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 12/27/23 EST. NO. 003 TIME 03:34 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 12/27/23 EST. NO. 003 TIME 03:34 PM R.E. NAME: JAVIER HUERTA 06-0U8804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-2406 -10,000.00 003 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 12/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 03:34 PM ESTIMATE NO. 003 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 12/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 12/27/23 LOCATION RERUN 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 17.000 40,800.00 56.000 134,400 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 66,000.00 1.000 6,000.00 1.000 6,000 005 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 0.020 1,375.76 0.020 1,375 007 CONSTRUCTION AREA SIGNS LS 51,987.7400 51,987.74 0.600 31,192 008 TRAFFIC CONTROL SYSTEM LS 245,466.8100 245,466.81 0.020 4,909.34 0.020 4,909 009 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 24.000 1,904.88 24.000 1,904 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 113.7900 26,171.70 19.000 2,162.01 19.000 2,162 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 2,760.000 51,363.60 2,760.000 51,363 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 42,263.2600 42,263.26 0.020 845.27 0.020 845 017 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,269.9300 16,509.09 2.000 2,539.86 2.000 2,539 (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 2.000 11,222.64 2.000 11,222 SYSTEM 020 JOB SITE MANAGEMENT LS 56,973.2800 56,973.28 0.020 1,139.47 0.020 1,139 021 PREPARE STORM WATER POLLUTION PREVENTION LS 4,233.1000 4,233.10 1.000 4,233.10 1.000 4,233 PLAN 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 03:34 PM ESTIMATE NO. 003 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 12/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 12/27/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.020 3,471.14 0.020 3,471 030 TEMPORARY CONCRETE WASHOUT LS 35,716.7700 35,716.77 0.020 714.34 0.020 714 031 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 0.050 7,882.82 0.050 7,882 035 DUST SUPPRESSANT SQYD 0.1600 0.16 0.000 0 036 ROADWAY EXCAVATION CY 8.5200 1,243,920.00 6,553.780 55,838.21 6,553.780 55,838 037 STRUCTURE EXCAVATION (BRIDGE) CY 5.7400 9,712.08 53.400 306.52 53.400 306 (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 12/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 03:34 PM ESTIMATE NO. 003 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 12/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 12/27/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 12/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 03:34 PM ESTIMATE NO. 003 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 12/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 12/27/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 12/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 03:34 PM ESTIMATE NO. 003 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 12/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 12/27/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 12/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 03:34 PM ESTIMATE NO. 003 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 12/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 12/27/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,800.000 27,244.00 2,800.000 27,244 155 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 12/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 03:34 PM ESTIMATE NO. 003 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 12/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 12/27/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 12/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 03:34 PM ESTIMATE NO. 003 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 12/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 12/27/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 12/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U8804 TIME 03:34 PM ESTIMATE NO. 003 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 12/20/23 R.E. NAME: JAVIER HUERTA DATE OF THIS ESTIMATE 12/27/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 223,952.96 348,745.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 223,952.96 348,745.60 188 MOBILIZATION LS 3,500,000.0000 3,500,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 45,538,438.00 TOTAL WORK COMPLETED 223,952.96 348,745.60 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 213,952.96 338,745.60 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 08/18/25 56 48 0 0 1% 12% PROGRESS IS SATISFACTORY JAVIER HUERTA RESIDENT ENGINEER