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 01/22/25 EST. NO. 041 TIME 09:05 AM R.E. NAME: SHAHIDI, SHAINE 08-1F7304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 028 0001 63,125.13 A.C. @ L.S.(+) 101824 N 1001 63,125.13 TOTAL THIS ESTIMATE 961,332.87 TOTAL PREVIOUS ESTIMATE 1,024,458.00 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 01/22/25 EST. NO. 041 TIME 09:05 AM R.E. NAME: SHAHIDI, SHAINE 08-1F7304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE WITHHOLD -191,931.78 005 PERFORMANCE RELEASE 191,931.78 006 0.00 0.00 LABOR COMPLIANCE VIOLATION NOVEMBER 2021 -10,000.00 004 NOVEMBER 2021 10,000.00 005 FEBRUARY 2022 -10,000.00 008 MARCH 2022 -10,000.00 009 FEBRUARY 2022 RLS 10,000.00 010 MARCH 2022 RLS 10,000.00 010 AUGUST 2022 -3,000.00 014 AUGUST 2022 RLS 3,000.00 015 SEPTEMBER 2022 -1,000.00 015 SEPTEMBER 2022 RLS 1,000.00 016 NOVEMBER 2022 -1,000.00 017 DECEMBER 2022 -6,000.00 018 NOVEMBER 2022 RLS 1,000.00 018 JANUARY 2023 -1,000.00 019 FEBRUARY 2023 -10,000.00 020 DECEMBER 2022 RLS 6,000.00 022 JANUARY 2023 RLS 1,000.00 022 FEBRUARY 2023 RLS 10,000.00 023 JUNE 2023 -10,000.00 025 JUNE 2023 RLS 10,000.00 029 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1F7304 TIME 09:05 AM ESTIMATE NO. 041 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 01/22/25 LOCATION PROGRESS ESTIMATE 08-SBD-215-2.2/3.2 ----------------- SECURITY PAVING COMPANY INC IN COLTON FR0M 0.3 MI SOUTH TO 0.3 3075 TOWNSGATE ROAD, SUITE 20 N/O WASHINGTON ST OC WESTLAKE VILLAGE CA 91361 FED. AID NO. B1IM-215 -1(251)E REPLACE OVERCROSSING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,916.3000 1,916.30 1.000 1,916 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,200.0000 1,056,000.00 553.000 1,216,600 003 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 84,000.00 8.500 51,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 28,000.00 44.000 8,800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 23,897.4200 23,897.42 1.000 23,897 006 CONSTRUCTION AREA SIGNS LS 57,827.2500 57,827.25 1.000 57,827 007 TRAFFIC CONTROL SYSTEM LS 520,332.5800 520,332.58 1.000 520,332 008 TYPE III BARRICADE EA 145.4100 4,071.48 21.000 3,053 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.9200 4,646.40 1,656.000 3,179 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 12,420.00 39,531.000 11,859 011 CHANNELIZER (SURFACE MOUNTED) EA 30.1500 4,522.50 71.000 2,140 012 PLASTIC TRAFFIC DRUMS EA 116.2800 1,511.64 13.000 1,511 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 30.0600 27,054.00 322.590 9,697 SYSTEM DAY 014 TEMPORARY PAVEMENT MARKER EA 3.1600 2,117.20 788.000 2,490 015 TEMPORARY TERMINAL SECTION (TYPE K) EA 394.5300 789.06 2.000 789 016 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 13,982.2500 13,982.25 1.000 13,982 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 66,146.2700 66,146.27 1.000 66,146 018 TEMPORARY RAILING (TYPE K) LF 18.2500 119,720.00 6,103.000 111,379 019 TEMPORARY CRASH CUSHION MODULE EA 229.7400 22,974.00 72.000 16,541 020 TEMPORARY RADAR SPEED FEEDBACK EA 6,763.4200 13,526.84 2.000 13,526 SIGN SYSTEM 021 TEMPORARY CRASH CUSHION (ALTERNATIVE EA 8,011.9900 88,131.89 10.000 80,119 IN-LINE) 022 JOB SITE MANAGEMENT LS 37,920.2500 37,920.25 1.000 37,920 PROGRAM CAS145 PAGE 2 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1F7304 TIME 09:05 AM ESTIMATE NO. 041 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 2,818.1000 2,818.10 1.000 2,818 PLAN 024 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 025 TEMPORARY SOIL BINDER SQYD 0.1900 2,850.00 0.000 0 026 TEMPORARY DRAINAGE INLET PROTECTION EA 430.6000 