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 08/21/24 EST. NO. 002 TIME 10:10 AM R.E. NAME: JASON KLINE 05-0N74V4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 9,220.78 E.W. @ F.A.(+) 062724 N 005.0 0002 9,121.45 062824 N 006.0 0003 15,685.56 070124 N 0003.0 0004 1,082.00 062724 N 0004.0 35,109.79 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 35,109.79 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 08/21/24 EST. NO. 002 TIME 10:10 AM R.E. NAME: JASON KLINE 05-0N74V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 10:10 AM ESTIMATE NO. 002 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/21/24 LOCATION PROGRESS ESTIMATE 05-SB-101-9.2/9.7 ----------------- GRANITE CONSTRUCTION COMPANY SANTA BARBARA COUNTY AT MONTECITO FROM 0.2 PO BOX 50085 MILE NORTH OF SHEFFIELD DRIVE WATSONVILLE CA 95077 UNDERCROSSING TO 0.3 MILE SOUTH OF SAN YSIDRO ROAD OVERCROSSING FED. AID NO. ACNH-Q101(426)E HIGHWAY 101: CARPINTERIA TO SANTA BARBARA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,500.0000 6,500.00 1.000 6,500 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 2,000.0000 2,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 16,700.0000 9,519,000.00 21.000 350,700.00 32.000 534,400 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 60,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 6,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 165,000.0000 165,000.00 0.300 49,500 007 TRAFFIC CONTROL SYSTEM LS 2,807,194.0000 2,807,194.00 0.037 103,866.18 0.056 157,202 008 TRAFFIC CONTROL SUPERVISOR DAY 1,050.0000 598,500.00 21.000 22,050.00 32.000 33,600 009 TYPE III BARRICADE EA 95.0000 855.00 0.000 0 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 22.0000 11,220.00 186.000 4,092 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.5000 228,200.00 11,262.000 39,417.00 21,162.000 74,067 012 CHANNELIZER (SURFACE MOUNTED) EA 145.0000 15,950.00 81.000 11,745.00 81.000 11,745 013 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 215.0000 122,550.00 21.000 4,515.00 32.000 6,880 SYSTEM 014 TEMPORARY PAVEMENT MARKER EA 6.5000 6,565.00 430.000 2,795.00 563.000 3,659 015 TEMPORARY BARRIER SYSTEM LF 26.0000 637,000.00 8,912.000 231,712.00 11,612.000 301,912 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 185,000.0000 185,000.00 0.037 6,845.00 0.056 10,360 017 TEMPORARY AUTOMATED END OF QUEUE WARNING DAY 200.0000 114,000.00 21.000 4,200.00 32.000 6,400 SYSTEM (TYPE 1) 018 END OF QUEUE MONITORING AND WARNING WITH EA 5,750.0000 115,000.00 5.000 28,750.00 10.000 57,500 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 019 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 10,500.0000 178,500.00 5.000 52,500.00 5.000 52,500 020 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 15,800.0000 31,600.00 2.000 31,600.00 2.000 31,600 SYSTEM 021 JOB SITE MANAGEMENT LS 495,000.0000 495,000.00 0.037 18,315.00 0.056 27,720 PROGRAM CAS145 PAGE 2 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 10:10 AM ESTIMATE NO. 002 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 0.000 0 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 550.0000 19,800.00 0.000 0 024 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 025 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 550.0000 6,600.00 0.000 0 CONTROL) 026 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.6000 31,680.00 0.000 0 MATRIX) 027 TEMPORARY CHECK DAM LF 51.0000 56,610.00 0.000 0 028 TEMPORARY DRAINAGE INLET PROTECTION EA 450.0000 22,950.00 0.000 0 029 TEMPORARY FIBER ROLL LF 7.5000 112,500.00 0.000 0 030 TEMPORARY GRAVEL BAG BERM LF 47.0000 29,610.00 0.000 0 031 TEMPORARY LARGE SEDIMENT BARRIER LF 52.0000 57,720.00 0.000 0 032 TEMPORARY CONSTRUCTION ENTRANCE