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. 016 TIME 10:46 AM R.E. NAME: ART PANNU 11-430324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0026 4,061.76 E.W. @ F.A.(+) 103125 N 0158.0 0027 3,004.99 110325 N 0159.0 0028 4,848.09 103025 N 0157.0 0029 6,500.09 122925 N 0167.0 0030 2,466.11 010226 N 0166.0 003 0001 273.78 E.W. @ F.A.(+) 111225 N 0178.0 009 0008 579.81 E.W. @ F.A.(+) 110525 N 0177.0 012 0056 3,276.17 E.W. @ F.A.(+) 103125 N 0152.0 0057 7,166.80 110625 N 0153.0 0058 1,474.32 111025 N 0154.0 0061 1,352.82 102325 N 0161.0 017 0008 3,607.65 E.W. @ F.A.(+) 111325 N 0156.0 020 0007 2,130.30 E.W. @ F.A.(+) 120925 N 0151.0 40,742.69 TOTAL THIS ESTIMATE 600,287.53 TOTAL PREVIOUS ESTIMATE 641,030.22 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. 016 TIME 10:46 AM R.E. NAME: ART PANNU 11-430324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 10% ITEM 6 & 7 -9,253.00 003 2024 ANNUAL CEM 4401 -10,000.00 003 5% ITEM 15 -9,738.00 003 4401 ANNUAL 2024 10,000.00 004 ITEM 6 DIFICIENCY -25,000.00 007 REL ITEMS 6,7&15 18,991.00 007 REL ITEM 6 DEFICIENC 25,000.00 008 30% 100% LOC3 ITM152 -4,336.20 011 30% 100% LOC2 ITM152 -9,339.30 011 25% TOTAL ITEMS ES -309,624.51 012 REJECTED MGS 15-1 -12,724.00 013 25% TOTAL ITEMS ES 309,624.51 013 25% MGS NONCOMPL -13,133.44 014 25% PERFOR WITHHOLDS -453,745.36 016 -453,745.36 -493,278.30 LABOR COMPLIANCE VIOLATION DEL APR 2025 CPR -10,000.00 007 PRTL APRIL 2025 DEL 5,000.00 009 RTND APR 2025 DEL 5,000.00 010 DEL JUNE 2025 CPR -5,000.00 011 DEL SEP 2025 CPR -5,000.00 012 RTND JUNE 2025 DEL 5,000.00 012 DEL SEP 2025 CPR-2 -5,000.00 013 DEL NOV 2025 CPR 5,000.00 014 PRTL SEP 2025 DEL 2,000.00 014 PRTL SEP 2025 DEL 2,000.00 014 DEL DEC 2025 CPR -5,000.00 015 DEL NOV 2025 CPR -5,000.00 015 DEL SEP 2025 CPR -1,000.00 015 DEL SEP 2025 CPR -2,000.00 015 DEL JAN 2026 CPR -5,000.00 016 RTND SEP 2025 DEL 2,000.00 016 -3,000.00 -17,000.00 TOTAL DEDUCTIONS -456,745.36 -510,278.30 PROGRAM CAS145 PAGE 1 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430324 TIME 10:46 AM ESTIMATE NO. 016 BID OPENING 07/17/24 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: ART PANNU DATE OF THIS ESTIMATE 02/20/26 LOCATION PROGRESS ESTIMATE 11-SD-805-14.6/23.7 ----------------- COFFMAN SPECIALTIES, INC. SAN DIEGO COUNTY IN SAN DIEGO FROM ROUTE 9685 VIA EXCELENCIA, SUITE 20 805/15 SEPARATION TO 0.1 MILE NORTH OF SAN DIEGO CA 92126 ROUTE 805/52 SEPARATION FED. AID NO. ACIM-8051(645)E MODIFY ELECTRICAL, CONCRETE PAVEMENT, DRAI ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 2,500.0000 2,500.00 0.500 1,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 2,025,000.00 12.000 54,000.00 249.000 1,120,500 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 66,000.00 6.000 36,000 005 HOURLY OFF-SITE HR 200.0000 8,000.00 14.000 2,800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 250,000.0000 250,000.00 0.007 1,750.00 0.542 135,500 007 TRAFFIC CONTROL SYSTEM LS 4,137,692.6400 4,137,692.64 0.026 107,580.01 0.553 2,288,144 008 TYPE II BARRICADE EA 150.0000 19,500.00 30.000 4,500.00 30.000 4,500 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.7500 10,807.50 1,934.000 5,318 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 79,300.00 36,800.000 36,800 011 LANE SEPARATION SYSTEMS EA 270.0000 102,600.00 0.000 0 012 TRAFFIC DRUM EA 55.0000 51,700.00 35.000 1,925.00 503.000 27,665 013 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 40.0000 13,200.00 80.000 3,200 SYSTEM 014 TEMPORARY PAVEMENT MARKER