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 04/21/25 EST. NO. 003 TIME 08:25 AM R.E. NAME: MIKE GARRETT 06-0W90U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 04/21/25 EST. NO. 003 TIME 08:25 AM R.E. NAME: MIKE GARRETT 06-0W90U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM 2406 -10,000.00 003 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W90U4 TIME 08:25 AM ESTIMATE NO. 003 BID OPENING 06/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: MIKE GARRETT DATE OF THIS ESTIMATE 04/21/25 LOCATION PROGRESS ESTIMATE 06-TUL-198-R11.6/R11.9 ----------------- 06-TUL-216-R0.0/2.7 TEICHERT CONSTRUCTION TULARE COUNTY IN AND NEAR VISALIA ON ROUTE 3500 AMERICAN RIVER DR 216 FROM 0.2 MILE SOUTH OF LOVERS LANE SACRAMENTO CA 95864 UNDERCROSSING TO 0.2 MILE EAST OF MCAULIFF STREET AND ON ROUTE 198 FROM 0.1 MILE WEST FED. AID NO. ACNH-P216(7)E HMA AND MODIFYING SIGNAL AND LIGHTING SYST ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 6,300.0000 1,386,000.00 18.000 113,400.00 18.000 113,400 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 16,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 75,000.0000 75,000.00 0.080 6,000.00 0.080 6,000 007 CONSTRUCTION AREA SIGNS LS 232,300.0000 232,300.00 0.750 174,225 008 TRAFFIC CONTROL SYSTEM LS 1,235,600.6400 1,235,600.64 0.080 98,848.05 0.080 98,848 009 TRAFFIC CONTROL SUPERVISOR DAY 1,575.0000 338,625.00 11.000 17,325.00 18.000 28,350 010 TYPE III BARRICADE EA 125.0000 13,750.00 33.000 4,125.00 33.000 4,125 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 8.0000 36,080.00 266.000 2,128.00 266.000 2,128 012 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 24.3000 21,627.00 0.000 0 013 TRAFFIC DRUM EA 55.0000 114,400.00 288.000 15,840.00 288.000 15,840 014 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 90.0000 13,500.00 27.000 2,430.00 27.000 2,430 SYSTEM 015 TEMPORARY PAVEMENT MARKER EA 10.0000 2,100.00 0.000 0 016 TEMPORARY BARRIER SYSTEM LF 21.0000 228,900.00 230.000 4,830.00 230.000 4,830 017 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 43,500.0000 43,500.00 0.080 3,480.00 0.080 3,480 018 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 65,000.0000 65,000.00 0.080 5,200.00 0.080 5,200 019 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,100.0000 73,800.00 2.000 8,200.00 2.000 8,200 020 TEMPORARY TRAFFIC SCREEN LF 5.5000 56,650.00 230.000 1,265.00 230.000 1,265 021 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 1,925.0000 17,325.00 1.000 1,925.00 1.000 1,925 SYSTEM 022 JOB SITE MANAGEMENT LS 67,300.0000 67,300.00 0.080 5,384.00 0.080 5,384 PROGRAM CAS145 PAGE 2 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W90U4 TIME 08:25 AM ESTIMATE NO. 003 BID OPENING 06/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: MIKE GARRETT DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORMWATER POLLUTION PREVENTION PLAN LS 4,000.0000 4,000.00 0.500 2,000 024 RAIN EVENT ACTION PLAN EA 500.0000 175,000.00 0.000 0 025 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 026 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 812.2500 1,624.50 0.000 0 CONTROL) 027 TEMPORARY HYDRAULIC MULCH SQYD 0.2900 3,219.00 0.000 0 028 TEMPORARY HYDROSEED SQYD 1.1100 12,321.00 0.000 0 029 TEMPORARY DRAINAGE INLET PROTECTION EA 455.4300 5,920.59 30.000 13,662.90 54.000 24,593 030 TEMPORARY FIBER ROLL LF 4.4300 8,106.90 0.000 0 031 TEMPORARY CONSTRUCTION ENTRANCE EA 5,200.0000 20,800.00 2.000 10,400.00 3.000 15,600 032 STREET SWEEPING LS 270,000.0000 270,000.00 0.000 0 033 TEMPORARY CONCRETE WASHOUT LS 22,000.0000 