 0.100 6,007.80 0.600 36,046 203 REMOVING PTZ CAMERA SYSTEMS LS 11,353.0000 11,353.00 0.000 0 204 MODIFYING HIGHWAY ADVISORY RADIO SYSTEMS LS 70,017.5000 70,017.50 0.070 4,901.23 0.100 7,001 205 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 206 PLANT (GROUP I) EA 40.0000 4,800.00 0.000 0 207 GRAVEL MULCH SQFT 4.5000 24,750.00 0.000 0 208 EDGING LF 11.0000 4,950.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-281204 TIME 01:32 PM ESTIMATE NO. 013 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 08/20/23 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,177,870.32 13,746,924.87 ADJUSTMENT OF COMPENSATION -191.35 38,656.99 EXTRA WORK 41,426.11 920,354.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,219,105.08 14,705,936.07 209 MOBILIZATION LS 3,000,000.0000 3,000,000.00 0.950 2,850,000 ORIGINAL CONTRACT AMOUNT 31,606,566.60 TOTAL WORK COMPLETED 1,219,105.08 17,555,936.07 MATERIALS ON HAND ON SITE -8,462.00 152,487.00 DEDUCTIONS 0.00 -6,586.00 TOTAL 1,210,643.08 17,701,837.07 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 05/16/24 206 71 5 0 53% 29% PROGRESS IS SATISFACTORY ISADA, DARREN RESIDENT ENGINEER