EA 4.2000 31,878.00 934.000 3,922 015 TEMPORARY BARRIER SYSTEM LF 18.0000 1,184,400.00 41,080.000 739,440 016 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 15,000.0000 75,000.00 0.134 2,010.00 2.767 41,505 017 TEMPORARY CRASH CUSHION TL-3 EA 6,000.0000 552,000.00 71.000 426,000 018 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 10,000.0000 100,000.00 2.222 22,220 SYSTEM 019 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.026 5,200.00 0.553 110,600 020 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 0.750 3,750 021 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 3,500.00 2.000 1,000 PROGRAM CAS145 PAGE 2 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430324 TIME 10:46 AM ESTIMATE NO. 016 BID OPENING 07/17/24 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: ART PANNU 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 10,000.00 1.000 2,000.00 1.000 2,000 024 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,500.0000 45,000.00 0.000 0 CONTROL) 025 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 96,000.00 139.000 55,600 026 TEMPORARY FIBER ROLL LF 7.0000 42,070.00 3,425.000 23,975.00 22,867.500 160,072 027 TEMPORARY CONSTRUCTION ENTRANCE EA 5,500.0000 77,000.00 3.000 16,500 028 STREET SWEEPING LS 250,000.0000 250,000.00 0.030 7,500.00 0.623 155,750 029 TEMPORARY CONCRETE WASHOUT LS 30,000.0000 30,000.00 0.030 900.00 0.546 16,380 030 TEMPORARY WATER MANAGEMENT SYSTEM LS 250,000.0000 250,000.00 0.500 125,000.00 0.500 125,000 031 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 032 MANAGE SOLID WASTE GENERATED BY THE HR 220.0000 242,000.00 40.000 8,800.00 256.000 56,320 PUBLIC 033 REMOVE YELLOW TRAFFIC STRIPE (HAZARDOUS LF 0.7000 92,400.00 14,496.000 10,147 WASTE) 034 TREATED WOOD WASTE LB 0.3000 64,800.00 65,860.000 19,758 035 REMOVE CONCRETE (CY) CY 500.0000 140,000.00 236.850 118,425 036 REMOVE CONCRETE (SQYD) SQYD 25.0000 27,250.00 1,499.580 37,489 037 TEMPORARY HIGH-VISIBILITY FENCE LF 10.0000 72,690.00 7,269.000 72,690 038 CLEARING AND GRUBBING (LS) LS 175,000.0000 175,000.00 0.750 131,250 039 ROADWAY EXCAVATION CY 750.0000 802,500.00 1,178.890 884,167 040 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 350.0000 752,500.00 90.000 31,500.00 1,241.600 434,560 DEPOSITED LEAD) 041 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 350.0000 7,700.00 0.000 0 DEPOSITED LEAD) 042 ROADSIDE CLEARING LS 600,000.0000 600,000.00 1.000 600,000 043 ROCK MULCH SQFT 5.5000 257,950.00 1,318.000 7,249.00 27,786.000 152,823 044 ROCK BLANKET SQFT 22.0000 371,800.00 0.000 0 045 WEED GERMINATION SQYD 0.2000 40,600.00 25,701.000 5,140.20 71,065.000 14,213 046 PACKET FERTILIZER EA 0.3000 37,800.00 5,314.000 1,594.20 5,314.000 1,594 047 SLOW-RELEASE FERTILIZER LB 5.1000 612.00 0.000 0 048 PLANT (GROUP H) (CARPOBROTUS EDULIS) EA 0.6000 10,368.60 0.000 0 (F) 049 PLANT (GROUP K) EA 530.0000 84,800.00 20.000 10,600.00 20.000 10,600 PROGRAM CAS145 PAGE 3 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430324 TIME 10:46 AM ESTIMATE NO. 016 BID OPENING 07/17/24 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: ART PANNU 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 PLANT (GROUP A) EA 13.2500 1,669,500.00 5,086.000 67,389.50 5,086.000 67,389 051 PLANT (GROUP B) EA 40.0000 76,400.00 0.000 0 052 PLANT (GROUP U) EA 130.0000 49,400.00 56.000 7,280.00 56.000 7,280 053 MAINTAIN EXISTING PLANTED AREAS LS 87,000.0000 87,000.00 0.040 3,480 054 PLANT ESTABLISHMENT WORK LS 125,000.0000 125,000.00 0.000 