22,000.00 0.000 0 034 TREATED WOOD WASTE LB 0.9000 15,840.00 0.000 0 035 BIRD EXCLUSION DEVICES LS 15,000.0000 15,000.00 0.900 13,500 036 TEMPORARY HIGH-VISIBILITY FENCE LF 44.5100 1,780.40 0.000 0 037 CLEARING AND GRUBBING (LS) LS 172,200.0000 172,200.00 0.750 129,150 038 ROADWAY EXCAVATION CY 59.0000 1,162,300.00 778.950 45,958.05 778.950 45,958 039 STRUCTURE EXCAVATION (RETAINING WALL) CY 270.3400 184,642.22 318.000 85,968.12 318.000 85,968 (F) 040 STRUCTURE BACKFILL (RETAINING WALL) CY 873.4000 286,475.20 0.000 0 (F) 041 ROADSIDE CLEARING LS 40,404.0400 40,404.04 0.000 0 042 ROCK BLANKET SQFT 17.3500 244,635.00 0.000 0 043 SOIL AMENDMENT CY 191.9200 15,161.68 0.000 0 044 RELOCATE BOOSTER PUMP EA 10,101.0100 10,101.01 0.000 0 045 PACKET FERTILIZER EA 0.5100 4,023.90 0.000 0 046 MYCORRHIZAE INOCULANT LB 9.0900 2,908.80 0.000 0 047 PLANT (GROUP A) EA 17.1700 126,199.50 0.000 0 048 PLANT (GROUP U) EA 181.8200 32,727.60 0.000 0 049 MAINTAIN EXISTING PLANTED AREAS LS 1,919.1900 1,919.19 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W90U4 TIME 08:25 AM ESTIMATE NO. 003 BID OPENING 06/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: MIKE GARRETT DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT ESTABLISHMENT WORK LS 39,494.9500 39,494.95 0.000 0 051 GRAVEL MULCH SQFT 9.0800 3,178.00 0.000 0 052 WOOD MULCH CY 41.4100 226,926.80 0.000 0 053 PIPE BOLLARD EA 808.0800 2,424.24 0.000 0 054 CHECK AND TEST EXISTING IRRIGATION LS 10,101.0100 10,101.01 1.000 10,101 FACILITIES 055 OPERATE EXISTING IRRIGATION FACILITIES LS 10,101.0100 10,101.01 0.000 0 056 REMOVE IRRIGATION FACILITY LS 29,838.3200 29,838.32 0.000 0 057 SALVAGE IRRIGATION FACILITY LS 7,070.7100 7,070.71 0.000 0 058 CONTROL AND NEUTRAL CONDUCTORS LS 45,454.5500 45,454.55 0.000 0 (ARMOR-CLAD) 059 1 1/2" REMOTE CONTROL VALVE EA 1,919.1900 7,676.76 0.000 0 060 2" REMOTE CONTROL VALVE EA 2,020.2000 14,141.40 0.000 0 061 2" WYE STRAINER ASSEMBLY EA 1,818.1800 5,454.54 0.000 0 062 48 STATION IRRIGATION CONTROLLER (WALL EA 28,282.8300 28,282.83 0.000 0 MOUNTED) 063 SOLAR POWERED IRRIGATION CONTROLLER EA 3,030.3000 3,030.30 0.000 0 064 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 38.3800 8,827.40 0.000 0 (F) 065 2 1/2" BACKFLOW PREVENTER ASSEMBLY EA 9,090.9100 18,181.82 0.000 0 066 POP-UP SPRINKLER ASSEMBLY EA 136.3600 68,180.00 0.000 0 067 2" GATE VALVE EA 1,818.1800 16,363.62 0.000 0 068 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0500 37,667.95 0.000 0 (F) LINE) 069 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0600 23,761.26 0.000 0 (F) LINE) 070 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0700 9,601.06 0.000 0 (F) (SUPPLY LINE) 071 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.0700 9,311.19 0.000 0 (F) (SUPPLY LINE) 072 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 10.1000 38,359.80 0.000 0 (F) LINE) 073 2 1/2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 11.1100 6,032.73 0.000 0 (F) LINE) 074 BALL VALVE EA 1,818.1800 7,272.72 0.000 0 075 6" WELDED STEEL PIPE CONDUIT LF 121.2100 30,302.50 0.000 0 076 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W90U4 TIME 08:25 AM ESTIMATE NO. 003 BID OPENING 06/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: MIKE GARRETT DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 812.2500 1,624.50 0.000 0 078 HYDROMULCH SQFT 0.0300 2,973.00 0.000 0 079 FIBER ROLLS LF 3.3300 20,379.60 0.000 0 080 HYDROSEED SQFT 0.1200 11,892.00 0.000 0 081 COMPOST (CY) CY 70.4100 43,654.20 0.000 0 082 CLASS 2 AGGREGATE BASE (CY) CY 89.3600 938,280.00 0.000 0 083 