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 10/24/23 EST. NO. 001 TIME 02:02 PM R.E. NAME: JAVIER HUERTA 06-0U8804 --------------------------------------------------------------------------- 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 10/24/23 EST. NO. 001 TIME 02:02 PM R.E. NAME: JAVIER HUERTA 06-0U8804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 02:02 PM ESTIMATE NO. 001 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 10/24/23 LOCATION PROGRESS ESTIMATE 06-TUL-99-26.3/27.6 ----------------- SECURITY PAVING COMPANY, INC. TULARE COUNTY IN TULARE FROM 0.9 MILE 13170 TELFAIR AVE NORTH OF AVENUE 200 OVERCROSSING TO PAIGE SYLMAR CA 91342 ROAD OVERCROSSING FED. AID NO. ILDL-6206(33) CONSTRUCT INTERCHANGE. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,386.4600 3,386.46 0.000 0 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 9,524.4700 9,524.47 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,400.0000 1,116,000.00 22.000 52,800.00 22.000 52,800 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 66,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 8,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 68,787.8500 68,787.85 0.000 0 007 CONSTRUCTION AREA SIGNS LS 51,987.7400 51,987.74 0.600 31,192.64 0.600 31,192 008 TRAFFIC CONTROL SYSTEM LS 245,466.8100 245,466.81 0.000 0 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 793.7100 95,245.20 0.000 0 010 TYPE III BARRICADE EA 105.8300 7,090.61 0.000 0 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.0700 455,840.00 0.000 0 012 PLASTIC TRAFFIC DRUMS EA 79.3700 80,957.40 0.000 0 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 113.7900 26,171.70 0.000 0 SYSTEM DAY 014 TEMPORARY PAVEMENT MARKER EA 10.0000 20,000.00 0.000 0 015 TEMPORARY BARRIER SYSTEM LF 18.6100 450,362.00 0.000 0 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 42,263.2600 42,263.26 0.000 0 017 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,269.9300 16,509.09 0.000 0 (TL-3) 018 TEMPORARY TRAFFIC SCREEN LF 4.7300 111,628.00 0.000 0 019 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 5,611.3200 39,279.24 0.000 0 SYSTEM 020 JOB SITE MANAGEMENT LS 56,973.2800 56,973.28 0.000 0 021 PREPARE STORM WATER POLLUTION PREVENTION LS 4,233.1000 4,233.10 0.000 0 PLAN 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 02:02 PM ESTIMATE NO. 001 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 687.8800 5,503.04 0.000 0 CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 0.6600 61,182.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 185.2000 5,926.40 0.000 0 026 TEMPORARY FIBER ROLL LF 4.6600 54,522.00 0.000 0 027 TEMPORARY SILT FENCE LF 3.2500 39,650.00 0.000 0 028 TEMPORARY CONSTRUCTION ENTRANCE EA 4,686.7500 56,241.00 0.000 0 029 STREET SWEEPING LS 173,557.0500 173,557.05 0.000 0 030 TEMPORARY CONCRETE WASHOUT LS 35,716.7700 35,716.77 0.000 0 031 ASBESTOS COMPLIANCE PLAN LS 2,116.5500 2,116.55 0.000 0 032 REMOVE ASBESTOS CEMENT PIPE LF 239.1900 6,697.32 0.000 0 033 TREATED WOOD WASTE LB 0.9700 15,326.00 0.000 0 034 CLEARING AND GRUBBING (LS) LS 157,656.4700 157,656.47 0.000 0 035 DUST SUPPRESSANT SQYD 0.1600 0.16 0.000 0 036 ROADWAY EXCAVATION CY 8.5200 1,243,920.00 0.000 0 037 STRUCTURE EXCAVATION (BRIDGE) CY 5.7400 9,712.08 0.000 0 (F) 038 STRUCTURE BACKFILL (BRIDGE) CY 78.3200 84,742.24 0.000 0 (F) 039 IMPORTED BORROW (CY) CY 16.1800 3,138,920.00 0.000 0 040 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 125.7900 96,858.30 0.000 0 PIPE CONDUIT 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,174.6800 2,349.36 0.000 0 042 HYDROMULCH SQFT 0.0500 80,500.00 0.000 0 043 FIBER ROLLS LF 4.2900 273,702.00 0.000 0 044 HYDROSEED SQFT 0.1200 192,000.00 0.000 0 045 COMPOST (CY) CY 35.4600 349,990.20 0.000 0 046 INCORPORATE MATERIALS SQFT 0.0200 32,000.00 0.000 0 047 CLASS 2 AGGREGATE BASE (CY) CY 68.9400 1,468,422.00 0.000 0 