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 02/20/26 EST. NO. 011 TIME 10:39 AM R.E. NAME: TIMOTHY POPPE 11-431274 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0008 325.00 E.W. @ F.A.(+) 013126 N FEB016 026 0004 216,238.35 E.W. @ U.P (+) 020326 N FEB017 048 0001 21,081.00 E.W. @ L.S.(+) 021826 N 1 237,644.35 TOTAL THIS ESTIMATE 1,683,028.57 TOTAL PREVIOUS ESTIMATE 1,920,672.92 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 02/20/26 EST. NO. 011 TIME 10:39 AM R.E. NAME: TIMOTHY POPPE 11-431274 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL JUNE 2025 CPR -5,000.00 004 RTND JUNE 2025 DEL 5,000.00 005 DEL AUG 2025 CPR -2,000.00 006 OTH SEP 2025 CPR -10,000.00 007 RTND AUG 2025DEL 2,000.00 007 DEL/OTH OCT 2025 CPR -10,000.00 008 DEL NOV 2025 CPR -10,000.00 009 PRTL OCT2025 DEL/OTH 6,000.00 009 PRTL SEP 2025 OTH 6,000.00 009 DEL DEC 2025 CPR -10,000.00 010 PRTL NOV 25 DEL/OTH 4,000.00 010 PRTL OCT 25 DEL/OTH 2,000.00 010 PRTL SEP 2025 OTH 2,000.00 010 DEL JAN 2026 CPR -10,000.00 011 -10,000.00 -30,000.00 OVERBID ITEMS OVERBID ITEM NO. 209 -300,749.70 003 OVERBID ITEM NO. 209 -150,374.85 005 OVERBID ITEM NO. 209 -120,299.88 006 0.00 -571,424.43 TOTAL DEDUCTIONS -10,000.00 -601,424.43 PROGRAM CAS145 PAGE 1 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-431274 TIME 10:39 AM ESTIMATE NO. 011 BID OPENING 10/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: TIMOTHY POPPE DATE OF THIS ESTIMATE 02/20/26 LOCATION PROGRESS ESTIMATE 11-SD-5-R0.3/R36.0 ----------------- KIEWIT INFRASTRUCTURE WEST CO. SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 12700 STOWE DRIVE, SUITE 180 CAMINO DE LA PLAZA OVERCROSSING TO 0.3 POWAY CA 92064 MILE SOUTH OF VIA DE LA VALLE UNDERCROSSING FED. AID NO. N O N E PAVEMENT REHAB, BRIDGE REHAB, DRAINAGE, AN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,826.2200 2,826.22 1.000 2,826 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 16,575.0000 16,575.00 0.500 8,287 003 TIME-RELATED OVERHEAD (WDAY) WDAY 18,473.8800 7,574,290.80 19.000 351,003.72 191.000 3,528,511 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 66,000.00 1.000 6,000.00 3.000 18,000 005 HOURLY OFF-SITE HR 200.0000 8,000.00 2.500 500.00 8.500 1,700 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 568,172.1800 568,172.18 0.047 26,704.09 0.449 255,109 007 DEVELOP WATER SUPPLY LS 1,414,308.4900 1,414,308.49 0.041 57,986.65 0.519 734,026 008 CONSTRUCTION AREA SIGNS LS 325,780.5200 325,780.52 0.018 5,864.05 0.586 190,907 009 TRAFFIC CONTROL SYSTEM LS 6,248,563.2200 6,248,563.22 0.046 287,433.91 0.466 2,911,830 010 TRAFFIC CONTROL SUPERVISOR DAY 1,885.6700 520,444.92 19.000 35,827.73 191.000 360,162 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 11.3000 4,068.00 84.000 949 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.3900 70,512.00 342.000 1,159.38 11,804.000 40,015 013 TRAFFIC DRUM EA 168.2200 82,427.80 56.000 9,420.32 329.000 55,344 014 TEMPORARY BARRIER SYSTEM LF 45.2700 1,018,575.00 2,000.000 90,540.00 13,520.000 612,050 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 30,240.3400 393,124.42 0.602 18,204.68 6.056 183,135 016 TEMPORARY AUTOMATED END OF QUEUE WARNING DAY 957.3700 234,555.65 245.000 234,555 SYSTEM (TYPE 1) 017 TEMPORARY CRASH CUSHION TL-3 EA 4,371.6500 187,980.95 6.000 26,229.90 42.000 183,609 018 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 21,194.0700 84,776.28 0.185 3,920.90 1.863 39,484 SYSTEM 019 JOB SITE MANAGEMENT LS 2,172,092.3000 2,172,092.30 0.046 