SEGMENT CORRECTION EA 11,200.0000 33,600.00 0.000 0 084 HOT MIX ASPHALT (TYPE A) TON 128.0000 3,123,200.00 0.000 0 085 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 152.0000 904,400.00 0.000 0 086 DATA CORE LS 69,000.0000 69,000.00 0.000 0 087 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 6,760.00 0.000 0 088 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 840.00 0.000 0 089 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 4,520.00 0.000 0 090 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 65.0000 22,100.00 0.000 0 AREA) 091 TACK COAT TON 1,300.0000 111,800.00 0.000 0 092 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.6000 179,140.00 0.000 0 093 GRIND EXISTING CONCRETE PAVEMENT SQYD 1,000.0000 12,000.00 0.000 0 094 STRUCTURAL CONCRETE, RETAINING WALL CY 1,637.6300 407,769.87 80.000 131,010.40 80.000 131,010 (F) 095 STRUCTURAL CONCRETE, BOX CULVERT CY 1,985.0000 361,270.00 0.000 0 (F) 096 STRUCTURAL CONCRETE, HEADWALL CY 3,327.2607 18,632.66 0.000 0 (F) 097 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,400.0000 68,000.00 0.000 0 (F) 098 BAR REINFORCING STEEL (RETAINING WALL) LB 2.7000 71,760.60 8,600.000 23,220.00 8,600.000 23,220 (F) 099 BAR REINFORCING STEEL (BOX CULVERT) LB 4.6800 14,746.68 0.000 0 (F) 100 REFINISH CONCRETE SURFACE SQFT 72.7800 14,847.12 0.000 0 101 BRIDGE REMOVAL (PORTION), LOCATION A LS 46,789.5200 46,789.52 1.000 46,789.52 1.000 46,789 102 BRIDGE REMOVAL (PORTION), LOCATION B LS 46,789.5200 46,789.52 0.000 0 103 18" REINFORCED CONCRETE PIPE LF 1,300.0000 16,900.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W90U4 TIME 08:25 AM ESTIMATE NO. 003 BID OPENING 06/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: MIKE GARRETT DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" REINFORCED CONCRETE PIPE LF 210.0000 121,800.00 0.000 0 105 DRAINAGE INLET MARKER EA 666.0200 1,332.04 0.000 0 106 24" ALTERNATIVE FLARED END SECTION EA 2,020.0000 12,120.00 0.000 0 107 ABANDON CULVERT (LF) LF 105.0000 4,725.00 0.000 0 108 REMOVE CULVERT (LF) LF 76.0000 6,840.00 0.000 0 109 REMOVE DOWNDRAIN (EA) EA 1,100.0000 2,200.00 0.000 0 110 REMOVE REINFORCED CONCRETE BOX CULVERT LF 3,125.0000 21,875.00 0.000 0 (LF) 111 REMOVE INLET EA 1,050.0000 4,200.00 0.000 0 112 REMOVE HEADWALL EA 2,100.0000 10,500.00 0.000 0 113 REMOVE CONCRETE (CHANNEL) CY 255.0000 17,595.00 0.000 0 114 SAND BACKFILL CY 1,620.0000 27,540.00 0.000 0 115 SLOPE PAVING (CONCRETE) CY 2,081.0600 116,539.36 0.000 0 116 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 332.0000 3,984.00 0.000 0 METHOD B) (CY) 117 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 120.0000 2,880.00 0.000 0 118 MINOR CONCRETE (GUTTER) (LF) LF 68.6200 26,418.70 0.000 0 119 DETECTABLE WARNING SURFACE SQFT 33.6700 21,212.10 0.000 0 120 MINOR CONCRETE (MISCELLANEOUS CY 612.2400 648,974.40 162.570 99,531.86 162.570 99,531 CONSTRUCTION) 121 MINOR CONCRETE (TEXTURED PAVING) CY 881.6300 59,069.21 0.000 0 122 REMOVE CONCRETE (CURB, GUTTER, AND CY 95.5300 89,798.20 237.200 22,659.72 237.200 22,659 SIDEWALK) (CY) 123 PRE/POST CONSTRUCTION SURVEYS EA 1,000.0000 45,000.00 0.000 0 124 MISCELLANEOUS IRON AND STEEL LB 6.0000 22,734.00 0.000 0 (F) 125 MANHOLE FRAME AND COVER (PRESSURE) EA 3,600.0000 3,600.00 0.000 0 126 LIGHTING (CITY STREET) LS 920,540.8700 920,540.87 0.000 0 127 4" PVC SEWER PIPE (CITY OF VISALIA) LF 200.0000 8,800.00 0.000 0 128 8" PVC SEWER PIPE (CITY OF VISALIA) LF 150.0000 9,000.00 0.000 0 129 15" PVC SEWER PIPE (CITY OF VISALIA) LF 130.0000 45,500.00 0.000 0 130 ABANDON PIPELINE (SEWER) (CITY OF