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 03/20/23 EST. NO. 023 TIME 01:08 PM R.E. NAME: DIKE EDDIE 04-2A3324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0010 7,516.30 E.W. @ F.A.(+) 092622 N 0280.0 017 0008 7,432.70 E.W. @ F.A.(+) 010523 N 0269.0 030 0001 8,330.64 E.W. @ F.A.(+) 011923 N 0273.0 0002 7,726.36 012023 N 0274.0 0003 8,191.01 012023 N 0275.0 0004 2,932.00 021023 N 0276.0 0005 4,427.62 021523 N 0277.0 0006 2,847.67 030923 N 0279.0 0007 2,066.35 011023 N 0271.0 0008 8,567.92 011823 N 0272.0 0009 6,655.99 010323 N 0270.0 031 0002 68,437.00 E.W. @ L.S.(+) 012023 N 0002 0 135,131.56 TOTAL THIS ESTIMATE 3,132,418.72 TOTAL PREVIOUS ESTIMATE 3,267,550.28 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 03/20/23 EST. NO. 023 TIME 01:08 PM R.E. NAME: DIKE EDDIE 04-2A3324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A3324 TIME 01:08 PM ESTIMATE NO. 023 BID OPENING 02/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DIKE EDDIE DATE OF THIS ESTIMATE 03/20/23 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-84-13.6/18.0 ----------------------- BAY CITIES PAVING & GRADING, IN FREMONT, FROM ROUTE 238 (MISSION INC. BOULEVARD) TO ROUTE 680. 1450 CIVIC CT,BUILDING B #400 CONCORD, CA 94524-6227 FED. AID NO. HSNH-P084(55)E WIDEN SHOULDERS, INSTALL TRAFFIC ------------------------------------------------------------------------------------------------------------------------------------ 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 5,849.2000 5,849.20 1.000 5,849 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,250.0000 500,000.00 10.000 12,500.00 360.000 450,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 54,000.00 6.000 36,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,000.00 14.000 2,800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 11,607.1400 11,607.14 1.000 11,607 007 CONSTRUCTION AREA SIGNS LS 14,250.0000 14,250.00 0.750 10,687 008 TRAFFIC CONTROL SYSTEM LS 839,800.0000 839,800.00 1.000 839,800 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7000 15,050.00 31,661.000 22,162 010 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 2,340.00 48.000 2,160 011 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 900.00 20.000 900 (LEFT IN PLACE) 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 111.6300 22,326.00 190.000 21,209 SYSTEM DAY 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 24,666.3900 24,666.39 1.000 24,666 014 TEMPORARY RAILING (TYPE K) LF 24.1400 267,954.00 487.000 11,756.18 12,207.000 294,676 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,500.0000 105,000.00 31.000 108,500 016 JOB SITE MANAGEMENT LS 53,880.2600 53,880.26 1.000 53,880 017 PREPARE STORM WATER POLLUTION PREVENTION LS 44,500.0000 44,500.00 1.000 44,500 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 31,500.00 3.000 1,500.00 26.000 13,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 180.0000 8,640.00 2.000 360.00 14.000 2,520 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 021 TEMPORARY COVER SQYD 2.5000 500.