048 HOT MIX ASPHALT (TYPE A) TON 103.6200 7,605,708.00 0.000 0 049 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 152.6800 1,042,804.40 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 02:02 PM ESTIMATE NO. 001 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 110.5700 22,114.00 0.000 0 AREA) 051 TACK COAT TON 720.5700 70,615.86 0.000 0 052 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 16.4900 30,176.70 0.000 0 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7800 132,606.00 0.000 0 054 JOINTED PLAIN CONCRETE PAVEMENT CY 352.7400 4,726,716.00 0.000 0 055 FURNISH PILING (CLASS 140) (ALTERNATIVE LF 60.5900 533,616.13 0.000 0 W) 056 DRIVE PILE (CLASS 140) (ALTERNATIVE W) EA 1,756.9800 224,893.44 0.000 0 057 FURNISH PILING (CLASS 200) (ALTERNATIVE LF 78.7600 244,471.04 0.000 0 W) 058 DRIVE PILE (CLASS 200) (ALTERNATIVE W) EA 1,756.9800 98,390.88 0.000 0 059 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 649.9100 175,475.70 0.000 0 (SIGN FOUNDATION) 060 PRESTRESSING CAST-IN-PLACE CONCRETE LS 264,568.6700 264,568.67 0.000 0 061 PRESTRESSING CAST-IN-PLACE CONCRETE LS 52,913.7300 52,913.73 0.000 0 (ELECTRICALLY ISOLATED POST-TENSIONED TENDON) 062 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 592.3600 199,032.96 0.000 0 (F) 063 STRUCTURAL CONCRETE, BRIDGE CY 927.9100 1,850,252.54 0.000 0 (F) 064 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 954.2600 811,121.00 0.000 0 (F) FIBER) 065 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,626.3600 297,361.52 0.000 0 066 ARCHITECTURAL ENTRANCE TOWER EA 32,594.8600 130,379.44 0.000 0 067 CONCRETE SURFACE TEXTURE (BRICK) SQFT 46.5600 48,143.04 0.000 0 068 JOINT SEAL (MR 1 1/2") LF 116.4100 15,249.71 0.000 0 069 JOINT SEAL (MR 2") LF 161.9200 21,211.52 0.000 0 070 BAR REINFORCING STEEL (BRIDGE) LB 1.4000 866,213.60 0.000 0 (F) 071 BAR REINFORCING STEEL (GALVANIZED) LB 2.1900 1,432.26 0.000 0 (F) 072 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 073 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 074 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.3800 10,373.88 0.000 0 (F) WITHOUT WALKWAY) 075 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.1800 6,796.68 0.000 0 (F) WITHOUT WALKWAY) PROGRAM CAS145 PAGE 4 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 02:02 PM ESTIMATE NO. 001 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 077 18" REINFORCED CONCRETE PIPE LF 185.6500 74,260.00 0.000 0 078 24" REINFORCED CONCRETE PIPE (TRENCHLESS LF 1,558.1200 934,872.00 0.000 0 INSTALLATION METHOD) 079 24" REINFORCED CONCRETE PIPE LF 173.1200 701,136.00 0.000 0 080 12" CORRUGATED STEEL PIPE LF 127.5700 9,057.47 0.000 0 081 8" PERFORATED STEEL PIPE UNDERDRAIN LF 31.6200 10,181.64 0.000 0 (.064" THICK) 082 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 26.8200 11,747.16 0.000 0 (.064" THICK) 083 DRAINAGE INLET MARKER EA 569.4900 3,416.94 0.000 0 084 10" WELDED STEEL PIPE CASING (BRIDGE) LF 187.9500 18,795.00 0.000 0 085 12" STEEL FLARED END SECTION EA 683.3900 3,416.95 0.000 0 086 18" CONCRETE FLARED END SECTION EA 2,448.8000 4,897.60 0.000 0 087 24" CONCRETE FLARED END SECTION EA 3,132.1900 122,155.41 0.000 0 088 36" PRECAST CONCRETE PIPE INLET LF 854.2300 28,189.59 0.000 0 089 ABANDON CULVERT (LF) LF 162.8700 13,681.08 0.000 0 090 REMOVE CULVERT (LF) LF 56.9500 13,668.00 0.000 0 091 REMOVE INLET EA 1,879.3100 7,517.24 0.000 0 092 REMOVE HEADWALL EA 2,277.9600 4,555.92 0.000 0 093 REMOVE MANHOLE EA 4,624.2500 9,248.50 0.000 0 094 REMOVE FLARED END SECTION (EA) EA 512.5400 4,100.32 0.000 0 095 SLOPE PAVING (STAMPED FRACTURED ROCK) SQFT 28.8400 247,101.12 0.000 0 096 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 162.8700 47,232.30 0.000 0 METHOD B) (CY) 097 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.6900 4,779.60 0.000 0 098 MINOR CONCRETE (CURB) (CY) CY 613.8000 49,104.00 0.000 0 099 DETECTABLE WARNING SURFACE SQFT 40.2100 10,454.60 0.000 0 100 MINOR CONCRETE (MISCELLANEOUS CY 724.9200 688,674.00 0.000 0 CONSTRUCTION) 101 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 102 MISCELLANEOUS IRON AND STEEL LB 3.7000 56,980.