99,916.25 0.466 1,012,195 020 STORMWATER POLLUTION PREVENTION PLAN LS 4,923.8100 4,923.81 0.750 3,692 021 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 0.000 0 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 305.9800 6,119.60 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-431274 TIME 10:39 AM ESTIMATE NO. 011 BID OPENING 10/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: TIMOTHY POPPE DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000 024 TEMPORARY DRAINAGE INLET PROTECTION EA 463.9000 115,975.00 157.000 72,832 025 TEMPORARY FIBER ROLL LF 7.5000 49,500.00 300.000 2,250.00 4,601.000 34,507 026 TEMPORARY CONSTRUCTION ENTRANCE EA 26,867.7200 161,206.32 6.000 161,206 027 STREET SWEEPING LS 586,120.2900 586,120.29 0.046 26,961.53 0.466 273,132 028 TEMPORARY CONCRETE WASHOUT LS 153,441.5200 153,441.52 0.046 7,058.31 0.466 71,503 029 HEALTH AND SAFETY PLAN LS 3,315.0000 3,315.00 1.000 3,315 030 MANAGE SOLID WASTE GENERATED BY THE HR 487.1000 354,608.80 43.000 20,945.30 173.000 84,268 PUBLIC 031 TREATED WOOD WASTE LB 0.4900 5,390.00 0.000 0 032 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 614.6600 29,503.68 0.000 0 033 TEMPORARY HIGH-VISIBILITY FENCE LF 8.3800 11,145.40 0.000 0 034 CLEARING AND GRUBBING (LS) LS 240,986.8100 240,986.81 0.120 28,918.42 0.720 173,510 035 ROADWAY EXCAVATION CY 217.2500 95,590.00 39.300 8,537.93 91.300 19,834 036 ROADSIDE CLEARING LS 349,253.5800 349,253.58 0.295 103,029 037 ROCK MULCH (TYPE 1) SQFT 13.9700 209,550.00 0.000 0 038 WEED GERMINATION SQYD 0.3800 7,942.00 4,340.000 1,649 039 PACKET FERTILIZER EA 0.6100 1,830.00 60.000 36.60 60.000 36 040 SLOW-RELEASE FERTILIZER LB 4.2500 4,377.50 191.380 813.37 312.380 1,327 041 PLANT (GROUP H) EA 0.9900 127,185.30 27,501.000 27,225.99 44,912.000 44,462 (F) 042 PLANT (GROUP A) EA 19.6700 48,978.30 0.000 0 043 PLANT (GROUP B) EA 67.4100 9,437.40 0.000 0 044 PLANT (GROUP U) EA 302.6900 15,134.50 20.000 6,053.80 20.000 6,053 045 PLANT ESTABLISHMENT WORK LS 172,182.0100 172,182.01 0.004 688.73 0.004 688 046 GRAVEL MULCH SQFT 9.2600 32,410.00 0.000 0 047 DECOMPOSED GRANITE SQFT 7.5700 18,092.30 0.000 0 048 WOOD MULCH CY 98.9600 20,781.60 0.000 0 049 CHECK AND TEST EXISTING IRRIGATION LS 38,767.1500 38,767.15 0.050 1,938.36 1.000 38,767 FACILITIES PROGRAM CAS145 PAGE 3 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-431274 TIME 10:39 AM ESTIMATE NO. 011 BID OPENING 10/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: TIMOTHY POPPE DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 OPERATE EXISTING IRRIGATION FACILITIES LS 28,988.0500 28,988.05 0.000 0 051 REMOVE IRRIGATION FACILITY LS 105,241.7400 105,241.74 0.850 89,455 052 SALVAGE IRRIGATION FACILITY LS 16,997.0100 16,997.01 0.690 11,727 053 CONTROL AND NEUTRAL CONDUCTORS LS 125,265.6200 125,265.62 0.250 31,316 054 1" REMOTE CONTROL VALVE EA 2,258.5100 11,292.55 2.000 4,517.02 2.000 4,517 055 1 1/2" REMOTE CONTROL VALVE EA 2,572.8300 79,757.73 1.000 2,572 056 2" REMOTE CONTROL VALVE (MASTER) EA 1,001.1900 7,008.33 0.000 0 057 48 AND 48 STATION IRRIGATION CONTROLLERS EA 64,029.8200 128,059.64 1.000 64,029 AND ENCLOSURES '183(A)' AND '184(A)' 058 48 STATION IRRIGATION CONTROLLER AND EA 24,564.1700 24,564.17 0.000 0 ENCLOSURE '17(A)' 059 48 STATION IRRIGATION CONTROLLER AND EA 24,447.7500 24,447.75 0.000 0 ENCLOSURE '17(B)' 060 48 STATION IRRIGATION CONTROLLER AND EA 24,447.7500 24,447.75 0.500 12,223 ENCLOSURE '17(C)' 061 48 STATION IRRIGATION CONTROLLER AND EA 23,399.9900 23,399.99 