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 1,925.00 5.000 875 PROGRAM CAS145 PAGE 2 DATE 03/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A3324 TIME 01:08 PM ESTIMATE NO. 023 BID OPENING 02/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DIKE EDDIE DATE OF THIS ESTIMATE 03/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 2.8500 41,610.00 9,803.000 27,938 024 TEMPORARY REINFORCED SILT FENCE LF 4.7000 14,617.00 260.000 1,222 025 TEMPORARY SILT FENCE LF 2.9600 6,778.40 2,992.000 8,856 026 STREET SWEEPING LS 17,456.1600 17,456.16 1.000 17,456 027 TEMPORARY ACTIVE TREATMENT SYSTEM LS 47,326.2500 47,326.25 1.000 47,326 028 TEMPORARY CONCRETE WASHOUT LS 6,811.0200 6,811.02 1.000 6,811 029 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 240.0000 43,200.00 3.000 720 030 TEMPORARY CREEK DIVERSION SYSTEMS LS 165,500.0000 165,500.00 1.000 165,500 031 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.8000 6,960.00 1,860.000 1,488 (HAZARDOUS WASTE) 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8000 9,120.00 7,736.000 6,188 STRIPE (HAZARDOUS WASTE) 033 WORK AREA MONITORING (BRIDGE) LS 30,136.0000 30,136.00 1.000 30,136 034 TREATED WOOD WASTE LB 0.4000 33,000.00 8,200.000 3,280 035 NOISE MONITORING LS 2,114.0900 2,114.09 1.000 2,114 036 REMOVE CONCRETE (SQYD) SQYD 34.3400 3,296.64 96.000 3,296 037 TEMPORARY HIGH-VISIBILITY FENCE LF 2.6500 3,233.00 0.000 0 038 CLEARING AND GRUBBING (LS) LS 157,000.0000 157,000.00 1.000 157,000 039 ROADWAY EXCAVATION CY 57.2600 381,924.20 205.210 11,750.32 6,911.080 395,728 040 ROADWAY EXCAVATION (TYPE Z-2) CY 170.8900 290,513.00 1,700.000 290,513 (AERIALLY DEPOSITED LEAD) 041 CHANNEL EXCAVATION CY 84.6600 118,524.00 1,400.000 118,524 042 STRUCTURE EXCAVATION (BRIDGE) CY 200.0000 72,000.00 360.000 72,000 (F) 043 STRUCTURE BACKFILL (BRIDGE) CY 380.0000 46,740.00 123.000 46,740 (F) 044 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 045 ROADSIDE CLEARING LS 10,000.0000 10,000.00 1.000 10,000 046 SOIL AMENDMENT CY 96.0000 153.60 1.600 153 047 PACKET FERTILIZER EA 0.8000 72.00 90.000 72 048 PLANT (GROUP H) EA 50.0000 750.00 15.000 750 049 PLANT (GROUP B) EA 38.0000 266.00 7.000 266 PROGRAM CAS145 PAGE 3 DATE 03/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A3324 TIME 01:08 PM ESTIMATE NO. 023 BID OPENING 02/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DIKE EDDIE DATE OF THIS ESTIMATE 03/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT (GROUP U) EA 103.0000 2,369.00 23.000 2,369 051 PLANT ESTABLISHMENT WORK LS 5,200.0000 5,200.00 0.820 4,264 052 WOOD MULCH CY 78.4000 290.08 3.700 290 053 FOLIAGE PROTECTOR EA 96.0000 4,320.00 45.000 4,320 054 1" WYE STRAINER ASSEMBLY EA 226.0000 678.00 3.000 678 055 RISER SPRINKLER ASSEMBLY EA 43.0000 1,935.00 45.000 1,935 056 CAM COUPLER ASSEMBLY EA 1,150.0000 3,450.00 3.000 3,450 057 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.3500 1,884.70 802.000 1,884 (F) LINE) 058 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.5000 425.00 170.000 425 (F) LINE) 059 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 2.8100 379.35 135.000 379 (F) (SUPPLY LINE) 060 2" PLASTIC PIPE (SCHEDULE 40) LF 15.5000 1,193.50 77.000 1,193 (F) (SUPPLY LINE) 061 BALL VALVE EA 165.0000 1,155.00 7.000 1,155 062 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 2,700.00 2.000 900 063 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.4000 3,640.00 2,600.000 3,640 064 HYDROMULCH SQFT 0.0500 9,000.00 196,455.000 9,822 065 FIBER ROLLS LF 2.8500 22,087.50 7,750.000 22,087 066 COMPOST SOCK LF 38.0000 2,850.00 0.000 0 067 HYDROSEED SQFT 