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 02:02 PM ESTIMATE NO. 001 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 MISCELLANEOUS METAL (BRIDGE) LB 10.5300 10,119.33 0.000 0 (F) 104 BRIDGE DECK DRAINAGE SYSTEM LB 16.4400 77,300.88 0.000 0 (F) 105 SALVAGE FIRE HYDRANT EA 1,025.0800 8,200.64 0.000 0 106 SEISMIC FLEXIBLE EXPANSION JOINT EA 23,576.8500 47,153.70 0.000 0 107 6" WATER SERVICE EA 4,237.0000 8,474.00 0.000 0 108 INSTALL FIRE HYDRANT EA 15,831.8000 189,981.60 0.000 0 109 INSTALL FIRE HYDRANT BLIND FLANGE ONLY EA 10,045.7900 30,137.37 0.000 0 110 FIRE HYDRANT NO SIDEWALK EA 14,806.7200 14,806.72 0.000 0 111 2" R.P. BACKFLOW PREVENTER EA 6,492.1800 25,968.72 0.000 0 112 6" DOUBLE CHECK DETECTOR ASSEMBLY EA 13,895.5400 27,791.08 0.000 0 113 BLOW- OFF ASSEMBLY EA 8,542.3400 17,084.68 0.000 0 114 6" SEWER SERVICE EA 5,170.9600 46,538.64 0.000 0 115 48" MANHOLE (CITY TULARE) EA 14,806.7200 162,873.92 0.000 0 116 12" C-900 DR-18 WATER PIPE LF 151.4800 739,222.40 0.000 0 117 10" DUCTILE IRON PIPE LF 173.1200 46,742.40 0.000 0 118 10-INCH DUCTILE IRON WATER PIPE IN STEEL LF 609.3500 188,898.50 0.000 0 CASING 119 8" SDR-26 SEWER PIPE LF 278.3500 904,637.50 0.000 0 120 ABANDONMENT OF WATER PIPES AND LS 42,142.2000 42,142.20 0.000 0 APPURTENANCES 121 ABANDONMENT OF SEWER PIPES & LS 29,613.4400 29,613.44 0.000 0 APPURTENANCES 122 LIGHTING (CITY STREET) LS 264,568.6700 264,568.67 0.000 0 123 2" WATER SERVICE EA 2,391.8500 16,742.95 0.000 0 124 12" GATE VALVE EA 4,271.1700 59,796.38 0.000 0 125 PREPARE AND STAIN CONCRETE SQFT 5.2800 47,636.16 0.000 0 126 CHAIN LINK FENCE (TYPE CL-6) LF 33.5200 479,336.00 0.000 0 127 REMOVE FENCE LF 8.6500 104,665.00 0.000 0 128 REMOVE PAVEMENT MARKER EA 1.0600 816.20 0.000 0 129 DELINEATOR (CLASS 1) EA 158.7400 49,209.40 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 02:02 PM ESTIMATE NO. 001 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 GUARD RAILING DELINEATOR EA 105.8300 3,598.22 0.000 0 131 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0200 13,346.40 0.000 0 132 OBJECT MARKER EA 158.7400 10,318.10 0.000 0 133 REMOVE ROADSIDE SIGN EA 105.8300 1,269.96 0.000 0 134 RELOCATE ROADSIDE SIGN-ONE POST EA 423.3100 423.31 0.000 0 135 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 40.2100 61,923.40 0.000 0 136 FURNISH LAMINATED PANEL SIGN (2 SQFT 23.2800 5,354.40 0.000 0 1/2"-TYPE B) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.9300 10,835.20 0.000 0 (0.063"-UNFRAMED) 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.2000 14,792.00 0.000 0 (0.080"-UNFRAMED) 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.5200 9,356.80 0.000 0 (0.063"-FRAMED) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.5700 5,142.60 0.000 0 (0.080"-FRAMED) 141 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 2,645.6900 5,291.38 0.000 0 BOX POST, TYPE L) 142 ROADSIDE SIGN - ONE POST EA 396.8500 51,590.50 0.000 0 143 ROADSIDE SIGN - TWO POST EA 687.8800 13,069.72 0.000 0 144 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 158.7400 2,857.32 0.000 0 METHOD) 145 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 5,079.7200 20,318.88 0.000 0 146 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 54.0600 45,951.00 0.000 0 147 VEGETATION CONTROL (MINOR CONCRETE) SQYD 57.9400 161,652.60 0.000 0 148 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 149 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 232.4500 135,285.90 0.000 0 (F) 150 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 60.5400 208,257.60 0.000 0 151 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,378.5200 19,028.16 0.000 0 152 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,648.9300 37,191.44 0.000 0 153 CONCRETE BARRIER (TYPE 732SW MODIFIED) LF 447.6500 261,427.60 0.000 0 154 REMOVE SINGLE METAL BEAM BARRIER LF 9.7300 33,471.20 0.000 0 155 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.8200 54,708.00 0.000 0 WET NIGHT VISIBILITY) 156 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.1200 360.