0.000 0 ENCLOSURE '17(D)' 062 48 STATION IRRIGATION CONTROLLER AND EA 43,307.4400 43,307.44 0.500 21,653 ENCLOSURE '181(A)' 063 48 STATION IRRIGATION CONTROLLER AND EA 37,486.5500 37,486.55 0.500 18,743 ENCLOSURE '181(B)' 064 48 STATION IRRIGATION CONTROLLER AND EA 37,835.8000 37,835.80 0.500 18,917 ENCLOSURE '182(A)' 065 48 STATION IRRIGATION CONTROLLER AND EA 40,746.2500 40,746.25 0.500 20,373 ENCLOSURE '183(B)' 066 48 STATION IRRIGATION CONTROLLER AND EA 37,486.5500 37,486.55 0.500 18,743 ENCLOSURE '185(B)' 067 48 STATION IRRIGATION CONTROLLER AND EA 37,835.8000 37,835.80 0.500 18,917 ENCLOSURE '186(A)' 068 48 STATION IRRIGATION CONTROLLER AND EA 37,835.8000 37,835.80 0.500 18,917 ENCLOSURE '187(A)' 069 RECYCLED WATER IDENTIFICATION AND LS 27,591.0300 27,591.03 0.000 0 WARNING SIGNS 070 ANTENNA MAST EA 6,961.7900 13,923.58 0.000 0 071 CERTIFY EXISTING BACKFLOW PREVENTERS LS 7,206.2700 7,206.27 0.000 0 072 FLOW SENSOR EA 3,748.6600 26,240.62 0.000 0 073 TREE WELL SPRINKLER ASSEMBLY EA 106.6400 3,199.20 0.000 0 074 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 99.4200 18,889.80 3.000 298.26 36.000 3,579 075 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 197.9100 14,051.61 9.000 1,781 076 RISER SPRINKLER ASSEMBLY EA 128.0600 4,097.92 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-431274 TIME 10:39 AM ESTIMATE NO. 011 BID OPENING 10/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: TIMOTHY POPPE DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REPLACE VALVE BOX COVER EA 360.9000 115,488.00 0.000 0 078 REPLACE VALVE BOX EA 454.0300 21,793.44 0.000 0 079 2" GATE VALVE EA 1,012.8400 16,205.44 1.000 1,012.84 2.000 2,025 080 3" GATE VALVE EA 2,747.4600 8,242.38 1.000 2,747 081 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.3100 46,531.38 35.000 325.85 620.000 5,772 (F) LINE) 082 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 9.9500 34,337.45 75.000 746.25 785.000 7,810 (F) (SUPPLY LINE) 083 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.4800 18,612.48 478.000 5,009 (F) (SUPPLY LINE) 084 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 11.7600 16,393.44 160.000 1,881 (F) LINE) 085 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 13.8500 24,126.70 5.000 69 (F) (SUPPLY LINE) 086 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 31.2000 145,236.00 283.000 8,829 (F) LINE) 087 4" PLASTIC PIPE (CLASS 315) (SUPPLY LF 45.6400 34,732.04 219.000 9,995.16 419.000 19,123 (F) LINE) 088 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 512.2400 10,244.80 0.000 0 PIPE CONDUIT 089 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,769.5500 17,695.50 0.000 0 090 HYDROMULCH SQFT 0.1200 53,400.00 0.000 0 091 HYDROSEED SQFT 0.2000 89,000.00 0.000 0 092 COMPOST (CY) CY 116.4200 12,806.20 0.000 0 093 CLASS 2 AGGREGATE BASE (CY) CY 130.0200 71,511.00 124.700 16,213.49 303.200 39,422 094 BASE BOND BREAKER SQYD 6.3500 125,730.00 12,590.893 79,952 095 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,446.1100 56,398.29 0.160 231.38 0.160 231 096 HOT MIX ASPHALT (TYPE A) TON 428.8000 244,416.00 48.140 20,642.43 235.570 101,012 097 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 218.6700 4,657,671.00 44.980 9,835 098 DATA CORE LS 9,431.1600 9,431.16 0.000 0 099 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 8.8000 6,688.00 55.000 484 100 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.8000 1,672.00 87.000 765.60 87.000 765 101 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 8.8000 