2,153.00 5.000 2,153 027 TEMPORARY FIBER ROLL LF 3.9700 5,161.00 1,450.000 5,756 028 TEMPORARY CONSTRUCTION ENTRANCE EA 2,737.9500 5,475.90 2.000 5,475 029 TEMPORARY CONCRETE WASHOUT LS 25,362.8300 25,362.83 1.000 25,362 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.9100 9,282.00 10,200.000 9,282 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.5600 6,664.00 2,559.290 1,433 032 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 206.4700 3,922.93 14.100 2,911 033 CLEARING AND GRUBBING (LS) LS 55,572.7800 55,572.78 1.000 55,572 034 ROADWAY EXCAVATION CY 41.5500 262,180.50 6,583.050 273,525 035 STRUCTURE EXCAVATION (BRIDGE) CY 105.3600 309,442.32 2,937.000 309,442 (F) 036 STRUCTURE EXCAVATION (RETAINING WALL) CY 28.7400 76,793.28 2,672.000 76,793 (F) 037 STRUCTURE BACKFILL (BRIDGE) CY 88.1400 138,996.78 1,577.000 138,996 (F) 038 STRUCTURE BACKFILL (RETAINING WALL) CY 65.8100 172,158.96 2,616.000 172,158 (F) 039 PERVIOUS BACKFILL MATERIAL (RETAINING CY 53.4400 4,542.40 85.000 4,542 (F) WALL) 040 IMPORTED BORROW (CY) CY 37.6600 75,320.00 0.000 0 041 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 5.0300 52,312.00 10,462.140 52,624 CLASS A1 042 PRUNE EXISTING PLANTS LS 13,059.1500 13,059.15 1.000 13,059 043 SOIL AMENDMENT CY 101.2100 1,821.78 18.000 1,821 044 SLOW-RELEASE FERTILIZER LB 2.4500 343.00 140.000 343 045 PLANT (GROUP K) EA 431.4100 15,099.35 35.000 15,099 046 PLANT (GROUP A) EA 12.5900 2,140.30 170.000 2,140 047 PLANT (GROUP B) EA 46.5200 16,282.00 350.000 16,282 048 PLANT (GROUP U) EA 151.5800 4,547.40 30.000 4,547 049 PLANT ESTABLISHMENT WORK LS 45,473.8500 45,473.85 0.070 3,183.17 0.790 35,924 PROGRAM CAS145 PAGE 3 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1F7304 TIME 09:05 AM ESTIMATE NO. 041 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 GRAVEL MULCH SQFT 2.3200 222,952.00 96,100.000 222,952 051 1" REMOTE CONTROL VALVE EA 466.4000 2,798.40 6.000 2,798 052 1 1/2" REMOTE CONTROL VALVE EA 606.3200 1,212.64 2.000 1,212 053 2" REMOTE CONTROL VALVE EA 792.8700 1,585.74 2.000 1,585 054 16-18 STATION IRRIGATION CONTROLLER EA 8,628.3700 17,256.74 2.000 17,256 (WALL MOUNTED) 055 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 31.9500 1,278.00 40.000 1,278 (F) 056 IRRIGATION CONTROLLER ENCLOSURE EA 4,337.5100 8,675.02 2.000 8,675 CABINET 057 2" BACKFLOW PREVENTER ASSEMBLY EA 4,197.5900 8,395.18 2.000 8,395 058 BACKFLOW PREVENTER ENCLOSURE EA 3,824.4700 7,648.94 2.000 7,648 059 FLOW SENSOR EA 3,964.3900 7,928.78 2.000 7,928 060 TREE WELL SPRINKLER ASSEMBLY EA 60.6300 4,244.10 70.000 4,244 061 RISER SPRINKLER ASSEMBLY EA 47.6900 25,752.60 540.000 25,752 062 3" GATE VALVE EA 1,515.7900 1,515.79 1.000 1,515 063 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.1300 21,443.40 4,180.000 21,443 (F) LINE) 064 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.4200 6,666.60 1,230.000 6,666 (F) (SUPPLY LINE) 065 2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 1,080.00 180.000 1,080 (F) (SUPPLY LINE) 066 3" PLASTIC PIPE (CLASS 315) LF 10.2000 7,140.00 700.000 7,140 (F) (SUPPLY LINE) 067 BALL VALVE EA 524.7000 1,049.40 2.000 1,049 068 12" CORRUGATED HIGH DENSITY LF 109.8400 14,279.20 130.000 14,279 POLYETHYLENE PIPE CONDUIT 069 HYDROMULCH SQFT 0.1400 3,206.00 22,900.000 3,206 070 CLASS 2 AGGREGATE BASE (CY) CY 62.7400 156,222.60 2,715.370 170,362 071 PRIME COAT TON 1,184.6600 22,508.54 0.700 829 072 HOT MIX ASPHALT (TYPE A) TON 85.0000 755,650.00 10,996.020 934,661 073 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 337,700.00 2,689.130 295,804 074 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 20.5900 3,088.50 