0 055 GRAVEL MULCH SQFT 4.5000 20,115.00 0.000 0 056 WOOD MULCH CY 62.0000 787,400.00 0.000 0 057 CHECK AND TEST EXISTING IRRIGATION LS 25,500.0000 25,500.00 1.000 25,500 FACILITIES 058 OPERATE EXISTING IRRIGATION FACILITIES LS 30,000.0000 30,000.00 0.030 900 059 REMOVE IRRIGATION FACILITY LS 140,000.0000 140,000.00 0.750 105,000 060 CONTROL AND NEUTRAL CONDUCTORS LS 550,000.0000 550,000.00 0.050 27,500.00 0.450 247,500 061 1" REMOTE CONTROL VALVE EA 1,600.0000 72,000.00 14.000 22,400 062 1 1/2" REMOTE CONTROL VALVE EA 1,700.0000 408,000.00 83.000 141,100 063 3" REMOTE CONTROL VALVE (MASTER) EA 2,850.0000 11,400.00 1.000 2,850.00 2.000 5,700 064 48 STATION IRRIGATION CONTROLLER AND EA 30,000.0000 30,000.00 0.750 22,500 ENCLOSURE '8A' 065 48 STATION IRRIGATION CONTROLLER AND EA 27,000.0000 27,000.00 0.750 20,250 ENCLOSURE '8B' 066 48 STATION IRRIGATION CONTROLLER AND EA 30,000.0000 30,000.00 0.750 22,500 ENCLOSURE '8-2A' 067 48 STATION IRRIGATION CONTROLLER AND EA 27,000.0000 27,000.00 0.750 20,250 ENCLOSURE '8-2B' 068 48 STATION IRRIGATION CONTROLLER AND EA 30,000.0000 30,000.00 0.750 22,500 ENCLOSURE '9A' 069 48 STATION IRRIGATION CONTROLLER AND EA 27,000.0000 27,000.00 0.800 21,600 ENCLOSURE '9B' 070 48 STATION IRRIGATION CONTROLLER AND EA 30,000.0000 30,000.00 0.800 24,000 ENCLOSURE '9-2A' 071 48 STATION IRRIGATION CONTROLLER AND EA 27,000.0000 27,000.00 0.750 20,250 ENCLOSURE '9-2B' 072 RECYCLED WATER IDENTIFICATION AND LS 6,800.0000 6,800.00 0.100 680 WARNING SIGNS 073 FLOW SENSOR EA 3,400.0000 13,600.00 1.000 3,400.00 2.000 6,800 074 TREE WELL SPRINKLER ASSEMBLY EA 84.0000 92,400.00 250.000 21,000 075 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 75.0000 77,250.00 399.000 29,925 076 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 150.0000 150,000.00 449.000 67,350 PROGRAM CAS145 PAGE 4 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430324 TIME 10:46 AM ESTIMATE NO. 016 BID OPENING 07/17/24 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: ART PANNU 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 RISER SPRINKLER ASSEMBLY EA 95.0000 2,280.00 0.000 0 078 POP-UP SPRINKLER ASSEMBLY EA 95.0000 855.00 9.000 855 079 REPLACE VALVE BOX COVER EA 150.0000 6,000.00 0.000 0 080 2" GATE VALVE EA 790.0000 72,680.00 38.000 30,020 081 3" GATE VALVE EA 2,000.0000 76,000.00 11.000 22,000 082 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 312,708.00 21,363.000 128,178 (F) LINE) 083 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.4100 181,056.86 12,367.000 79,272 (F) (SUPPLY LINE) 084 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.6500 51,790.20 2,767.000 18,400 (F) (SUPPLY LINE) 085 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.5000 93,165.00 5,922.000 44,415 (F) LINE) 086 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 3,735.00 40.000 360 (F) (SUPPLY LINE) 087 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 15.0000 192,540.00 310.000 4,650 (F) LINE) 088 4" PLASTIC PIPE (CLASS 315) (SUPPLY LF 23.0000 737,633.00 9,408.000 216,384 (F) LINE) 089 COMBINATION AIR RELEASE VALVE EA 210.0000 840.00 1.000 210 090 10" CORRUGATED HIGH DENSITY POLYETHYLENE LF 180.0000 34,200.00 40.000 7,200 PIPE CONDUIT 091 HYDROMULCH SQFT 0.3000 3,240.00 0.000 0 092 HYDROSEED SQFT 0.1600 99,680.00 0.000 0 093 COMPOST (CY) CY 50.0000 47,500.00 97.000 4,850.00 243.000 12,150 094 INCORPORATE MATERIALS SQFT 0.1500 2,835.00 0.000 0 095 CLASS 2 AGGREGATE BASE (CY) CY 200.0000 48,000.00 21.100 4,220.00 183.520 36,704 096 