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. 008 TIME 06:21 PM R.E. NAME: CHRIS HANSON 10-1C3304 --------------------------------------------------------------------------- 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. 008 TIME 06:21 PM R.E. NAME: CHRIS HANSON 10-1C3304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MAY CPM -10,000.00 003 MAY DVBE -10,000.00 003 SWPPP RPT 6 WEEKS -60,000.00 003 MISSING JUNE CPM -10,000.00 004 REC'D MAY DVBE 10,000.00 004 SWPPP RPT 6 WEEKS 60,000.00 004 CPM 20,000.00 005 JUNE DBE -10,000.00 005 REC'D JUNE DBE 10,000.00 006 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3304 TIME 06:21 PM ESTIMATE NO. 008 BID OPENING 03/15/22 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: CHRIS HANSON DATE OF THIS ESTIMATE 10/24/23 LOCATION RERUN PROGRESS ESTIMATE 10-SJ-205-R4.6/R9.0 ----------------------- BAY CITIES PAVING & GRADING, IN TRACY, WEST OF GRANT LINE ROAD INC. TO EAST OF MACARTHUR DRIVE, INSTALL 1450 CIVIC CT; RAMP METERS AND OTHER INTELLIGENT CONCORD CA 94520 TRANSPORTATION SYSTEM (ITS) ELEMENTS. FED. AID NO. ACIM-2056(356)E INSTALL ITS- PHASE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,700.0000 2,700.00 1.000 2,700 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 13,009.4200 13,009.42 0.080 1,040.75 0.370 4,813 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,500.0000 750,000.00 24.000 60,000.00 115.000 287,500 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 42,000.00 1.000 6,000.00 3.000 18,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 20,000.00 4.000 800.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 33,358.7700 33,358.77 0.080 2,668.70 0.370 12,342 007 CONSTRUCTION AREA SIGNS LS 15,500.0000 15,500.00 0.020 310.00 0.710 11,005 008 TRAFFIC CONTROL SYSTEM LS 368,800.0000 368,800.00 0.080 29,504.00 0.370 136,456 009 TRAFFIC CONTROL SUPERVISOR DAY 623.3800 64,831.52 0.000 0 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 407.2800 42,357.12 0.000 0 011 TYPE III BARRICADE EA 70.0000 1,120.00 2.000 140 012 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.8000 154,440.00 82,862.000 149,151 013 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 245.00 7.000 245 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 99.2400 1,984.80 0.000 0 SYSTEM DAY 015 TEMPORARY PAVEMENT MARKER EA 5.0000 7,550.00 1,449.000 7,245 016 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,880.0300 5,880.03 0.370 2,175.61 0.370 2,175 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,886.3000 20,886.30 0.080 1,670.90 0.370 7,727 018 TEMPORARY RAILING (TYPE K) LF 13.6100 174,208.00 10,540.000 143,449 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,500.0000 22,500.00 1.000 4,500.00 5.000 22,500 020 TEMPORARY RADAR SPEED FEEDBACK EA 5,200.0000 20,800.00 2.000 10,400.00 2.000 10,400 SIGN SYSTEM 021 JOB SITE MANAGEMENT LS 68,677.4700 68,677.47 0.080 5,494.20 0.370 25,410 022 PREPARE STORM WATER POLLUTION PREVENTION LS 27,920.0000 27,920.00 0.500 13,960.00 0.500 13,960 PLAN PROGRAM CAS145 PAGE 2 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3304 TIME 06:21 PM ESTIMATE NO. 008 BID OPENING 03/15/22 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: CHRIS HANSON 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 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 1.000 2,000 024 MOVE-IN/MOVE-OUT EA 600.0000 14,400.00 0.000 0 (TEMPORARY EROSION CONTROL) 025 TEMPORARY HYDRAULIC MULCH SQYD 1.2000 40,680.00 0.000 0 (BONDED FIBER MATRIX) 026 TEMPORARY DRAINAGE INLET PROTECTION EA 210.0000 13,860.00 0.000 0 027 TEMPORARY FIBER ROLL LF 3.1500 85,050.00 4,600.000 14,490.00 8,362.000 26,340 028 TEMPORARY SILT FENCE LF 2.9300 18,195.30 5,125.000 15,016 029 TEMPORARY CONSTRUCTION ENTRANCE EA 3,840.9900 26,886.93 1.000 3,840 030 STREET SWEEPING LS 16,336.4300 16,336.43 0.080 1,306.91 0.370 6,044 031 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 0.080 1,600.00 0.370 7,400 032 ASBESTOS COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500 033 TREATED WOOD WASTE