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 09/07/22 EST. NO. 017 TIME 07:04 AM R.E. NAME: JUSTIN KUNERT 03-0H4604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 012 0010 518.20 E.W. @ F.A.(+) 060122 N 0072.0 0011 1,629.70 060622 N 0074.0 0013 1,704.91 060722 N 0076.0 014 0005 7,410.35 E.W. @ F.A.(+) 081021 N 0038.1 016 0003 13,777.96 E.W. @ F.A.(+) 040622 N 0046.0 0004 3,537.38 040722 N 0047.0 018 0004 4,403.77 E.W. @ F.A.(+) 020822 N 0070.0 030 0001 518.20 E.W. @ F.A.(+) 060122 N 0073.0 032 0001 2,132.80 A.C. @ U.P.(+) 081922 N 3200 0 35,633.27 TOTAL THIS ESTIMATE 375,906.29 TOTAL PREVIOUS ESTIMATE 411,539.56 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 09/07/22 EST. NO. 017 TIME 07:04 AM R.E. NAME: JUSTIN KUNERT 03-0H4604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 6-2.01E SOURCE INSP -1,000.00 016 90-1.01D(5)(A) CONC -1,160.00 016 0.00 -2,160.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 005 RCVD FHWA 1391 10,000.00 007 0.00 0.00 LABOR COMPLIANCE VIOLATION PER 5/21 LETTER -3,000.00 002 PER 6/21 LETTER -9,000.00 003 RELEASE 5/21 DEDUCT 3,000.00 003 PER 9/21 LETTER -2,000.00 006 RCVD FHWA 1391 10,000.00 006 PER LTR DATED 10/21 -1,000.00 007 VOID RCVD FHWA 1391 -10,000.00 007 PER LTR DATED 11/21 -3,000.00 008 PER 12/21 LETTER -1,000.00 009 RELEASE 10/21 DEDUCT 1,000.00 010 RELEASE 11/21 DEDUCT 3,000.00 010 RELEASE 12/21 DEDUCT 1,000.00 010 RELEASE 6/21 DEDUCT 9,000.00 010 RELEASE 9/21 DEDUCT 2,000.00 011 DEDUCT LTTR 9/2022 -10,000.00 017 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -12,160.00 PROGRAM CAS145 PAGE 1 DATE 09/07/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4604 TIME 07:04 AM ESTIMATE NO. 017 BID OPENING 10/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/28/22 R.E. NAME: JUSTIN KUNERT DATE OF THIS ESTIMATE 09/07/22 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 03-PLA-80-2.6/3.1 ---------------------------------------- MYERS & SONS CONSTRUCTION, LLC IN PLACER COUNTY ON WB I-80 AT THE 4600 NORTHGATE BLVD, SUITE 10 ATLANTIC BLVD ON-RAMP SACRAMENTO CA 95834 FED. AID NO. ACIM-080 -3(251)E WIDEN EXISTING ON-RAMP AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,000.0000 7,000.00 0.250 1,750.00 1.000 7,000 003 TIME-RELATED OVERHEAD (LS) LS 500,000.0000 500,000.00 0.010 5,000.00 1.000 500,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 14,000.00 4.000 8,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 15.000 3,000 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 21,000.0000 21,000.00 1.000 21,000 007 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.250 1,875.00 1.000 7,500 008 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.100 10,000.00 1.000 100,000 009 TYPE III BARRICADE EA 97.0000 291.00 3.000 291 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 1,910.00 1,577.000 1,577 011 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 120.00 5.000 120 012 PLASTIC TRAFFIC DRUMS EA 69.0000 1,725.00 25.000 1,725 013 PORTABLE RADAR SPEED FEEDBACK LS 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 SIGN SYSTEM 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 10,000.0000 10,000.00 1.000 10,000 