EA 18,000.0000 144,000.00 2.000 36,000.00 2.000 36,000 033 STREET SWEEPING LS 950,000.0000 950,000.00 0.037 35,150.00 0.056 53,200 034 TEMPORARY CONCRETE WASHOUT LS 61,000.0000 61,000.00 0.000 0 035 TREATED WOOD WASTE LB 0.7500 22,125.00 10,240.000 7,680.00 10,240.000 7,680 036 BAT AND BIRD EXCLUSION DEVICES LS 100,000.0000 100,000.00 0.060 6,000.00 0.060 6,000 037 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000.00 1.000 75,000 038 ROADWAY EXCAVATION CY 105.0000 1,092,000.00 2,722.370 285,848.85 2,722.370 285,848 039 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 160.0000 228,800.00 0.000 0 DEPOSITED LEAD) 040 ROADWAY EXCAVATION (TYPE R-1) (AERIALLY CY 130.0000 159,900.00 518.190 67,364.70 518.190 67,364 DEPOSITED LEAD) 041 STRUCTURE EXCAVATION (BRIDGE) CY 1,145.0000 6,890,610.00 800.000 916,000.00 800.000 916,000 (F) 042 STRUCTURE BACKFILL (BRIDGE) CY 475.0000 1,289,625.00 0.000 0 (F) 043 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 2.0000 46,000.00 0.000 0 A1 044 SUBGRADE ENHANCEMENT GEOGRID SQYD 9.0000 207,000.00 0.000 0 045 ROADSIDE CLEARING LS 36,000.0000 36,000.00 1.000 36,000.00 1.000 36,000 046 ROCK BLANKET SQFT 50.0000 20,500.00 0.000 0 047 2" SUPPLY LINE (BRIDGE) LF 345.0000 317,055.00 0.000 0 (F) 048 3" SUPPLY LINE (BRIDGE) LF 335.0000 85,425.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 10:10 AM ESTIMATE NO. 002 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 20.0000 5,640.00 0.000 0 (F) LINE) 050 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 40.0000 5,440.00 0.000 0 (F) LINE) 051 2" SPRINKLER CONTROL CONDUIT LF 12.0000 6,492.00 0.000 0 (F) 052 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 385.0000 50,050.00 0.000 0 PIPE CONDUIT 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 675.0000 2,025.00 0.000 0 054 BONDED FIBER MATRIX (SQFT) SQFT 0.3000 9,000.00 0.000 0 055 FIBER ROLLS LF 6.2500 16,875.00 0.000 0 056 HYDROSEED SQFT 0.7000 3,556.00 0.000 0 057 COMPOST (CY) CY 85.0000 18,700.00 0.000 0 058 INCORPORATE MATERIALS SQFT 0.3000 7,470.00 0.000 0 059 CLASS 1 AGGREGATE SUBBASE CY 125.0000 385,000.00 0.000 0 060 CLASS 2 AGGREGATE BASE (CY) CY 170.0000 125,800.00 225.967 38,414.39 225.967 38,414 061 HOT MIX ASPHALT (TYPE A) TON 226.0000 1,118,700.00 505.990 114,353.74 505.990 114,353 062 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 3.0000 115,500.00 0.000 0 063 CONTINUOUSLY REINFORCED CONCRETE CY 695.0000 4,788,550.00 0.000 0 PAVEMENT 064 NEXT GENERATION CONCRETE SURFACING SQYD 13.5000 1,067,850.00 0.000 0 065 FURNISH STEEL PILING (PP 18 X 0.625) LF 170.0000 923,780.00 0.000 0 066 DRIVE STEEL PILE (PP 18 X 0.625) EA 5,400.0000 399,600.00 0.000 0 067 FURNISH STEEL PILING (HP 14 X 117) LF 130.0000 885,820.00 0.000 0 068 DRIVE STEEL PILE (HP 14 X 117) EA 4,300.0000 490,200.00 0.000 0 069 STRUCTURAL CONCRETE, SLOPE PAVING CY 2,525.0000 813,050.00 0.000 0 (F) 070 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 900.0000 728,100.00 0.000 0 (F) 071 STRUCTURAL CONCRETE, BRIDGE CY 1,650.0000 1,773,750.00 0.000 0 (F) 072 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 1,700.0000 714,000.00 0.000 0 (F) FIBER) 073 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,550.0000 517,700.00 0.000 0 (F) N MODIFIED) 074 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,650.0000 1,029,600.00 0.000 0 (F) N MODIFIED II) 075 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,000.0000 762,000.