340.000 7,000 075 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 20.5900 3,500.30 170.000 3,500 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 20.5900 2,264.90 110.000 2,264 PROGRAM CAS145 PAGE 4 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1F7304 TIME 09:05 AM ESTIMATE NO. 041 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TACK COAT TON 676.3400 18,261.18 5.334 3,607 078 REMOVE ASPHALT CONCRETE DIKE LF 17.1300 1,884.30 105.800 1,812 079 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.5700 37,931.70 6,810.000 37,931 080 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 87.1800 173,226.66 1,987.000 173,226 081 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 125.2300 31,933.65 255.000 31,933 082 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 267.6600 6,156.18 23.000 6,156 083 42" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 270.1100 8,913.63 33.000 8,913 084 FURNISH PILING (CLASS 90) LF 56.3600 220,593.04 3,914.000 220,593 (ALTERNATIVE X) 085 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 1,127.2400 199,521.48 177.000 199,521 086 FURNISH PILING (CLASS 140) LF 61.9900 274,615.70 4,430.000 274,615 (ALTERNATIVE X) 087 DRIVE PILE (CLASS 140) EA 1,352.6900 202,903.50 150.000 202,903 (ALTERNATIVE X) 088 FURNISH PILING (CLASS 200) LF 78.9100 117,418.08 1,488.000 117,418 (ALTERNATIVE X) 089 DRIVE PILE (CLASS 200) (ALTERNATIVE EA 1,803.5700 90,178.50 50.000 90,178 X) 090 PRESTRESSING PRECAST GIRDER LS 106,257.8700 106,257.87 1.000 106,257 091 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 380.0000 192,660.00 507.000 192,660 (F) 092 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 656,400.00 1,094.000 656,400 (F) 093 STRUCTURAL CONCRETE, BRIDGE CY 776.8700 520,502.90 670.000 520,502 (F) (POLYMER FIBER) 094 STRUCTURAL CONCRETE, RETAINING WALL CY 923.8200 794,485.20 860.000 794,485 (F) 095 STRUCTURAL CONCRETE, APPROACH SLAB CY 719.4400 202,882.08 282.000 202,882 (F) (TYPE N) 096 STRUCTURAL CONCRETE, HEADWALL CY 3,199.2200 47,988.30 15.000 47,988 (F) 097 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,083.2298 5,091.18 0.000 0 (F) 098 CONCRETE SURFACE TEXTURE SQFT 88.2500 415,922.25 4,713.000 415,922 (F) (BI-COUNTY MURAL) 099 CONCRETE SURFACE TEXTURE SQFT 88.6100 262,640.04 2,964.000 262,640 (F) (FRACTURED RIB WITH RIBBON MOTIF) 100 FRACTURED RIB TEXTURE SQFT 25.6400 59,484.80 2,320.000 59,484 (F) 101 FURNISH PRECAST PRESTRESSED CONCRETE EA 40,000.0000 1,120,000.00 28.000 1,120,000 BULB-TEE GIRDER (110'-120') 102 ERECT PRECAST PRESTRESSED CONCRETE EA 5,107.8700 143,020.36 28.000 143,020 GIRDER 103 JOINT SEAL (MR 1 1/2") LF 65.0000 15,145.00 233.000 15,145 PROGRAM CAS145 PAGE 5 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1F7304 TIME 09:05 AM ESTIMATE NO. 041 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL (BRIDGE) LB 1.2600 656,535.60 521,060.000 656,535 (F) 105 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4100 269,733.00 191,300.000 269,733 (F) 106 REMOVE PEDESTRIAN BARRICADE EA 563.6200 1,127.24 2.000 1,127 107 PEDESTRIAN BARRICADE EA 3,381.7100 3,381.71 1.000 3,381 108 REMOVE RETAINING WALL (PORTION) (LS) LS 2,283.7800 2,283.78 1.000 2,283 109 BRIDGE REMOVAL LS 295,172.8600 295,172.86 1.000 295,172 110 24" CORRUGATED STEEL PIPE (.138" THICK) LF 119.9100 57,556.80 470.500 56,417 111 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 164.9400 7,422.30 44.600 7,356 (.138" THICK) 112 DRAINAGE INLET MARKER EA 50.7200 101.44 2.000 101 113 ABANDON CULVERT (LF) LF 28.6100 7,438.60 260.000 7,438 114 REMOVE PIPE (LF) LF 18.3500 4,220.50 227.200 4,169 115 REMOVE INLET EA 946.8800 946.88 