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 37,500.0000 37,500.00 0.750 28,125.00 1.000 37,500 016 TEMPORARY RAILING (TYPE K) LF 30.0000 94,500.00 3,160.000 94,800 017 ALTERNATIVE TEMPORARY CRASH CUSHION EA 6,000.0000 18,000.00 3.000 18,000 018 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 1.000 40,000 019 PREPARE STORM WATER POLLUTION PREVENTION LS 3,250.0000 3,250.00 0.500 1,625.00 1.000 3,250 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 25,000.00 15.000 7,500 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 435.0000 37,845.00 12.000 5,220 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 PROGRAM CAS145 PAGE 2 DATE 09/07/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4604 TIME 07:04 AM ESTIMATE NO. 017 BID OPENING 10/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/28/22 R.E. NAME: JUSTIN KUNERT DATE OF THIS ESTIMATE 09/07/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY EROSION CONTROL BLANKET SQYD 2.5000 42,500.00 1,650.000 4,125.00 14,400.000 36,000 024 MOVE-IN/MOVE-OUT EA 750.0000 4,500.00 3.000 2,250 (TEMPORARY EROSION CONTROL) 025 TEMPORARY HYDRAULIC MULCH SQYD 0.3000 5,100.00 6,930.000 2,079 026 TEMPORARY CHECK DAM LF 8.0000 1,600.00 94.000 752 027 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 350.00 3.000 525 028 TEMPORARY FIBER ROLL LF 2.6500 7,950.00 5,910.000 15,661 029 TEMPORARY REINFORCED SILT FENCE LF 7.0000 7,000.00 0.000 0 030 TEMPORARY SILT FENCE LF 4.2500 8,500.00 1,048.000 4,454 031 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 20,000.00 4.000 20,000 032 TEMPORARY CONSTRUCTION ROADWAY SQYD 45.0000 100,350.00 900.000 40,500 033 STREET SWEEPING LS 30,000.0000 30,000.00 1.000 30,000 034 TEMPORARY CONCRETE WASHOUT LS 9,000.0000 9,000.00 1.000 9,000 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 700.0000 42,000.00 1.000 700.00 24.000 16,800 036 WATER QUALITY MONITORING REPORT EA 150.0000 7,500.00 6.000 900 037 WATER QUALITY ANNUAL REPORT EA 700.0000 2,100.00 1.000 700 038 TEMPORARY CREEK DIVERSION SYSTEMS LS 40,000.0000 40,000.00 1.000 40,000 039 ASBESTOS COMPLIANCE PLAN LS 5,800.0000 5,800.00 1.000 5,800 040 TREATED WOOD WASTE LB 0.5500 2,178.00 3,960.000 2,178.00 3,960.000 2,178 041 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 55,000.0000 55,000.00 1.000 55,000 042 NATURAL RESOURCE PROTECTION PLAN LS 2,900.0000 2,900.00 1.000 2,900 043 BIRD EXCLUSION DEVICE LS 40,000.0000 40,000.00 1.000 40,000 044 BIOLOGICAL RESOURCE INFORMATION LS 2,900.0000 2,900.00 1.000 2,900 PROGRAM 045 CLEARING AND GRUBBING (LS) LS 56,000.0000 56,000.00 1.000 56,000 046 ROADWAY EXCAVATION CY 80.0000 125,600.00 1,650.000 132,000 047 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 98,400.00 1,640.000 98,400 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) CY 150.0000 12,600.00 84.000 12,600 (F) 049 STRUCTURE BACKFILL (BRIDGE) CY 95.0000 152,000.00 1,600.000 152,000 (F) PROGRAM CAS145 PAGE 3 DATE 09/07/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4604 TIME 07:04 AM ESTIMATE NO. 017 BID OPENING 10/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/28/22 R.E. NAME: JUSTIN KUNERT DATE OF THIS ESTIMATE 09/07/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (RETAINING