880.00 87.000 765.60 87.000 765 102 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 69.1600 61,552.40 341.300 23,604.31 479.700 33,176 AREA) 103 TACK COAT TON 943.1200 132,036.80 0.310 292 PROGRAM CAS145 PAGE 5 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-431274 TIME 10:39 AM ESTIMATE NO. 011 BID OPENING 10/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: TIMOTHY POPPE DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 507.2100 10,144.20 0.000 0 105 REMOVE ASPHALT CONCRETE DIKE LF 16.0200 17,622.00 25.000 400 106 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.6000 1,214,400.00 95.000 437 107 DRILL AND BOND (DOWEL BAR) EA 32.7900 426,270.00 88.000 2,885.52 9,968.000 326,850 108 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,131.7900 7,922,530.00 6,785.387 7,679,633 109 REMOVE CONCRETE PAVEMENT AND BASE CY 508.8000 3,561,600.00 6,779.217 3,449,265 110 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,989.7100 478,353.60 51.000 152,475.21 51.000 152,475 (SIGN FOUNDATION) 111 72" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 3,307.7600 205,081.12 0.000 0 (SIGN FOUNDATION) 112 AGGREGATE BASE (APPROACH SLAB) CY 631.2900 155,297.34 15.000 9,469 113 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,123.9500 5,207,925.40 1,859.000 3,948,423 R) 114 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,088.6600 613,299.00 81.440 332,980 (F) 115 PAVING NOTCH EXTENSION CF 375.3200 270,230.40 501.000 188,035 116 CLEAN EXPANSION JOINT LF 88.9500 96,777.60 1,088.000 96,777 117 JOINT SEAL (MR 1/2") LF 45.6200 33,393.84 0.000 0 118 JOINT SEAL (MR 1") LF 86.3600 91,196.16 0.000 0 119 BONDED JOINT SEAL (MR 1 1/2") LF 103.0300 26,890.83 0.000 0 120 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 10.2400 1,894,400.00 17,014.000 174,223 121 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.9500 175,750.00 0.000 0 122 REMOVE PEDESTRIAN BARRICADE EA 1,203.6500 2,407.30 0.000 0 123 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 7,851.3600 15,702.72 0.000 0 124 REMOVE SIGN STRUCTURE (EA) EA 8,905.5000 62,338.50 4.000 35,622.00 4.000 35,622 125 REMOVE BRIDGE MOUNTED SIGN EA 7,887.7300 15,775.46 0.000 0 126 PEDESTRIAN BARRICADE EA 5,189.1500 10,378.30 0.000 0 127 REPAIR SPALLED SURFACE AREA SQFT 215.3500 122,749.50 0.000 0 128 18" REINFORCED CONCRETE PIPE LF 1,684.7400 202,168.80 42.000 70,759.08 60.000 101,084 129 24" REINFORCED CONCRETE PIPE LF 1,326.6400 835,783.20 498.000 660,666 130 30" REINFORCED CONCRETE PIPE LF 574.8700 264,440.20 500.000 287,435 PROGRAM CAS145 PAGE 6 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-431274 TIME 10:39 AM ESTIMATE NO. 011 BID OPENING 10/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: TIMOTHY POPPE DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 42" REINFORCED CONCRETE PIPE LF 1,916.0000 49,816.00 25.700 49,241 132 72" REINFORCED CONCRETE PIPE LF 1,970.5300 15,764.24 0.000 0 133 48" CORRUGATED STEEL PIPE (.109" THICK) LF 1,663.8600 61,562.82 40.000 66,554 134 18" POLYMERIC SHEET COATED CORRUGATED LF 941.8700 197,792.70 147.200 138,643 STEEL PIPE DOWNDRAIN (0.109" THICK) 135 24" POLYMERIC SHEET COATED CORRUGATED LF 992.5800 218,367.60 260.000 258,070 STEEL PIPE DOWNDRAIN (0.109" THICK) 136 30" POLYMERIC SHEET COATED CORRUGATED LF 1,967.9800 27,551.72 9.500 18,695 STEEL PIPE DOWNDRAIN (0.138" THICK) 137 18" CONCRETE FLARED END SECTION EA 4,559.9300 4,559.93 1.000 4,559 138 36" REINFORCED CONCRETE PIPE RISER LF 1,684.1100 77,469.06 0.000 0 139 ABANDON