1.000 946 116 REMOVE HEADWALL EA 1,386.5000 2,773.00 2.000 2,773 117 ADJUST FRAME AND GRATE TO GRADE EA 1,127.2400 1,127.24 0.000 0 118 CAP INLET EA 845.4300 2,536.29 3.000 2,536 119 ROCK SLOPE PROTECTION TON 211.1500 4,856.45 23.000 4,856 (1T, CLASS VIII, METHOD B) (TON) 120 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.1400 223.08 22.000 223 121 DETECTABLE WARNING SURFACE SQFT 37.2000 4,464.00 104.000 3,868 122 MINOR CONCRETE (MISCELLANEOUS CY 760.8806 2,358.73 2.900 2,206 CONSTRUCTION) 123 MINOR CONCRETE (CONCRETE MOW STRIP) CY 1,099.0600 34,070.86 26.860 29,520 124 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 760.8800 159,784.80 190.580 145,008 AND DRIVEWAY) 125 MINOR CONCRETE (ISLAND PAVING) CY 1,099.0600 3,846.71 3.430 3,769 126 MINOR CONCRETE (STAMPED CONCRETE) SQFT 12.8500 106,783.50 8,310.000 106,783 127 MINOR CONCRETE (CURB RAMP) CY 946.8792 4,545.02 4.800 4,545 128 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 11.1000 5,994.00 540.000 5,994 129 REMOVE CONCRETE (CURB AND GUTTER) LF 4.0700 7,529.50 2,296.300 9,345 130 REMOVE CONCRETE LF 7.0400 8,025.60 1,140.000 8,025 (CURB, GUTTER, AND SIDEWALK) (LF) PROGRAM CAS145 PAGE 6 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1F7304 TIME 09:05 AM ESTIMATE NO. 041 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MISCELLANEOUS IRON AND STEEL LB 2.8200 3,327.60 1,180.000 3,327 (F) 132 MANHOLE FRAME AND COVER EA 1,127.2400 1,127.24 0.000 0 133 MISCELLANEOUS METAL (BRIDGE) LB 13.5300 5,520.24 408.000 5,520 (F) 134 PREPARE AND STAIN CONCRETE SQFT 2.1400 56,485.30 26,395.000 56,485 135 COLTON GRAPHIC MOTIF PANEL EA 39,453.2900 78,906.58 2.000 78,906 136 TEMPORARY FENCE (TYPE CL-6) LF 16.9100 3,889.30 230.000 3,889 137 CHAIN LINK FENCE (TYPE CL-6) LF 30.4300 16,432.20 530.000 16,127 138 REMOVE FENCE LF 6.7600 5,070.00 617.030 4,171 139 REMOVE PAVEMENT MARKER EA 1.3500 1,728.00 481.000 649 140 GUARD RAILING DELINEATOR EA 56.3600 789.04 40.000 2,254 141 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7200 4,389.60 1,180.000 4,389 142 OBJECT MARKER (TYPE K-1) EA 90.1800 901.80 0.000 0 143 REMOVE ROADSIDE SIGN (WOOD POST) EA 107.0900 3,748.15 35.000 3,748 144 RELOCATE ROADSIDE SIGN-TWO POST EA 614.3500 614.35 0.000 0 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0700 3,528.90 270.000 3,528 (0.063"-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5300 216.48 16.000 216 (0.080"-UNFRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 37.2000 8,928.00 224.500 8,351 (0.063"-FRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.3200 5,133.60 230.000 5,133 (0.080"-FRAMED) 149 ROADSIDE SIGN - ONE POST EA 360.7200 6,132.24 17.000 6,132 150 ROADSIDE SIGN - TWO POST EA 777.7900 9,333.48 11.000 8,555 151 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 140.9000 1,690.80 12.000 1,690 METHOD) 152 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 326.9000 4,903.50 15.000 4,903 153 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 31.2800 17,829.60 912.500 28,543 154 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.6900 37,210.50 432.000 35,722 155 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 89.0500 70,794.75 699.000 62,245 (F) 156 TUBULAR HANDRAILING LF 140.9000 24,093.90 171.000 24,093 (F) 157 TRANSITION RAILING (TYPE WB-31) EA 4.0600 12.18 2.000 8 PROGRAM CAS145 PAGE 7 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1F7304 TIME 09:05 AM ESTIMATE NO. 041 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,003.2400 3,009.72 5.000 5,016 159 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,396.2200 17,584.88 3.000 13,188 160 ALTERNATIVE CRASH CUSHION