WALL) CY 150.0000 29,250.00 197.000 29,550 (F) 051 PERVIOUS BACKFILL MATERIAL (RETAINING CY 75.0000 675.00 9.000 675 (F) WALL) 052 DITCH EXCAVATION CY 50.0000 10,000.00 328.000 16,400 053 IMPORTED BORROW (CY) CY 22.0000 286,000.00 12,512.000 275,264 054 GEOSYNTHETIC FILTER FABRIC SQYD 12.0000 648.00 0.000 0 055 CHECK AND TEST EXISTING IRRIGATION LS 5,500.0000 5,500.00 1.000 5,500 FACILITIES 056 CONTROL AND NEUTRAL CONDUCTORS LS 13,500.0000 13,500.00 0.000 0 057 8" CORRUGATED HIGH DENSITY LF 167.0000 3,006.00 16.000 2,672 POLYETHYLENE PIPE CONDUIT 058 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 760.0000 1,520.00 1.000 760 059 BONDED FIBER MATRIX (SQFT) SQFT 0.1000 7,770.00 56,371.000 5,637 060 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8500 459.00 540.000 459 061 HYDROMULCH (FRM) SQFT 0.2000 2,140.00 0.000 0 062 FIBER ROLLS LF 3.3500 10,318.00 1,736.000 5,815 063 HYDROSEED (HBGM) SQFT 0.2500 2,675.00 0.000 0 064 COMPOST (CY) CY 93.0000 1,581.00 6.000 558 065 INCORPORATE MATERIALS SQFT 0.0500 27.00 540.000 27 066 CLASS 2 AGGREGATE BASE (CY) CY 95.0000 191,900.00 1,978.000 187,910 067 ASPHALT TREATED PERMEABLE BASE CY 402.0000 2,814.00 0.000 0 068 HOT MIX ASPHALT (TYPE A) TON 105.0000 241,500.00 2,220.800 233,184 069 TEXTURED AND COLORED HOT MIX ASPHALT SQYD 55.0000 60,500.00 1,162.000 63,910 PAVING 070 HOT MIX ASPHALT-OPEN GRADED TON 103.0000 52,530.00 432.000 44,496 (OPEN GRADED FRICTION COURSE) 071 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.2500 293.25 88.000 374 072 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.2500 2,762.50 0.000 0 073 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.2500 3,102.50 1,384.000 5,882 074 PLACE HOT MIX ASPHALT SQYD 100.0000 2,500.00 21.780 2,178 (MISCELLANEOUS AREA) 075 TACK COAT TON 2,615.0000 9,152.50 2.350 6,145 076 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.0000 12,900.00 658.000 9,870 PROGRAM CAS145 PAGE 4 DATE 09/07/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4604 TIME 07:04 AM ESTIMATE NO. 017 BID OPENING 10/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/28/22 R.E. NAME: JUSTIN KUNERT DATE OF THIS ESTIMATE 09/07/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH STEEL PILING (HP 14 X 117) LF 65.0000 431,925.00 6,645.000 431,925 078 DRIVE STEEL PILE (HP 14 X 117) EA 2,125.0000 231,625.00 109.000 231,625 079 PRESTRESSING CAST-IN-PLACE CONCRETE LS 150,000.0000 150,000.00 1.000 150,000 080 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 575.0000 152,375.00 265.000 152,375 (F) 081 STRUCTURAL CONCRETE, BRIDGE CY 785.0000 1,079,375.00 1,375.000 1,079,375 (F) 082 STRUCTURAL CONCRETE, BRIDGE CY 800.0000 191,200.00 239.000 191,200 (F) (POLYMER FIBER) 083 STRUCTURAL CONCRETE, RETAINING WALL CY 1,800.0000 77,400.00 44.000 79,200 (F) 084 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 138,000.00 184.000 138,000 (F) (TYPE N) 085 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,000.0000 27,000.00 25.130 25,130 (F) 086 MINOR CONCRETE CY 850.0000 44,200.00 52.000 44,200 (F) 087 JOINT SEAL (MR 1 1/2") LF 80.0000 9,760.00 122.000 9,760 088 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 344,925.00 