0.1700 30,600.00 196,455.000 33,397 068 COMPOST (CY) CY 58.0000 15,080.00 260.000 15,080 069 INCORPORATE MATERIALS SQFT 0.0400 3,260.00 81,500.000 3,260 070 CLASS 3 AGGREGATE SUBBASE CY 72.1500 84,415.50 162.860 11,750.35 1,331.270 96,051 071 CLASS 2 AGGREGATE BASE (CY) CY 98.6400 230,817.60 120.000 11,836.80 2,828.806 279,033 072 HOT MIX ASPHALT (TYPE A) TON 131.4200 662,356.80 5,669.770 745,121 073 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 135.0000 207,900.00 2,976.990 401,893 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.8200 961.50 75.000 961 075 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 13.5800 9,506.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.5300 4,009.60 320.000 4,009 PROGRAM CAS145 PAGE 4 DATE 03/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A3324 TIME 01:08 PM ESTIMATE NO. 023 BID OPENING 02/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DIKE EDDIE DATE OF THIS ESTIMATE 03/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT SQYD 54.0300 8,104.50 150.000 8,104 (MISCELLANEOUS AREA) 078 TACK COAT TON 867.0800 36,417.36 14.000 12,139 079 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 123.2600 2,341.94 19.000 2,341 080 REMOVE ASPHALT CONCRETE DIKE LF 7.3900 3,103.80 420.000 3,103 081 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.6200 63,731.00 5,050.000 63,731 082 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 505.0000 277,750.00 609.400 307,747 083 30" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 160,000.00 260.000 260,000 PILE (SIGN FOUNDATION) 084 48" CAST-IN-DRILLED-HOLE CONCRETE LF 2,500.0000 90,000.00 36.000 90,000 PILE (SIGN FOUNDATION) 085 STRUCTURAL CONCRETE, BRIDGE CY 1,100.0000 206,800.00 188.000 206,800 (F) 086 STRUCTURAL CONCRETE, BRIDGE CY 950.0000 267,900.00 282.000 267,900 (F) (POLYMER FIBER) 087 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 2,000.0000 554,000.00 277.000 554,000 (F) 088 CONCRETE SURFACE TEXTURE (ROCK) CY 45.0000 15,525.00 345.000 15,525 (F) 089 STRUCTURAL CONCRETE, BARRIER SLAB CY 825.0000 53,625.00 65.000 53,625 (F) 090 AGGREGATE BASE (APPROACH SLAB) CY 1,500.0000 3,000.00 2.000 3,000 091 STRUCTURAL CONCRETE, APPROACH SLAB CY 3,600.0000 86,400.00 25.000 90,000 (TYPE R) 092 STRUCTURAL CONCRETE, HEADWALL CY 980.0000 9,212.00 8.500 8,330 (F) 093 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,906.8667 3,516.18 0.900 3,516 (F) 094 MINOR CONCRETE (MINOR STRUCTURE) CY 1,650.0000 32,010.00 19.400 32,010 (F) 095 PAVING NOTCH EXTENSION CF 2,000.0000 9,000.00 4.500 9,000 096 DRILL AND BOND DOWEL LF 54.0000 52,164.00 966.000 52,164 097 CLEAN EXPANSION JOINT LF 40.0000 3,360.00 83.550 3,342 098 JOINT SEAL (MR 1/2") LF 85.0000 4,930.00 58.000 4,930 099 JOINT SEAL (MR 1") LF 120.0000 10,440.00 87.000 10,440 100 BAR REINFORCING STEEL LB 2.8000 20,543.60 7,337.000 20,543 (F) 101 BAR REINFORCING STEEL (BRIDGE) LB 1.3400 155,110.36 115,754.000 155,110 (F) 102 HEADED BAR REINFORCEMENT EA 5.8000 962.80 166.000 962 (F) 103 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.7000 43,860.00 51,600.000 87,720 PROGRAM CAS145 PAGE 5 DATE 03/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A3324 TIME 01:08 PM ESTIMATE NO. 023 BID OPENING 02/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DIKE EDDIE DATE OF THIS ESTIMATE 