LEAN CONCRETE BASE RAPID SETTING CY 750.0000 217,500.00 345.373 259,029 097 BASE BOND BREAKER SQYD 10.0000 19,700.00 2,533.569 25,335 098 REPLACE ASPHALT CONCRETE SURFACING CY 450.0000 234,000.00 140.190 63,085 099 HOT MIX ASPHALT (TYPE A) TON 420.0000 289,800.00 105.000 44,100 100 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 230.0000 4,094,000.00 0.000 0 101 PLACE HOT MIX ASPHALT DIKE (TYPE E LF 15.0000 21,300.00 0.000 0 MODIFIED) 102 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 17,940.00 0.000 0 103 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 15,450.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430324 TIME 10:46 AM ESTIMATE NO. 016 BID OPENING 07/17/24 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: ART PANNU 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 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 10.0000 14,700.00 0.000 0 105 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 15,420.00 0.000 0 106 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 30,480.00 0.000 0 107 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 120.0000 21,600.00 262.010 31,441 AREA) 108 TACK COAT TON 850.0000 28,050.00 0.000 0 109 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 61,000.00 2,676.730 6,691 110 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 645,000.00 0.000 0 111 REMOVE BASE AND SURFACING CY 200.0000 13,000.00 47.000 9,400 112 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 1,750.0000 805,000.00 586.010 1,025,517 RANDOM 113 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 4,400.0000 44,000.00 0.000 0 114 GRIND EXISTING CONCRETE PAVEMENT SQYD 4.0000 404,000.00 0.000 0 115 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,850.0000 1,128,500.00 278.000 514,300 (SIGN FOUNDATION) 116 72" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,450.0000 823,200.00 183.000 448,350 (SIGN FOUNDATION) 117 STRUCTURAL CONCRETE, BRIDGE CY 6,000.0000 624,000.00 0.000 0 (F) 118 STRUCTURAL CONCRETE, HEADWALL CY 3,500.0000 283,500.00 0.000 0 (F) 119 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,600.0000 82,800.00 11.600 41,760.00 11.600 41,760 (F) 120 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 6,750.0000 405,000.00 0.000 0 121 DRILL AND BOND DOWEL LF 50.0000 5,300.00 0.000 0 122 JOINT SEAL (MR 1") LF 500.0000 4,000.00 0.000 0 123 BAR REINFORCING STEEL (BRIDGE) LB 2.0000 27,958.00 0.000 0 (F) 124 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 6.6000 7,128,000.00 0.000 0 125 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5200 561,600.00 0.000 0 126 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 101.0000 444,400.00 0.000 0 TRUSS) 127 REMOVE SIGN STRUCTURE (EA) EA 17,500.0000 420,000.00 0.000 0 128 MODIFY SIGN STRUCTURE EA 8,100.0000 8,100.00 0.000 0 129 REPAIR SPALLED SURFACE AREA SQFT 360.0000 687,600.00 0.000 0 130 BRIDGE REMOVAL (PORTION), LOCATION A LS 70,000.0000 70,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430324 TIME 10:46 AM ESTIMATE NO. 016 BID OPENING 07/17/24 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: ART PANNU 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 BRIDGE REMOVAL (PORTION), LOCATION B LS 70,000.0000 70,000.00 0.000 0 132 BRIDGE REMOVAL (PORTION), LOCATION C LS 70,000.0000 70,000.00 0.000 0 133 24" REINFORCED CONCRETE PIPE LF 220.0000 116,600.00 96.000 21,120.00 192.000 42,240 134 30" REINFORCED CONCRETE PIPE LF 785.0000 21,980.00 0.000 0 135 48" REINFORCED CONCRETE PIPE LF 441.0000 79,380.00 0.000 