CULVERT (LF) LF 25.5600 16,102.80 0.000 0 140 CONCRETE INVERT PAVING CY 6,272.7200 940,908.00 0.000 0 141 SAND BACKFILL CY 334.3000 117,005.00 0.000 0 142 24" CURED-IN-PLACE PIPELINER LF 312.2600 131,149.20 105.000 32,787 143 30" CURED-IN-PLACE PIPELINER LF 450.5900 238,812.70 132.500 59,703 144 36" CURED-IN-PLACE PIPELINER LF 4,154.2200 33,233.76 2.000 8,308 145 48" CURED-IN-PLACE PIPELINER LF 1,011.3100 151,696.50 37.500 37,924 146 50" X 31" CURED-IN-PLACE PIPELINER LF 3,127.1200 59,415.28 4.750 14,853 147 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 1,026.1700 4,104.68 4.440 4,556 METHOD B) (CY) 148 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 87.2900 1,222.06 10.000 872 149 DETECTABLE WARNING SURFACE SQFT 40.1800 13,661.20 0.000 0 150 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 3,835.7400 218,637.18 2.000 7,671 AND DRIVEWAY) 151 PRE/POST CONSTRUCTION SURVEYS EA 6,226.9800 87,177.72 0.000 0 152 MISCELLANEOUS IRON AND STEEL LB 7.2500 22,438.75 239.000 1,732.75 956.000 6,931 (F) 153 CHAIN LINK FENCE (TYPE CL-4) LF 58.7800 15,870.60 0.000 0 154 CHAIN LINK FENCE (TYPE CL-6) LF 56.9900 39,323.10 0.000 0 155 CHAIN LINK FENCE (TYPE CL-8) LF 318.8900 5,421.13 0.000 0 156 REMOVE FENCE LF 20.7000 20,079.00 260.000 5,382 157 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.2200 42,918.00 14.000 87.08 344.000 2,139 PROGRAM CAS145 PAGE 7 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-431274 TIME 10:39 AM ESTIMATE NO. 011 BID OPENING 10/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: TIMOTHY POPPE DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 REMOVE ROADSIDE SIGN EA 251.7300 2,769.03 0.000 0 159 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 167.8200 3,020.76 0.000 0 BRACKET METHOD) 160 REMOVE SIGN PANEL EA 2,035.5400 8,142.16 0.000 0 161 RESET ROADSIDE SIGN EA 766.3900 766.39 0.000 0 162 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 53.4300 27,249.30 0.000 0 163 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 73.7900 309,180.10 0.000 0 164 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 31.6100 17,385.50 0.000 0 165 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.8700 5,791.50 0.000 0 (0.063"-UNFRAMED) 166 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.4300 17,727.60 0.000 0 (0.080"-UNFRAMED) 167 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.5400 5,169.60 0.000 0 (0.063"-FRAMED) 168 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.1000 11,271.00 0.000 0 (0.080"-FRAMED) 169 ROADSIDE SIGN - ONE POST EA 570.5900 9,700.03 0.000 0 170 ROADSIDE SIGN - TWO POST EA 1,885.2000 5,655.60 0.000 0 171 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 206.9800 4,760.54 0.000 0 METHOD) 172 INSTALL SIGN (ACRYLIC FOAM TAPE METHOD) EA 335.6400 4,027.68 0.000 0 173 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.5400 28,333.80 0.000 0 174 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 195.7900 31,326.40 0.000 0 POST 175 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 60.0400 16,811.20 0.000 0 176 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 53.7400 47,828.60 0.000 0 177 TRANSITION RAILING (TYPE AGT) EA 7,727.0400 23,181.12 0.000 0 178 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,842.9700 11,371.88 0.000 0 179 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 6,030.5400 24,122.16 0.000 0 180 ALTERNATIVE CRASH CUSHION TL-3 EA 60,517.4200 60,517.42 0.000 0 181 CONCRETE BARRIER (TYPE 60M) LF 556.8200 11,136.40 0.000 0 182 CONCRETE