SYSTEM EA 35,282.5200 70,565.04 1.000 35,282 161 CONCRETE BARRIER (TYPE 60M) LF 153.4000 6,136.00 49.800 7,639 162 CONCRETE BARRIER (TYPE 60MSF) LF 239.1500 66,962.00 280.000 66,962 163 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 101.3200 24,316.80 232.200 23,526 164 CONCRETE BARRIER (TYPE LF 312.7100 178,557.41 571.000 178,557 (F) 732SW MODIFIED) 165 CONCRETE BARRIER (TYPE 836A) LF 175.5000 45,981.00 262.000 45,981 (F) 166 CONCRETE BARRIER (TYPE LF 252.8800 37,173.36 147.000 37,173 (F) 836A MODIFIED) 167 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 244.8000 62,913.60 257.000 62,913 (F) 168 CONCRETE BARRIER TRANSITION LF 260.5300 9,118.55 35.000 9,118 (F) 169 REMOVE GUARDRAIL LF 7.8300 6,733.80 688.850 5,393 170 REMOVE CONCRETE BARRIER LF 38.6500 20,484.50 436.330 16,864 171 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0700 9,176.70 1,792.000 9,085 (ENHANCED WET NIGHT VISIBILITY) 172 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1800 35,990.00 30,434.000 35,912 (ENHANCED WET NIGHT VISIBILITY) 173 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 174 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 14,895.00 15,288.000 6,879 175 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.3000 1,560.00 420.000 546 176 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 90,488.8300 90,488.83 1.000 90,488 SYSTEM ELEMENTS DURING CONSTRUCTION 177 SIGNAL AND LIGHTING SYSTEM LS 292,558.6000 292,558.60 1.000 292,558 178 MODIFYING CAMERA SYSTEMS LS 33,845.1700 33,845.17 1.000 33,845 179 INTERCONNECTION CONDUIT AND CABLE (LS) LS 59,934.1500 59,934.15 1.000 59,934 180 FIBER OPTIC CABLE SYSTEMS LS 217,173.1800 217,173.18 1.000 217,173 181 TEMPORARY SIGNAL SYSTEMS LS 174,984.2300 174,984.23 1.000 174,984 182 MODIFYING LIGHTING SYSTEMS LS 219,758.5700 219,758.57 1.000 219,758 183 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 264,297.8800 264,297.88 1.000 264,297 184 MODIFYING RAMP METERING SYSTEMS LS 56,408.6200 56,408.62 1.000 56,408 PROGRAM CAS145 PAGE 8 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1F7304 TIME 09:05 AM ESTIMATE NO. 041 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 REMOVING LIGHTING SYSTEMS LS 21,153.2300 21,153.23 1.000 21,153 186 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 28,204.3100 28,204.31 1.000 28,204 187 REMOVING FIBER OPTIC CABLE SYSTEMS LS 5,640.8600 5,640.86 1.000 5,640 188 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 189 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 190 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6300 22,494.00 9,800.000 15,974 (ENHANCED WET NIGHT VISIBILITY) 191 WATER METER CHARGES (EA) EA 1,127.2400 2,254.48 2.000 2,254 192 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 193 CONTROL AND NEUTRAL CONDUCTORS LS 5,783.3400 5,783.34 1.000 5,783 (ARMOR-CLAD) 194 2 1/2" GATE VALVE EA 1,259.2700 1,259.27 1.000 1,259 PROGRAM CAS145 PAGE 9 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1F7304 TIME 09:05 AM ESTIMATE NO. 041 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,183.17 15,225,986.20 ADJUSTMENT OF COMPENSATION 63,125.13 131,252.81 EXTRA WORK 0.00 893,205.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 66,308.30 16,250,444.20 195 MOBILIZATION LS 1,330,000.0000 1,330,000.00 1.000 1,330,000 ORIGINAL CONTRACT AMOUNT 16,543,317.79 TOTAL WORK COMPLETED 66,308.30 17,580,444.20 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 66,308.30 17,580,444.20 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 03/25/21 547 06/07/21 06/07/21 04/30/25 573 236 73 0 96% 92% PROGRESS IS SATISFACTORY SHAHIDI, SHAINE RESIDENT ENGINEER