0 136 120" STRUCTURAL STEEL PLATE PIPE (.182" LF 12,500.0000 1,750,000.00 0.000 0 THICK) 137 4" PERFORATED PLASTIC PIPE UNDERDRAIN LF 20.0000 6,000.00 0.000 0 138 18" POLYMERIC SHEET COATED CORRUGATED LF 260.0000 70,200.00 42.000 10,920.00 84.000 21,840 STEEL PIPE DOWNDRAIN (0.109" THICK) 139 24" POLYMERIC SHEET COATED CORRUGATED LF 365.0000 27,740.00 0.000 0 STEEL PIPE DOWNDRAIN (.168" THICK) 140 48" POLYMERIC SHEET COATED CORRUGATED LF 465.0000 42,780.00 0.000 0 STEEL PIPE DOWNDRAIN (.138" THICK) 141 DRAINAGE INLET MARKER EA 50.0000 600.00 0.000 0 142 36" PRECAST CONCRETE PIPE RISER LF 630.0000 42,840.00 0.000 0 143 ABANDON CULVERT (LF) LF 350.0000 8,400.00 0.000 0 144 ADJUST FRAME AND COVER TO GRADE EA 2,400.0000 45,600.00 8.000 19,200 145 REMOVE CONCRETE (CHANNEL) CY 350.0000 1,750.00 5.000 1,750 146 CAP INLET EA 4,000.0000 4,000.00 0.000 0 147 CONCRETE INVERT PAVING CY 4,235.0000 122,815.00 0.000 0 148 30" CURED-IN-PLACE PIPELINER LF 585.0000 55,575.00 0.000 0 149 48" CURED-IN-PLACE PIPELINER LF 400.0000 212,000.00 0.000 0 150 CONCRETE (DITCH LINING) CY 3,500.0000 17,500.00 3.260 11,410.00 3.260 11,410 151 CONCRETE (CONCRETE APRON) CY 1,500.0000 19,500.00 5.470 8,205.00 5.470 8,205 152 SLOPE PAVING (EXPOSED AGGREGATE) CY 900.0000 189,000.00 78.650 70,785 153 ROCK SLOPE PROTECTION (3T, CLASS X, CY 450.0000 14,400.00 0.000 0 METHOD A) 154 DETECTABLE WARNING SURFACE SQFT 70.0000 51,100.00 262.800 18,396 155 MINOR CONCRETE (CURB AND GUTTER) CY 2,900.0000 5,800.00 0.000 0 156 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 19.0000 530,100.00 938.000 17,822.00 26,034.200 494,649 CONCRETE) 157 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 940.0000 188,000.00 141.710 133,207 RAMP) PROGRAM CAS145 PAGE 7 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430324 TIME 10:46 AM ESTIMATE NO. 016 BID OPENING 07/17/24 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: ART PANNU 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 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 2,400.0000 112,800.00 0.000 0 RAMP) (FAST SETTING CONCRETE) 159 PRE/POST CONSTRUCTION SURVEYS EA 1,850.0000 70,300.00 19.000 35,150 160 MISCELLANEOUS IRON AND STEEL LB 3.0000 28,254.00 2,386.000 7,158.00 2,386.000 7,158 (F) 161 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 3,000.0000 3,000.00 0.000 0 162 PAINT CURB (2-COAT) SQFT 2.9500 10,797.00 0.000 0 163 REMOVE DELINEATOR EA 20.0000 2,400.00 0.000 0 164 DELINEATOR (CLASS 1) EA 35.0000 12,250.00 0.000 0 165 GUARD RAILING DELINEATOR EA 35.0000 11,900.00 19.000 665.00 143.000 5,005 166 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8500 65,065.00 0.000 0 167 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 320.0000 640.00 0.000 0 168 REMOVE ROADSIDE SIGN EA 150.0000 13,800.00 0.000 0 169 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 165.0000 12,045.00 0.000 0 BRACKET METHOD) 170 RESET ROADSIDE SIGN EA 550.0000 550.00 0.000 0 171 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 32.0000 348,800.00 0.000 0 172 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 17,600.00 0.000 0 (0.063"-UNFRAMED) 173 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 20,130.00 0.000 0 (0.080"-UNFRAMED) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 2,024.00 0.000 0 (0.063"-FRAMED) 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.2500 1,441.50 0.000 0 (0.080"-FRAMED) 176 METAL (ROADSIDE SIGN) LB 10.6500 3,195.00 0.000 0 177 ROADSIDE SIGN - ONE POST EA 450.0000 73,800.00 0.000 0 178 ROADSIDE SIGN - TWO POST EA 850.0000 2,550.00 0.000 0 179 SIGN POST SUPPORT SYSTEM EA 4,500.0000 58,500.00 0.000 0 180 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 220.0000 28,160.00 0.000 0 METHOD) 181 INSTALL SIGN (MAST-ARM MOUNTED) EA 460.0000 14,260.00 0.000 0 182 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 51.0000 6,120.00 0.000 0 183 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 155.0000 6,510.00 0.000 0 POST 184 CONCRETE BARRIER (TYPE 5, PORTION) LF 540.0000 25,920.