LF 37.0000 17,390.00 0.000 0 VISALIA) PROGRAM CAS145 PAGE 6 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W90U4 TIME 08:25 AM ESTIMATE NO. 003 BID OPENING 06/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: MIKE GARRETT DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CAP SEWER MANHOLE (CITY OF VISALIA) EA 3,300.0000 3,300.00 0.000 0 132 MANHOLE FRAME AND COVER (CITY OF EA 1,615.0000 6,460.00 0.000 0 VISALIA) 133 15" CURED-IN-PLACE PIPELINER (CITY OF LF 134.6700 56,561.40 0.000 0 VISALIA) 134 CLEANING, INSPECTING, AND PREPARING LF 39.5600 16,615.20 0.000 0 SANITARY SEWER MAINS (CITY OF VISALIA) 135 48" PRECAST CONCRETE SEWER MANHOLE (CITY LF 950.0000 46,550.00 0.000 0 OF VISALIA) 136 15' STEEL SWING BARRIER GATE EA 9,543.1500 9,543.15 0.000 0 137 20' STEEL DOUBLE SWING BARRIER GATE EA 13,401.0200 26,802.04 0.000 0 138 SURVEY MONUMENT (TYPE A) EA 725.0000 8,700.00 0.000 0 139 ADJUST ACCESS BOX FRAME AND COVER EA 1,420.0000 109,340.00 10.000 14,200.00 10.000 14,200 (UTILITY) 140 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 1,935.0000 61,920.00 0.500 967.50 0.500 967 141 RESET MAILBOX EA 815.3000 8,968.30 0.000 0 142 CHAIN LINK FENCE (TYPE CL-6) LF 34.5200 95,965.60 0.000 0 143 WROUGHT IRON FENCE LF 412.6500 383,764.50 0.000 0 144 4' CHAIN LINK GATE (TYPE CL-6) EA 1,725.8900 1,725.89 0.000 0 145 WROUGHT IRON GATE EA 7,138.3000 7,138.30 0.000 0 146 16' CHAIN LINK DOUBLE GATE (TYPE CL-6) EA 3,451.7800 10,355.34 0.000 0 147 REMOVE FENCE LF 9.6400 30,751.60 132.000 1,272.48 132.000 1,272 148 SALVAGE WROUGHT IRON FENCE LF 35.5300 2,629.22 0.000 0 149 SALVAGE WROUGHT IRON GATE EA 659.9000 659.90 0.000 0 150 REMOVE PAVEMENT MARKER EA 2.0300 103.53 10.000 20.30 10.000 20 151 DELINEATOR (CLASS 1) EA 70.7100 2,333.43 0.000 0 152 GUARD RAILING DELINEATOR EA 45.6900 1,599.15 0.000 0 153 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0800 13,740.80 6.000 36.48 6.000 36 154 OBJECT MARKER EA 116.1600 2,787.84 0.000 0 155 REMOVE ROADSIDE SIGN EA 131.3100 15,757.20 17.000 2,232.27 17.000 2,232 156 REMOVE ROADSIDE SIGN PANEL EA 85.8600 772.74 0.000 0 157 RESET ROADSIDE SIGN EA 202.0200 2,020.20 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W90U4 TIME 08:25 AM ESTIMATE NO. 003 BID OPENING 06/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: MIKE GARRETT DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.6300 14,524.50 0.000 0 (0.063"-UNFRAMED) 159 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.3800 3,345.00 0.000 0 (0.080"-UNFRAMED) 160 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.7200 7,819.20 0.000 0 (0.063"-FRAMED) 161 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.2200 888.80 0.000 0 (0.080"-FRAMED) 162 ROADSIDE SIGN - ONE POST EA 681.8200 109,091.20 0.000 0 163 ROADSIDE SIGN - TWO POST EA 1,136.3600 9,090.88 0.000 0 164 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 136.3600 2,318.12 0.000 0 METHOD) 165 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 388.8900 7,388.91 0.000 0 166 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 40.6100 121,423.90 0.000 0 167 VEGETATION CONTROL (MINOR CONCRETE) SQYD 113.1400 183,286.80 0.000 0 168 TUBULAR HANDRAILING LF 304.5700 67,005.40 0.000 0 (F) 169 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 65.9900 2,507.62 0.000 0 POST) 170 CABLE RAILING LF 161.1600 62,046.60 0.000 0 (F) 171 TRANSITION RAILING (TYPE AGT) EA 4,467.0100 4,467.01 0.000 0 172 END CAP (TYPE TC) EA 406.0900 406.09 0.000 0 173 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,878.1700 9,390.85 0.000 0 174 ALTERNATIVE CRASH