LB 0.5500 1,556.50 2,320.000 1,276 034 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 68,280.0000 68,280.00 0.080 5,462.40 0.370 25,263 035 NATURAL RESOURCE PROTECTION PLAN LS 2,940.0000 2,940.00 0.000 0 036 BIRD AND BAT EXCLUSION DEVICES LS 20,000.0000 20,000.00 0.000 0 037 TEMPORARY HIGH-VISIBILITY FENCE LF 3.0900 9,857.10 2,842.000 8,781 038 CLEARING AND GRUBBING (LS) LS 110,630.0000 110,630.00 0.100 11,063.00 1.000 110,630 039 ROADWAY EXCAVATION CY 19.8100 600,243.00 12,475.000 247,129.75 23,168.000 458,958 040 SHOULDER BACKING TON 54.6400 60,104.00 0.000 0 041 STRUCTURE EXCAVATION (BRIDGE) CY 825.0000 182,325.00 66.000 54,450.00 66.000 54,450 (F) 042 STRUCTURE EXCAVATION (RETAINING WALL) CY 62.0400 72,214.56 113.000 7,010.52 226.000 14,021 (F) 043 STRUCTURE EXCAVATION (CRASH WALL) CY 200.0000 3,800.00 0.000 0 (F) 044 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 17,700.00 0.000 0 (F) 045 STRUCTURE BACKFILL (RETAINING WALL) CY 62.3800 48,968.30 0.000 0 (F) 046 STRUCTURE BACKFILL (CRASH WALL) CY 150.0000 1,350.00 0.000 0 (F) 047 PERVIOUS BACKFILL MATERIAL (RETAINING CY 85.7600 12,092.16 0.000 0 (F) WALL) 048 LEAN CONCRETE BACKFILL CY 225.0000 16,425.00 73.000 16,425 (F) 049 IMPORTED BORROW (CY) CY 28.5400 442,370.00 15,570.000 444,367 PROGRAM CAS145 PAGE 3 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3304 TIME 06:21 PM ESTIMATE NO. 008 BID OPENING 03/15/22 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: CHRIS HANSON 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 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,600.0000 9,600.00 0.000 0 051 HYDROMULCH SQFT 0.0300 18,450.00 0.000 0 052 HYDROSEED SQFT 0.0600 36,900.00 0.000 0 053 COMPOST (CY) CY 22.0000 83,820.00 0.000 0 054 CLASS 2 AGGREGATE SUBBASE CY 40.2900 197,421.00 2,944.240 118,623 055 CLASS 2 AGGREGATE BASE (CY) CY 76.2500 542,900.00 3,116.580 237,639 056 HOT MIX ASPHALT (TYPE A) TON 106.8500 2,895,635.00 8,222.000 878,520 057 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 155.0000 206,150.00 0.000 0 058 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.3200 4,536.00 0.000 0 059 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.3200 43,632.00 0.000 0 060 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.3200 648.00 0.000 0 061 PLACE HOT MIX ASPHALT SQYD 171.2500 7,877.50 0.000 0 (MISCELLANEOUS AREA) 062 TACK COAT TON 1,584.4700 77,639.03 0.000 0 063 REMOVE ASPHALT CONCRETE DIKE LF 1.2400 14,260.00 8,145.000 10,099 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.8100 140,452.00 13,957.140 67,133 065 FURNISH 18" STEEL PIPE PILING LF 280.0000 33,320.00 0.000 0 066 DRIVE 18" STEEL PIPE PILE EA 5,000.0000 10,000.00 0.000 0 067 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 515.0000 49,440.00 0.000 0 068 FURNISH PILING (CLASS 90) LF 160.0000 62,080.00 0.000 0 (ALTERNATIVE W) (MODIFIED) 069 DRIVE PILE (CLASS 90) (ALTERNATIVE W) EA 5,000.0000 40,000.00 0.000 0 (MODIFIED) 070 FURNISH PILING (CLASS 140) LF 170.0000 479,570.00 0.000 0 (ALTERNATIVE W) (MODIFIED) 071 DRIVE PILE (CLASS 140) EA 4,180.0000 200,640.00 0.000 0 (ALTERNATIVE W) (MODIFIED) 072 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 073 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 560.0000 31,360.00 0.000 0 (F) 074 STRUCTURAL CONCRETE, CRASH WALL FOOTING CY 660.0000 5,940.00 0.000 0 (F) 075 STRUCTURAL CONCRETE, BRIDGE CY 2,050.0000 381,300.00 0.000 0 (F) 076 STRUCTURAL CONCRETE, BRIDGE CY 1,230.0000 145,140.00 0.000 0 (F) (POLYMER FIBER) PROGRAM CAS145 PAGE 4 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3304 TIME 06:21 PM ESTIMATE NO. 008 BID OPENING 03/15/22 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: CHRIS HANSON 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 ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, CRASH WALL LF 1,320.0000 18,480.00 0.000 0 (F) 078 STRUCTURAL CONCRETE, RETAINING WALL CY 780.0000 475,020.00 145.500 113,490 (F) 079 STRUCTURAL CONCRETE, BARRIER SLAB CY 900.0000 300,600.00 267.000 240,300.00 267.000 240,300 (F) 080 