BARRIER (TYPE 60MF) LF 579.7900 86,968.50 0.000 0 183 CONCRETE BARRIER (TYPE 60MS) LF 489.8200 107,760.40 0.000 0 184 CONCRETE BARRIER (TYPE 60MSA) LF 296.8000 20,182.40 0.000 0 PROGRAM CAS145 PAGE 8 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-431274 TIME 10:39 AM ESTIMATE NO. 011 BID OPENING 10/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: TIMOTHY POPPE DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER TRANSITION LF 497.2000 522,060.00 0.000 0 (F) 186 REMOVE GUARDRAIL LF 33.1300 25,510.10 0.000 0 187 REMOVE CONCRETE BARRIER LF 106.3000 147,757.00 0.000 0 188 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.4800 57,664.00 0.000 0 WET NIGHT VISIBILITY) 189 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4700 7,497.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 190 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0900 349,030.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 191 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.1100 9,019.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 192 12" THERMOPLASTIC TRAFFIC STRIPE LF 5.0300 101,103.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 193 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.6500 3,503.00 42.000 237.30 84.000 474 194 6" RUMBLE STRIP (ASPHALT CONCRETE STA 93.9300 147,470.10 0.000 0 PAVEMENT) 195 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.2200 29,234.00 0.000 0 (WARRANTY) (BROKEN 12-3) 196 CONTRAST STRIPE PAINT (2-COAT) LF 0.6800 10,880.00 0.000 0 197 REMOVE TRAFFIC STRIPE LF 1.2400 140,120.00 729.000 903.96 11,074.000 13,731 198 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 18.0900 515,565.00 0.000 0 (WARRANTY) 199 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.4300 11,403.00 0.000 0 (WARRANTY) (BROKEN 17-7) 200 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.0900 364,953.00 0.000 0 (WARRANTY) (BROKEN 36-12) 201 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 22.6100 27,132.00 0.000 0 (WARRANTY) 202 ELECTRIC SERVICE FOR IRRIGATION LS 72,051.9400 72,051.94 0.000 0 203 TRAFFIC MONITORING STATION SYSTEM LS 6,780,704.8100 6,780,704.81 0.257 1,742,641.14 0.476 3,227,615 204 CAMERA SYSTEMS LS 1,313,666.1900 1,313,666.19 0.330 433,509 205 MODIFYING LIGHTING SYSTEMS LS 7,447.3900 7,447.39 0.000 0 206 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 579,988.0600 579,988.06 0.003 1,739.96 0.044 25,519 207 MODIFYING RAMP METERING SYSTEMS LS 145,953.5700 145,953.57 0.000 0 208 MODIFYING CENSUS SYSTEM LS 596,173.4900 596,173.49 0.059 35,174 PROGRAM CAS145 PAGE 9 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-431274 TIME 10:39 AM ESTIMATE NO. 011 BID OPENING 10/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: TIMOTHY POPPE DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,240,342.11 34,041,897.64 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 237,644.35 1,920,672.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,477,986.46 35,962,570.56 209 MOBILIZATION LS 8,503,429.0000 8,503,429.00 0.950 8,078,257 ORIGINAL CONTRACT AMOUNT 79,019,295.99 TOTAL WORK COMPLETED 3,477,986.46 44,040,828.11 MATERIALS ON HAND ON SITE 742,743.74 DEDUCTIONS -10,000.00 -601,424.43 TOTAL 3,467,986.46 44,182,147.42 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 209 MOBILIZATION 7,901,929.59 8,503,429.00 601,499.41 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 01/28/25 660 04/14/25 04/14/25 01/05/28 191 22 0 0 54% 29% PROGRESS IS SATISFACTORY TIMOTHY POPPE RESIDENT ENGINEER