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 7 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 02:02 PM ESTIMATE NO. 001 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.2800 15,973.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 158 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3200 117,744.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 159 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4300 1,987.70 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 160 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.5000 23,355.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 161 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5400 11,455.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 162 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.8700 28,392.10 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 163 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1300 47,573.00 0.000 0 164 12" RUMBLE STRIP (ASPHALT CONCRETE STA 74.0800 16,297.60 0.000 0 PAVEMENT) 165 METHYL METHACRYLATE PAINT PAVEMENT SQFT 15.8700 326,922.00 0.000 0 MARKING (2-COATS) 166 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 3.4400 8,806.40 0.000 0 (BROKEN 17-7) 167 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 9.0000 277,200.00 0.000 0 (BROKEN 36-12) 168 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 10.0500 26,230.50 0.000 0 169 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 15.3400 22,396.40 0.000 0 (WARRANTY) 170 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.1400 3,008.60 0.000 0 (WARRANTY) (BROKEN 36-12) 171 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 16.9300 8,295.70 0.000 0 (WARRANTY) 172 ELECTRIC SERVICE FOR BOOSTER PUMP LS 153,449.8300 153,449.83 0.000 0 173 LIGHTING SYSTEM LS 560,885.5800 560,885.58 0.000 0 174 RAMP METERING SYSTEM LS 1,042,400.5600 1,042,400.56 0.000 0 175 TRAFFIC MONITORING STATION SYSTEM LS 111,118.8400 111,118.84 0.000 0 176 CAMERA SYSTEMS LS 37,039.6100 37,039.61 0.000 0 177 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 178 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 179 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 6.4200 1,012,575.24 0.000 0 180 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.2500 39,430.50 0.000 0 181 12" REINFORCED CONCRETE PIPE LF 130.9800 15,717.60 0.000 0 PROGRAM CAS145 PAGE 8 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 02:02 PM ESTIMATE NO. 001 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 12" CONCRETE FLARED END SECTION EA 2,448.8000 2,448.80 0.000 0 183 48" PRECAST CONCRETE PIPE MANHOLE LF 364.4700 1,822.35 0.000 0 184 60" PRECAST CONCRETE PIPE MANHOLE LF 410.0300 16,811.23 0.000 0 185 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 186 MINOR CONCRETE (STAMPED CONCRETE) SQFT 12.1700 147,257.00 0.000 0 187 10' CHAIN LINK GATE (TYPE CL-6) EA 1,892.0000 3,784.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 02:02 PM ESTIMATE NO. 001 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 83,992.64 83,992.64 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 83,992.64 83,992.64 188 MOBILIZATION LS 3,500,000.0000 3,500,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 45,538,438.00 TOTAL WORK COMPLETED 83,992.64 83,992.64 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 83,992.64 83,992.64 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 02/17/23 465 00/00/00 00/00/00 08/06/25 22 42 0 0 0% 5% PROGRESS IS SATISFACTORY JAVIER HUERTA RESIDENT ENGINEER