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 78,000.00 0.000 0 (F) (TYPE N) 081 STRUCTURAL CONCRETE, HEADWALL CY 1,800.0000 25,200.00 0.000 0 (F) 082 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,305.4300 155,355.21 11.220 37,086.92 35.340 116,813 (F) 083 DRILL AND BOND DOWEL LF 60.0000 47,580.00 550.000 33,000 084 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 37,000.0000 37,000.00 0.000 0 GIRDER (90'-100') 085 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 19,000.0000 19,000.00 0.000 0 GIRDER 086 JOINT SEAL (MR 1/2") LF 92.0000 1,748.00 0.000 0 087 JOINT SEAL (MR 1 1/2") LF 126.0000 5,166.00 0.000 0 088 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 209,122.50 0.000 0 (F) 089 BAR REINFORCING STEEL (RETAINING WALL) LB 1.8000 122,452.20 7,500.000 13,500 (F) 090 BAR REINFORCING STEEL (CRASH WALL) LB 1.6000 7,840.00 0.000 0 (F) 091 HEADED BAR REINFORCEMENT EA 19.0000 342.00 0.000 0 (F) 092 PUBLIC SAFETY PLAN LS 8,000.0000 8,000.00 0.000 0 093 REMOVE RETAINING WALL (PORTION) (LS) LS 19,696.4600 19,696.46 1.000 19,696 094 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 4,927.00 0.000 0 095 FURNISH POLYESTER CONCRETE OVERLAY CF 97.0000 28,615.00 0.000 0 096 PLACE POLYESTER CONCRETE OVERLAY SQFT 14.0000 68,978.00 0.000 0 (F) 097 CORE CONCRETE (4 1/2") LF 100.0000 2,400.00 0.000 0 098 BRIDGE REMOVAL (PORTION), LOCATION A LS 50,000.0000 50,000.00 1.000 50,000.00 1.000 50,000 099 BRIDGE REMOVAL (PORTION), LOCATION B LS 150,000.0000 150,000.00 0.750 112,500.00 0.750 112,500 100 18" REINFORCED CONCRETE PIPE LF 109.7200 230,412.00 40.000 4,388.80 2,062.000 226,242 (CLASS III, RUBBER GASKET JOINT) 101 24" REINFORCED CONCRETE PIPE LF 162.4800 129,984.00 681.000 110,648.88 713.000 115,848 (CLASS III, RUBBER GASKET JOINT) 102 4" PLASTIC PIPE UNDERDRAIN LF 20.0000 1,700.00 0.000 0 103 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 190.4100 2,475.33 13.000 2,475.33 13.000 2,475 (.079" THICK) PROGRAM CAS145 PAGE 5 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3304 TIME 06:21 PM ESTIMATE NO. 008 BID OPENING 03/15/22 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: CHRIS HANSON 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 ------------------------------------------------------------------------------------------------------------------------------------ 104 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 165.4600 33,092.00 79.000 13,071.34 79.000 13,071 (.109" THICK) 105 12" STEEL FLARED END SECTION EA 610.5000 610.50 1.000 610.50 1.000 610 106 18" STEEL FLARED END SECTION EA 685.0600 4,110.36 1.000 685 107 18" CONCRETE FLARED END SECTION EA 1,252.3700 1,252.37 1.000 1,252 108 24" CONCRETE FLARED END SECTION EA 1,347.0000 6,735.00 2.000 2,694.00 3.000 4,041 109 36" CONCRETE FLARED END SECTION EA 2,109.9500 2,109.95 0.000 0 110 REMOVE OVERSIDE DRAIN EA 1,196.9200 3,590.76 1.000 1,196 111 REMOVE CULVERT (LF) LF 45.6000 19,152.00 16.000 729.60 368.900 16,821 112 REMOVE INLET EA 888.1600 8,881.60 1.000 888.16 8.000 7,105 113 REMOVE FLARED END SECTION (EA) EA 495.2600 3,466.82 4.000 1,981 114 ROCK SLOPE PROTECTION CY 307.9200 33,871.20 8.400 2,586 (60 LB, CLASS II, METHOD B) (CY) 115 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.7500 1,072.50 33.200 91 116 MINOR CONCRETE (MISCELLANEOUS CY 1,468.5000 11,748.00 0.000 0 CONSTRUCTION) 117 MINOR CONCRETE (TEXTURED PAVING) CY 1,021.0400 53,094.08 0.000 0 118 MISCELLANEOUS IRON AND STEEL LB 4.5200 33,194.88 1,672.000 7,557.44 5,464.000 24,697 (F) 119 VIDEO SURVEYING AND INSPECTION LS 7,000.0000 7,000.00 0.000 0 VITRIFIED CLAY SEWER PIPE 120 VIBRATION MONITORING LS 10,765.0000 10,765.00 0.000 0 121 TEMPORARY SEWAGE BYPASS SYSTEM LS 104,627.2400 104,627.24 0.000 0 122 SURVEY MONUMENT (TYPE D) EA 3,905.2900 3,905.29 0.000 0 123 CHAIN LINK FENCE (TYPE CL-6) LF 24.2300 73,901.50 0.000 0 124 REMOVE FENCE LF 4.4500 12,193.00 2,057.000 9,153 125 REMOVE PAVEMENT MARKER EA 1.0000 1,510.00 943.000 943 126 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 9,150.00 0.000 0 