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430324 TIME 10:46 AM ESTIMATE NO. 016 BID OPENING 07/17/24 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: ART PANNU 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 (TYPE 9, PORTION) LF 620.0000 23,560.00 0.000 0 186 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 43.0000 117,820.00 543.800 23,383.40 743.800 31,983 187 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 43.0000 291,110.00 381.300 16,395.90 2,861.800 123,057 188 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 46.7000 133,095.00 550.000 25,685 189 MIDWEST GUARDRAIL SYSTEM (8' WOOD POST) LF 41.0000 184,910.00 3,438.750 140,988 190 VEGETATION CONTROL (MINOR CONCRETE) SQYD 105.0000 114,450.00 0.000 0 191 CABLE RAILING LF 120.0000 9,120.00 0.000 0 (F) 192 TRANSITION RAILING (TYPE AGT) EA 4,775.0000 38,200.00 2.000 9,550 193 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,050.0000 82,000.00 3.000 6,150.00 19.000 38,950 194 ALTERNATIVE CRASH CUSHION TL-2 EA 31,000.0000 62,000.00 0.000 0 195 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,675.0000 177,650.00 3.000 14,025.00 20.000 93,500 196 BURIED POST END ANCHOR (TYPE B-F) EA 2,750.0000 19,250.00 2.000 5,500 197 CONCRETE BARRIER (TYPE 60M) LF 300.0000 561,000.00 0.000 0 198 CONCRETE BARRIER (TYPE 60MF) LF 600.0000 1,212,000.00 0.000 0 199 CONCRETE BARRIER (TYPE 60MG) LF 500.0000 40,000.00 0.000 0 200 CONCRETE BARRIER (TYPE 60MGF) LF 900.0000 144,000.00 0.000 0 201 CONCRETE BARRIER (TYPE 60MS MODIFIED) LF 500.0000 115,000.00 222.000 111,000 202 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 740.0000 96,200.00 130.000 96,200 (F) 203 CONCRETE BARRIER TRANSITION LF 1,800.0000 799,200.00 416.500 749,700 (F) 204 REMOVE GUARDRAIL LF 10.0000 158,000.00 1,010.000 10,100.00 9,331.750 93,317 205 REMOVE CONCRETE BARRIER LF 100.0000 382,000.00 24.000 2,400.00 24.000 2,400 206 RECONSTRUCT METAL RAILING (BRIDGE) LF 200.0000 7,600.00 0.000 0 207 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.2500 121,800.00 0.000 0 WET NIGHT VISIBILITY) 208 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 13.6500 462,735.00 0.000 0 209 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 1,720.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 210 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1600 24,824.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 9 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430324 TIME 10:46 AM ESTIMATE NO. 016 BID OPENING 07/17/24 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: ART PANNU 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 ------------------------------------------------------------------------------------------------------------------------------------ 211 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1600 1,740.