03/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 27,800.00 27,800.000 27,800 105 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 185,600.00 2,532.000 202,560 106 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.0000 27,750.00 27,750.000 27,750 (F) 107 BRIDGE REMOVAL LS 70,000.0000 70,000.00 1.000 70,000 108 BRIDGE REMOVAL (PORTION) LS 1,370,000.0000 1,370,000.00 1.000 1,370,000 109 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 110 18" ALTERNATIVE PIPE CULVERT LF 525.0100 29,400.56 50.000 26,250 111 24" ALTERNATIVE PIPE CULVERT LF 534.4300 42,754.40 80.000 42,754 112 CONCRETE BACKFILL (PIPE TRENCH) CY 1,066.0500 114,387.17 107.300 114,387 (F) 113 PERMEABLE CLASS II CY 214.7100 51,959.82 242.000 51,959 (F) 114 DRAINAGE INLET MARKER EA 40.0000 360.00 0.000 0 115 REMOVE CULVERT (LF) LF 44.0300 5,723.90 130.000 5,723 116 REMOVE INLET EA 970.0200 970.02 1.000 970 117 REMOVE HEADWALL EA 2,908.5800 2,908.58 1.000 2,908 118 ADJUST INLET EA 6,811.0200 54,488.16 0.000 0 119 CONCRETE (DITCH LINING) CY 1,816.2700 99,894.85 55.000 99,894 120 CLASS VI ROCK SLOPE PROTECTION CY 241.9400 51,291.28 212.000 51,291 121 CLASS VIII ROCK SLOPE PROTECTION CY 264.0300 181,388.61 687.000 181,388 122 ROCK GROUP A, PLACEMENT METHOD A CY 255.1800 5,358.78 21.000 5,358 123 ROCK GROUP B, PLACEMENT METHOD A CY 277.5300 4,995.54 18.000 4,995 124 ENGINEERED STREAMBED MATERIAL-1, CY 212.2500 46,907.25 221.000 46,907 PLACEMENT METHOD B 125 ENGINEERED STREAMBED MATERIAL-2, CY 530.6200 192,615.06 363.000 192,615 PONDING 126 CABLE NET DRAPERY SYSTEM SQFT 9.7100 310,720.00 32,000.000 310,720 127 MISCELLANEOUS IRON AND STEEL LB 1.5000 489.00 326.000 489 (F) 128 MISCELLANEOUS METAL (BRIDGE) LB 10.0000 4,920.00 492.000 4,920 (F) 129 PREPARE AND STAIN CONCRETE SQFT 11.0000 5,049.00 459.000 5,049 130 STAIN GALVANIZED SURFACES (LS) LS 245,000.0000 245,000.00 1.000 245,000 PROGRAM CAS145 PAGE 6 DATE 03/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A3324 TIME 01:08 PM ESTIMATE NO. 023 BID OPENING 02/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DIKE EDDIE DATE OF THIS ESTIMATE 03/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FENCE (TYPE WM AND BW) LF 12.5000 4,125.00 330.000 4,125 132 CHAIN LINK FENCE (TYPE CL-8) LF 75.0000 2,175.00 0.000 0 133 12' CHAIN LINK GATE (TYPE CL-8) EA 4,000.0000 4,000.00 1.000 4,000 134 REMOVE FENCE LF 5.0000 1,650.00 330.000 1,650 135 REMOVE GATE EA 500.0000 500.00 1.000 500 136 REMOVE PAVEMENT MARKER EA 1.0000 1,680.00 225.000 225.00 2,449.000 2,449 137 GUARD RAILING DELINEATOR EA 25.0000 12,250.00 18.000 450.00 508.000 12,700 138 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 8,800.00 3,548.000 17,740 139 OBJECT MARKER (TYPE P) EA 75.0000 825.00 0.000 0 140 OBJECT MARKER (TYPE L-2) EA 50.0000 600.00 0.000 0 141 REMOVE ROADSIDE SIGN EA 80.0000 3,760.00 47.000 3,760 142 REMOVE METAL POST EA 100.0000 800.00 0.000 0 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 5,940.00 240.500 5,291 (0.063"-UNFRAMED) 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 792.00 0.000 0 (0.080"-UNFRAMED) 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.0000 1,484.00 80.000 2,240 (0.063"-FRAMED) 146 ROADSIDE SIGN - ONE POST EA 250.0000 10,000.00 47.000 11,750 147 ROADSIDE SIGN - TWO POST EA 450.0000 1,800.00 4.000 1,800 148 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 