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.8600 3,544.00 0.000 0 (0.063"-UNFRAMED) 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.5600 13,987.20 0.000 0 (0.063"-FRAMED) 129 ROADSIDE SIGN - ONE POST EA 300.0000 4,200.00 0.000 0 130 ROADSIDE SIGN - TWO POST EA 500.0000 7,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3304 TIME 06:21 PM ESTIMATE NO. 008 BID OPENING 03/15/22 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: CHRIS HANSON 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 ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,800.00 0.000 0 METHOD) 132 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 250.0000 3,750.00 0.000 0 133 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 42.0000 36,540.00 0.000 0 134 VEGETATION CONTROL MAT (RUBBER) SQYD 71.9800 41,748.40 0.000 0 135 CHAIN LINK RAILING (TYPE 7L MODIFIED) LF 135.0000 8,640.00 0.000 0 (F) 136 TRANSITION RAILING (TYPE WB-31) EA 5,500.0000 11,000.00 0.000 0 137 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,115.0000 6,690.00 0.000 0 138 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,825.0000 26,775.00 0.000 0 139 CONCRETE BARRIER (TYPE 836) LF 150.0000 241,500.00 0.000 0 (F) 140 REMOVE GUARDRAIL LF 11.5000 3,565.00 305.000 3,507 141 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 19,280.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 142 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 20,200.00 48,981.000 19,592 143 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 920.00 112.000 448 144 12" RUMBLE STRIP STA 73.2500 18,312.50 0.000 0 (ASPHALT CONCRETE PAVEMENT) 145 12" TRAFFIC STRIPE TAPE (WARRANTY) LF 8.0000 65,760.00 0.000 0 146 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.7500 133,100.00 0.000 0 147 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.8000 1,512.00 0.000 0 (BROKEN 6-1) 148 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.8000 5,922.00 0.000 0 (BROKEN 17-7) 149 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.8000 69,840.00 0.000 0 (BROKEN 36-12) 150 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.5000 19,170.00 0.000 0 151 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 0.080 440.00 0.370 2,035 SYSTEM ELEMENTS DURING CONSTRUCTION 152 LIGHTING SYSTEM LS 110,641.0000 110,641.00 0.010 1,106.41 0.010 1,106 153 RAMP METERING SYSTEM LS 1,446,410.0000 1,446,410.00 0.070 101,248.70 0.120 173,569 154 CAMERA SYSTEMS LS 221,497.0000 221,497.00 0.040 8,859.88 0.040 8,859 155 FIBER OPTIC CABLE SYSTEMS LS 477,516.0000 477,516.00 0.040 19,100.64 0.040 19,100 156 MODIFYING LIGHTING SYSTEMS LS 165,624.0000 165,624.00 0.030 4,968.72 0.750 124,218 157 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 255,969.0000 255,969.00 0.070 17,917.83 0.100 25,596 PROGRAM CAS145 PAGE 7 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3304 TIME 06:21 PM ESTIMATE NO. 008 BID OPENING 03/15/22 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: CHRIS HANSON 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 ------------------------------------------------------------------------------------------------------------------------------------ 158 MODIFYING TRAFFIC MONITORING STATIONS LS 44,279.0000 44,279.00 0.000 0 159 REMOVING TRAFFIC MONITORING STATIONS LS 17,815.0000 17,815.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C3304 TIME 06:21 PM ESTIMATE NO. 008 BID OPENING 03/15/22 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: CHRIS HANSON 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 1,219,629.89 4,873,892.36 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,219,629.89 4,873,892.36 160 MOBILIZATION LS 1,738,000.0000 1,738,000.00 0.950 1,651,100 ORIGINAL CONTRACT AMOUNT 17,382,378.09 TOTAL WORK COMPLETED 1,219,629.89 6,524,992.36 MATERIALS ON HAND ON SITE 60.00 347,660.00 DEDUCTIONS 0.00 0.00 TOTAL 1,219,689.89 6,872,652.36 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 05/03/22 300 06/27/22 00/00/00 07/29/24 110 219 0 0 38% 37% PROGRESS IS SATISFACTORY CHRIS HANSON RESIDENT ENGINEER