CUSHION TL-2 EA 37,243.1600 74,486.32 0.000 0 175 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,771.5700 38,172.56 0.000 0 176 ALTERNATIVE CRASH CUSHION TL-3 EA 49,933.5200 49,933.52 0.000 0 177 CONCRETE BARRIER (TYPE 60MD) LF 245.4500 53,999.00 0.000 0 178 CONCRETE BARRIER (TYPE 60MS MODIFIED) LF 804.0400 72,363.60 0.000 0 179 REMOVE GUARDRAIL LF 9.1400 3,930.20 0.000 0 180 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.1000 98,820.00 0.000 0 WET NIGHT VISIBILITY) 181 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 787.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 182 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 19,594.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 183 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 353.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) PROGRAM CAS145 PAGE 8 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W90U4 TIME 08:25 AM ESTIMATE NO. 003 BID OPENING 06/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: MIKE GARRETT DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 PAINT TRAFFIC STRIPE (2-COAT) LF 3.0400 1,884.80 0.000 0 185 PAINT PAVEMENT MARKING (2-COAT) SQFT 5.0600 8,045.40 0.000 0 186 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6200 84,888.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 187 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 1,797.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 188 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.4300 25,029.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 189 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.4300 850.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 190 12" THERMOPLASTIC TRAFFIC STRIPE LF 5.0600 2,884.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 191 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 8.1000 15,633.00 67.000 542.70 67.000 542 192 METHYL METHACRYLATE PAINT TRAFFIC STRIPE SQFT 14.1800 133,292.00 0.000 0 CROSSWALK AND PAVEMENT MARKING 193 ELECTRIC SERVICE FOR IRRIGATION LS 20,456.4600 20,456.46 0.000 0 194 RAMP METERING SYSTEM LS 92,054.0900 92,054.09 0.024 2,209.30 0.024 2,209 195 TRAFFIC MONITORING STATION SYSTEM LS 383,558.7000 383,558.70 0.010 3,835.59 0.010 3,835 196 TEMPORARY SIGNAL SYSTEMS LS 153,423.4800 153,423.48 0.000 0 197 MODIFYING LIGHTING SYSTEMS LS 136,092.7300 136,092.73 0.000 0 198 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 2,659,340.2900 2,659,340.29 0.015 39,890.10 0.015 39,890 199 MODIFYING TRAFFIC MONITORING STATIONS LS 40,912.9300 40,912.93 0.000 0 200 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 201 ROOT BARRIER LF 10.1000 3,737.00 0.000 0 202 RISER SPRINKLER ASSEMBLY EA 116.1600 813.12 0.000 0 203 8" CORRUGATED HIGH DENSITY POLYETHYLENE LF 31.3100 66,064.10 0.000 0 PIPE CONDUIT PROGRAM CAS145 PAGE 9 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W90U4 TIME 08:25 AM ESTIMATE NO. 003 BID OPENING 06/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: MIKE GARRETT DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 834,787.34 1,194,918.67 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 834,787.34 1,194,918.67 204 MOBILIZATION LS 2,470,411.9000 2,470,411.90 0.500 1,235,205.95 0.500 1,235,205 ORIGINAL CONTRACT AMOUNT 24,704,119.00 TOTAL WORK COMPLETED 2,069,993.29 2,430,124.62 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 2,059,993.29 2,420,124.62 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 09/13/24 720 00/00/00 00/00/00 10/05/26 18 74 0 0 10% 3% PROGRESS IS SATISFACTORY MIKE GARRETT RESIDENT ENGINEER