27.5000 251,350.00 8,987.500 247,156 149 VEGETATION CONTROL (MINOR CONCRETE) SQYD 53.0000 272,420.00 2,696.150 142,895 150 CHAIN LINK RAILING (VINYL-CLAD MODIFIED) LF 55.0000 23,100.00 420.000 23,100 (F) 151 CONCRETE BARRIER (TYPE K) LF 55.3500 61,438.50 1,120.000 61,992 152 TRANSITION RAILING (TYPE WB-31) EA 4,500.0000 63,000.00 11.000 49,500 153 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,300.0000 2,600.00 2.000 2,600 154 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,375.0000 151,875.00 37.000 124,875 155 REUSABLE CRASH CUSHION EA 34,000.0000 102,000.00 3.000 102,000 156 CONCRETE BARRIER (TYPE 60M) LF 225.0000 110,250.00 466.000 104,850 157 CALIFORNIA ST-75 BRIDGE RAIL LF 495.0000 924,660.00 1,868.000 924,660 (F) PROGRAM CAS145 PAGE 7 DATE 03/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A3324 TIME 01:08 PM ESTIMATE NO. 023 BID OPENING 02/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DIKE EDDIE DATE OF THIS ESTIMATE 03/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 CALIFORNIA ST-75 BRIDGE RAIL (MODIFIED) LF 360.0000 151,200.00 420.000 151,200 (F) 159 REMOVE GUARDRAIL LF 4.2500 27,030.00 5,250.000 22,312 160 REMOVE CONCRETE BARRIER (TYPE K) LF 10.1700 5,796.90 570.000 5,796 161 THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 116,000.00 40,986.000 163,944 (ENHANCED WET NIGHT VISIBILITY) 162 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 6.0000 11,580.00 1,602.000 9,612 MARKING (ENHANCED WET NIGHT VISIBILITY) 163 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 5,750.00 24,452.000 12,226 164 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 8,200.00 10,524.000 5,262 165 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 4,360.00 46.000 184 166 12" RUMBLE STRIP STA 60.8100 9,121.50 150.000 9,121 (ASPHALT CONCRETE PAVEMENT) 167 CONTRAST STRIPE THERMOPLASTIC LF 0.3000 5,070.00 11,284.000 3,385 168 SIGNAL AND LIGHTING SYSTEM (LOCATION 1) LS 200,000.0000 200,000.00 0.930 186,000 169 SIGNAL AND LIGHTING SYSTEM (LOCATION 2) LS 275,000.0000 275,000.00 0.970 266,750 170 LIGHTING SYSTEM LS 195,000.0000 195,000.00 0.969 188,955 171 FLASHING BEACON SYSTEM LS 195,000.0000 195,000.00 0.950 185,250 172 DYNAMIC ACTIVE WARNING SYSTEM LS 297,000.0000 297,000.00 0.990 294,030 173 RADAR SPEED FEEDBACK SIGN SYSTEMS LS 485,000.0000 485,000.00 0.990 480,150 174 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 175 1 1/2" CONDUIT (BRIDGE) LF 40.0000 39,640.00 991.000 39,640 PROGRAM CAS145 PAGE 8 DATE 03/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A3324 TIME 01:08 PM ESTIMATE NO. 023 BID OPENING 02/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: DIKE EDDIE DATE OF THIS ESTIMATE 03/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 62,128.65 14,295,410.80 ADJUSTMENT OF COMPENSATION 0.00 1,015,354.51 EXTRA WORK 135,131.56 2,252,195.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 197,260.21 17,562,961.08 176 MOBILIZATION LS 1,578,235.1000 1,578,235.10 1.000 1,578,235 ORIGINAL CONTRACT AMOUNT 15,782,351.00 TOTAL WORK COMPLETED 197,260.21 19,141,196.18 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 197,260.21 19,141,196.18 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 03/11/21 650 05/05/21 05/05/21 09/13/23 278 190 0 0 95% 43% PROGRESS IS SATISFACTORY DIKE EDDIE RESIDENT ENGINEER