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 10:10 AM ESTIMATE NO. 002 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 DRILL AND BOND DOWEL LF 31.0000 26,443.00 0.000 0 077 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,000.0000 1,023,000.00 0.000 0 DECK UNIT (SLAB TYPE) (50'-60') 078 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,000.0000 891,000.00 0.000 0 DECK UNIT (SLAB TYPE) (60'-70') 079 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,000.0000 858,000.00 0.000 0 DECK UNIT (SLAB TYPE) (70'-80') 080 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 9,000.0000 756,000.00 0.000 0 UNIT 081 JOINT SEAL (MR 1/2") LF 160.0000 38,880.00 0.000 0 082 JOINT SEAL (MR 1") LF 180.0000 81,000.00 0.000 0 083 BAR REINFORCING STEEL (BRIDGE) LB 2.0000 483,348.00 0.000 0 (F) 084 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 3.0000 22,035.00 0.000 0 (F) COATED) 085 BRIDGE REMOVAL (PORTION), LOCATION A LS 850,000.0000 850,000.00 0.000 0 086 BRIDGE REMOVAL (PORTION), LOCATION B LS 750,000.0000 750,000.00 0.000 0 087 BRIDGE REMOVAL (PORTION), LOCATION C LS 850,000.0000 850,000.00 0.000 0 088 18" ALTERNATIVE PIPE CULVERT LF 275.0000 222,750.00 0.000 0 089 24" ALTERNATIVE PIPE CULVERT LF 285.0000 74,100.00 0.000 0 090 30" ALTERNATIVE PIPE CULVERT LF 450.0000 44,100.00 0.000 0 091 18" REINFORCED CONCRETE PIPE LF 350.0000 521,500.00 0.000 0 092 30" REINFORCED CONCRETE PIPE LF 475.0000 30,400.00 0.000 0 093 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 105.0000 16,800.00 0.000 0 094 18" ALTERNATIVE FLARED END SECTION EA 5,800.0000 23,200.00 0.000 0 095 30" ALTERNATIVE FLARED END SECTION EA 8,400.0000 8,400.00 0.000 0 096 ABANDON CULVERT (LF) LF 136.0000 4,080.00 0.000 0 097 REMOVE CULVERT (LF) LF 60.0000 79,800.00 48.600 2,916.00 48.600 2,916 098 REMOVE LINED DITCH LF 44.0000 1,584.00 22.500 990.00 22.500 990 099 REMOVE INLET EA 4,200.0000 71,400.00 0.000 0 100 REMOVE HEADWALL EA 3,900.0000 7,800.00 0.000 0 101 REMOVE MANHOLE EA 3,500.0000 7,000.00 0.000 0 102 ADJUST INLET EA 7,600.0000 38,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 10:10 AM ESTIMATE NO. 002 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CAP INLET EA 4,400.0000 4,400.00 0.000 0 104 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 570.0000 18,240.00 0.000 0 METHOD B) (CY) 105 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 37.0000 4,070.00 0.000 0 106 MINOR CONCRETE (CURB) (LF) LF 115.0000 4,600.00 0.000 0 107 MINOR CONCRETE DIKE (TYPE F) LF 56.0000 225,680.00 0.000 0 108 MISCELLANEOUS IRON AND STEEL LB 2.5000 41,980.00 0.000 0 (F) 109 MISCELLANEOUS METAL (BRIDGE) LB 30.0000 155,220.00 0.000 0 (F) 110 PREPARE AND STAIN CONCRETE SQFT 33.0000 120,846.00 0.000 0 111 TEMPORARY FENCE LF 60.0000 113,400.00 505.000 30,300.00 505.000 30,300 112 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 66.0000 254,100.00 0.000 0 113 4' CHAIN LINK GATE (TYPE CL-6, EA 4,700.0000 28,200.00 0.000 0 VINYL-CLAD) 114 REMOVE CHAIN LINK FENCE LF 13.0000 28,730.00 505.000 6,565.00 505.000 6,565 115 REMOVE DELINEATOR EA 85.0000 6,885.00 0.000 0 116 DELINEATOR (CLASS 1) EA 106.0000 2,968.00 0.000 0 117 GUARD RAILING DELINEATOR EA 59.0000 354.00 0.000 0 118 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.7500 5,130.00 0.000 0 119 MILEPOST MARKER EA 175.0000 175.00 0.000 0 120 OBJECT MARKER (TYPE P) EA 190.0000 4,560.00 9.000 1,710.00 9.000 1,710 121 OBJECT MARKER (TYPE K-1) EA 125.0000 125.00 0.000 0 122 REMOVE MARKER EA 150.0000 600.00 0.000 0 123 REMOVE ROADSIDE SIGN EA 250.0000 1,000.00 0.000 0 124 RESET ROADSIDE SIGN EA 525.0000 2,100.00 0.000 0 125 RELOCATE ROADSIDE SIGN EA 525.0000 1,575.00 0.000 0 126 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 2,880.00 -99.000 -1,584.00 0.000 0 (0.063"-UNFRAMED) 127 METAL (BARRIER MOUNTED SIGN) LB 32.0000 13,440.00 0.000 0 128 ROADSIDE SIGN - ONE POST EA 750.0000 4,500.00 -9.000 -6,750.00 0.000 0 129 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 275.0000 1,925.00 0.000 0 METHOD) PROGRAM CAS145 PAGE 6 