344,925.000 344,925 (F) 089 BAR REINFORCING STEEL (RETAINING WALL) LB 1.7000 9,157.90 5,387.000 9,157 (F) 090 BRIDGE REMOVAL LS 200,000.0000 200,000.00 1.000 200,000 091 24" PLASTIC PIPE LF 200.0000 140,000.00 686.000 137,200 092 18" CORRUGATED STEEL PIPE (.109" THICK) LF 400.0000 2,400.00 6.000 2,400 093 3" PLASTIC PIPE (EDGE DRAIN) LF 45.0000 5,400.00 0.000 0 094 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 45.0000 900.00 0.000 0 095 DRAINAGE INLET MARKER EA 150.0000 750.00 4.000 600 096 18" ALTERNATIVE FLARED END SECTION EA 860.0000 860.00 1.000 860 097 24" ALTERNATIVE FLARED END SECTION EA 960.0000 960.00 1.000 960 098 ABANDON CULVERT (LF) LF 17.0000 6,800.00 512.000 8,704 099 REMOVE CULVERT (LF) LF 21.0000 6,510.00 190.000 3,990 100 REMOVE FLARED END SECTION (EA) EA 275.0000 550.00 2.000 550 101 CAP INLET EA 1,100.0000 2,200.00 2.000 2,200 102 CULVERT SLURRY-CEMENT BACKFILL CY 200.0000 11,400.00 67.700 13,540 103 REMOVE ROCK SLOPE PROTECTION CY 230.0000 1,035.00 4.500 1,035 PROGRAM CAS145 PAGE 5 DATE 09/07/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4604 TIME 07:04 AM ESTIMATE NO. 017 BID OPENING 10/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/28/22 R.E. NAME: JUSTIN KUNERT DATE OF THIS ESTIMATE 09/07/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK SLOPE PROTECTION CY 150.0000 21,000.00 82.650 12,397 (150 LB, CLASS III, METHOD B) (CY) 105 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 620.00 222.000 444 106 DETECTABLE WARNING SURFACE SQFT 45.0000 1,350.00 35.250 1,586 107 MINOR CONCRETE (CURB AND GUTTER) CY 1,400.0000 9,800.00 6.270 8,778 108 MINOR CONCRETE (SIDEWALK) CY 4,000.0000 4,400.00 1.600 6,400 109 MINOR CONCRETE (CURB RAMP) CY 1,200.0000 5,280.00 4.300 5,160 110 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 89.0000 3,827.00 76.000 6,764 111 REMOVE CONCRETE (CURB AND GUTTER) LF 30.0000 4,800.00 164.220 4,926 112 PRE/POST CONSTRUCTION SURVEYS EA 2,500.0000 5,000.00 1.000 2,500.00 2.000 5,000 113 MISCELLANEOUS IRON AND STEEL LB 2.5000 4,755.00 1,902.000 4,755 (F) 114 TEMPORARY FENCE (TYPE CL-6) LF 21.0000 14,070.00 324.000 6,804 115 CHAIN LINK FENCE (TYPE CL-6) LF 37.0000 19,610.00 520.000 19,240 116 REMOVE FENCE LF 15.0000 7,950.00 490.500 7,357 117 REMOVE PAVEMENT MARKER EA 5.0000 40.00 8.000 40 118 DELINEATOR (CLASS 1) EA 82.0000 1,394.00 17.000 1,394.00 17.000 1,394 119 CONCRETE BARRIER DELINEATOR (16 INCH) EA 75.0000 225.00 3.000 225.00 3.000 225 120 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 920.00 214.000 856 121 TREATMENT BEST MANAGEMENT EA 150.0000 300.00 2.000 300.00 2.000 300 PRACTICE MARKER 122 REMOVE ROADSIDE SIGN EA 205.0000 1,230.00 4.000 820 123 RESET ROADSIDE SIGN EA 560.0000 560.00 1.000 560 124 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,487.50 99.970 1,749 (0.063"-UNFRAMED) 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,280.00 20.000 400 (0.080"-UNFRAMED) 126 ROADSIDE SIGN - ONE POST EA 435.0000 3,915.00 7.000 3,045 127 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 205.0000 1,435.00 7.000 1,435 METHOD) 128 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 25.0000 20,750.00 794.000 19,850 129 VEGETATION CONTROL (MINOR CONCRETE) SQYD 66.0000 31,680.00 318.200 21,001 130 TRANSITION RAILING (TYPE WB-31) EA 4,200.0000 8,400.00 2.000 8,400 PROGRAM CAS145 PAGE 6 DATE 09/07/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4604 TIME 07:04 AM ESTIMATE NO. 017 BID OPENING 10/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/28/22 R.E. NAME: JUSTIN KUNERT DATE OF THIS ESTIMATE 09/07/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 END CAP (TYPE A) EA 715.0000 715.00 1.000 715 132 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,400.0000 1,400.00 1.000 1,400 133 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 7,800.00 2.000 7,800 134 CONCRETE BARRIER (TYPE 842) LF 143.0000 79,508.00 556.000 79,508 (F) 135 REMOVE GUARDRAIL LF 13.0000 3,900.00 275.000 3,575 136 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 200.00 186.000 186 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 137 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,060.00 1,063.000 1,063 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 138 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,150.00 3,074.000 3,074 (ENHANCED WET NIGHT VISIBILITY) 139 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 1,695.00 1,188.000 1,782 (ENHANCED WET NIGHT VISIBILITY) 140 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 6.0000 6,600.00 732.000 4,392 MARKING (ENHANCED WET NIGHT VISIBILITY) 141 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 2,960.00 377.000 1,508 (ENHANCED WET NIGHT VISIBILITY) 142 REMOVE PAINTED TRAFFIC STRIPE LF 2.0000 840.00 0.000 0 143 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 1,100.00 0.000 0 144 REMOVE THERMOPLASTIC PAVEMENT LF 10.0000 1,900.00 499.000 4,990 STRIPE (WATER BLASTING) 145 REMOVE THERMOPLASTIC PAVEMENT SQFT 15.0000 630.00 0.000 0 MARKING (WATER BLASTING) 146 LOCATING AND MAPPING UNDERGROUND LS 5,000.0000 5,000.00 0.500 2,500.00 1.000 5,000 FACILITIES 147 RAMP METERING SYSTEM LS 290,000.0000 290,000.00 0.150 43,500.00 1.000 290,000 148 TEMPORARY SIGNAL SYSTEMS LS 50,500.0000 50,500.00 1.000 50,500 149 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 150,000.0000 150,000.00 1.000 150,000 150 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 17,500.0000 17,500.00 1.000 17,500 151 REMOVING RAMP METERING SYSTEMS LS 8,000.0000 8,000.00 1.000 8,000 PROGRAM CAS145 PAGE 7 DATE 09/07/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4604 TIME 07:04 AM ESTIMATE NO. 017 BID OPENING 10/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/28/22 R.E. NAME: JUSTIN KUNERT DATE OF THIS ESTIMATE 09/07/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 108,297.00 6,592,742.88 ADJUSTMENT OF COMPENSATION 2,132.80 58,058.42 EXTRA WORK 33,500.47 353,481.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 143,930.27 7,004,282.44 152 MOBILIZATION LS 760,000.0000 760,000.00 1.000 760,000 ORIGINAL CONTRACT AMOUNT 7,607,737.15 TOTAL WORK COMPLETED 143,930.27 7,764,282.44 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -12,160.00 TOTAL 133,930.27 7,752,122.44 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/15/20 210 03/15/21 03/15/21 07/28/22 218 128 8 0 100% 100% JUSTIN KUNERT RESIDENT ENGINEER