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 212 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4100 423,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 213 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.8700 10,490.70 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 214 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0200 30,502.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 215 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2300 369.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 216 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.3300 118,215.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 217 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.3200 26,448.00 2,135.000 4,953 218 12" RUMBLE STRIP (ASPHALT CONCRETE STA 200.0000 5,200.00 0.000 0 PAVEMENT) 219 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.9400 151,296.00 0.000 0 (WARRANTY) (BROKEN 12-3) 220 CONTRAST STRIPE PAINT (2-COAT) LF 0.4500 33,750.00 0.000 0 221 REMOVE TRAFFIC STRIPE LF 0.5500 248,050.00 22,432.000 12,337 222 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.9000 5,694.00 0.000 0 (WARRANTY) (BROKEN 17-7) 223 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.8000 1,235,000.00 0.000 0 (WARRANTY) (BROKEN 36-12) 224 ELECTRIC SERVICE FOR IRRIGATION LS 50,000.0000 50,000.00 0.000 0 225 RAMP METERING SYSTEM LS 520,000.0000 520,000.00 0.106 55,120.00 0.280 145,600 226 CENSUS STATION SYSTEM LS 1,050,000.0000 1,050,000.00 0.130 136,500 227 FLASHING BEACON SYSTEM LS 425,000.0000 425,000.00 0.000 0 228 FIBER OPTIC CABLE SYSTEMS LS 5,500,000.0000 5,500,000.00 0.009 49,500.00 0.455 2,502,500 229 MODIFYING LIGHTING SYSTEMS LS 3,900,000.0000 3,900,000.00 0.213 830,700.00 0.588 2,293,200 230 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 2,700,000.0000 2,700,000.00 0.034 91,800.00 0.116 313,200 231 MODIFYING RAMP METERING SYSTEMS LS 1,700,000.0000 1,700,000.00 0.032 54,400.00 0.264 448,800 232 MODIFYING TRAFFIC MONITORING STATIONS LS 165,000.0000 165,000.00 0.000 0 233 SUBSURFACE LOCATOR LS 800,000.0000 800,000.00 0.565 452,000 234 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 235 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 60,000.0000 60,000.00 0.500 30,000.00 0.500 30,000 PROGRAM CAS145 PAGE 10 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430324 TIME 10:46 AM ESTIMATE NO. 016 BID OPENING 07/17/24 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: ART PANNU 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 ------------------------------------------------------------------------------------------------------------------------------------ 236 INJECT CRACK (EPOXY) LF 1,000.0000 100,000.00 0.000 0 237 REMOVE CULVERT (LF) LF 65.0000 5,460.00 83.100 5,401 238 MINOR CONCRETE (STAMPED CONCRETE) SQFT 250.0000 21,250.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430324 TIME 10:46 AM ESTIMATE NO. 016 BID OPENING 07/17/24 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: ART PANNU 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 1,821,747.21 20,831,440.77 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 40,742.69 641,030.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,862,489.90 21,472,470.99 239 MOBILIZATION LS 7,686,500.0000 7,686,500.00 0.950 7,302,175 ORIGINAL CONTRACT AMOUNT 76,865,000.00 TOTAL WORK COMPLETED 1,862,489.90 28,774,645.99 MATERIALS ON HAND ON SITE -6,765.78 2,089,142.45 DEDUCTIONS -456,745.36 -510,278.30 TOTAL 1,398,978.76 30,353,510.14 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 09/10/24 700 11/05/24 11/05/24 10/21/27 249 69 0 0 37% 36% PROGRESS IS SATISFACTORY ART PANNU RESIDENT ENGINEER