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 10:10 AM ESTIMATE NO. 002 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 300.0000 300.00 0.000 0 POST 131 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 78.0000 276,120.00 0.000 0 132 VEGETATION CONTROL (MINOR CONCRETE) SQYD 160.0000 356,800.00 0.000 0 133 DOUBLE THRIE BEAM BARRIER (TYPE M MOD) LF 172.0000 182,320.00 0.000 0 134 DOUBLE THRIE BEAM BARRIER (BRIDGE) LF 368.0000 135,792.00 0.000 0 (F) 135 DOUBLE THRIE BEAM BARRIER (TYPE M) LF 172.0000 302,720.00 0.000 0 136 CONCRETE BARRIER TRANSITION (TYPE MOD1) LF 782.0000 23,460.00 0.000 0 137 CONCRETE BARRIER TRANSITION (TYPE MOD2) LF 510.0000 13,260.00 0.000 0 138 CONCRETE BARRIER (TYPE 60MSC MOD1) LF 420.0000 214,200.00 0.000 0 139 CABLE RAILING LF 205.0000 4,920.00 0.000 0 (F) 140 TRANSITION RAILING (TYPE AGT) EA 10,900.0000 65,400.00 0.000 0 141 TRANSITION RAILING TO DOUBLE THRIE BEAM EA 6,075.0000 12,150.00 0.000 0 BARRIER 142 END CAP (TYPE A) EA 975.0000 4,875.00 0.000 0 143 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 7,700.0000 7,700.00 0.000 0 144 SEVERE-DUTY CRASH CUSHION TL-3 EA 75,800.0000 75,800.00 0.000 0 145 CONCRETE BARRIER (TYPE 60M MOD1) LF 320.0000 96,000.00 0.000 0 146 CONCRETE BARRIER (TYPE 60MS) LF 485.0000 28,130.00 0.000 0 147 CONCRETE BARRIER (TYPE 60MC MOD1) LF 435.0000 1,696,500.00 569.400 247,689 148 CONCRETE BARRIER (TYPE 60AP MOD1) LF 1,350.0000 81,000.00 12.000 16,200 149 CONCRETE BARRIER (TYPE 60AP) LF 1,350.0000 16,200.00 0.000 0 150 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 750.0000 454,500.00 0.000 0 (F) 151 REMOVE BARRIER LF 23.0000 8,970.00 112.000 2,576.00 385.000 8,855 152 REMOVE GUARDRAIL LF 15.0000 24,750.00 1,670.000 25,050.00 1,670.000 25,050 153 REMOVE CONCRETE BARRIER LF 25.0000 43,000.00 0.000 0 154 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 11.0000 10,780.00 0.000 0 WET NIGHT VISIBILITY) 155 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 43,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 156 12" THERMOPLASTIC TRAFFIC STRIPE LF 11.0000 14,850.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 7 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 10:10 AM ESTIMATE NO. 002 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 260.0000 31,200.00 0.000 0 158 CONTRAST STRIPE PAINT (1-COAT) LF 0.6000 17,820.00 1,176.000 705.60 1,176.000 705 159 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 22.0000 38,940.00 0.000 0 (WARRANTY) 160 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.8500 3,510.00 0.000 0 (WARRANTY) (BROKEN 17-7) 161 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.8500 107,055.00 0.000 0 (WARRANTY) (BROKEN 36-12) 162 MODIFYING LIGHTING SYSTEMS LS 45,000.0000 45,000.00 0.000 0 163 MODIFYING TRAFFIC MONITORING STATIONS LS 30,000.0000 30,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 08/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74V4 TIME 10:10 AM ESTIMATE NO. 002 BID OPENING 02/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JASON KLINE DATE OF THIS ESTIMATE 08/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,589,300.46 3,346,480.64 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 35,109.79 35,109.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,624,410.25 3,381,590.43 164 MOBILIZATION LS 6,382,100.0000 6,382,100.00 0.500 3,191,050.00 0.500 3,191,050 ORIGINAL CONTRACT AMOUNT 63,821,017.00 TOTAL WORK COMPLETED 5,815,460.25 6,572,640.43 MATERIALS ON HAND ON SITE 531,351.51 531,351.51 DEDUCTIONS 0.00 0.00 TOTAL 6,346,811.76 7,103,991.94 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 06/07/24 570 07/03/24 07/03/24 10/16/26 31 1 0 0 10% 5% PROGRESS IS SATISFACTORY JASON KLINE RESIDENT ENGINEER