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 11/01/22 EST. NO. 025 TIME 01:07 PM R.E. NAME: JOEL GASIK 02-4F6004 --------------------------------------------------------------------------- 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 11/01/22 EST. NO. 025 TIME 01:07 PM R.E. NAME: JOEL GASIK 02-4F6004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTTR DATED 5/20 -1,000.00 001 PER 7/20 LTTR -2,000.00 003 RETURN 6/20 DEDUCT 1,000.00 003 PER 9/20 LETTER -5,000.00 005 DEDUCT 10/20 LTTR -2,000.00 006 RETURN 7/20LTTR 2,000.00 006 PER 5/21 LETTER -1,000.00 012 RELEASE 4/21 LETTER 7,000.00 012 PER 8/21 LETTER -10,000.00 014 PER 10/21 LETTER -1,000.00 016 RELEASE 5/21 DEDUCT 1,000.00 016 RELEASE 12/21 DEDUCT 11,000.00 019 PER 6/22 LTR DEDUCT -10,000.00 023 6/22 DEDUCT 10,000.00 024 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/01/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F6004 TIME 01:07 PM ESTIMATE NO. 025 BID OPENING 12/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/22 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 11/01/22 LOCATION FINAL ESTIMATE 02-SIS-96-R7.3/R15.9 -------------- MYERS & SONS CONSTRUCTION, LLC IN SISKIYOU AND TRINITY COUNTIES AT 4600 NORTHGATE BLVD, STE 100 VARIOUS LOCATIONS. SACRAMENTO CA 95834 FED. AID NO. N O N E DECK REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,650.0000 2,650.00 1.000 2,650 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 1.000 3,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,900.0000 725,000.00 273.000 791,700 004 CONSTRUCTION AREA SIGNS LS 35,500.0000 35,500.00 1.000 35,500 005 TRAFFIC CONTROL SYSTEM LS 405,000.0000 405,000.00 1.000 405,000 006 TYPE III BARRICADE EA 125.0000 1,875.00 15.000 1,875 007 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 20.0000 1,680.00 96.000 1,920 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 13,300.00 380.000 13,300 009 PORTABLE TEMPORARY SIGNAL SYSTEM LS 226,000.0000 226,000.00 1.000 226,000 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 1.000 50,000 011 TEMPORARY RAILING (TYPE K) LF 40.0000 71,200.00 1,780.000 71,200 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,500.0000 35,000.00 10.000 35,000 013 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 014 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 1.000 1,500 015 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 016 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 1.000 20,000 017 ASBESTOS COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 018 WORK AREA MONITORING (BRIDGE) LS 3,000.0000 3,000.00 1.000 3,000 019 TREATED WOOD WASTE LB 0.1500 2,955.00 19,700.000 2,955 020 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 10,000.0000 10,000.00 1.000 10,000 021 BAT AND BIRD EXCLUSION DEVICES LS 35,000.0000 35,000.00 1.000 35,000 022 CLEARING AND GRUBBING (LS) LS 13,000.0000 13,000.00 1.000 13,000 PROGRAM CAS145 PAGE 2 DATE 11/01/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F6004 TIME 01:07 PM ESTIMATE NO. 025 BID OPENING 12/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/22 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 11/01/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 SHOULDER BACKING TON 195.0000 15,015.00 64.830 12,641 024 STRUCTURE EXCAVATION (BRIDGE) CY 3,000.0000 111,900.00 37.300 111,900 (F) 025 STRUCTURE BACKFILL (BRIDGE) CY 1,750.0000 44,625.00 25.500 44,625 (F) 026 DRY SEED (SQFT) SQFT 0.3600 7,524.00 0.000 0 027 HOT MIX ASPHALT (TYPE A) TON 623.0000 336,420.00 608.130 378,864 028 TACK COAT TON 816.0000 2,448.00 1.820 1,485 029 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 57,720.00 4,665.550 55,986 030 TEMPORARY SUPPORT LS 145,000.0000 145,000.00 1.000 145,000 031 TEMPORARY DECKING LS 5,000.0000 5,000.00 1.000 5,000 032 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 1,390.0000 284,672.00 244.800 340,272 (F) 033 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,200.0000 217,800.00 106.000 233,200 (TYPE R) 034 MINOR CONCRETE (MINOR STRUCTURE) CY 340.0000 17,000.00 50.000 17,000 (F) 035 PAVING NOTCH EXTENSION CF 240.0000 11,760.00 49.000 11,760 036 DRILL AND BOND DOWEL LF 165.0000 273,735.00 1,376.250 227,081 037 CLEAN EXPANSION JOINT LF 43.0000 24,338.00 566.000 24,338 038 JOINT SEAL (MR 1/2") LF 67.0000 4,154.00 65.000 4,355 039 BONDED JOINT SEAL (MR 1") LF 110.0000 10,230.00 93.000 10,230 040 JOINT SEAL (MR 1") LF 90.0000 16,830.00 193.000 17,370 041 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 1,610.0000 128,800.00 80.000 128,800 042 JOINT SEAL ASSEMBLY (MR 3") LF 830.0000 85,490.00 103.000 85,490 043 JOINT SEAL (MR 2") LF 240.0000 24,720.00 103.000 24,720 044 BAR REINFORCING STEEL (EPOXY COATED) LB 2.7500 163,883.50 72,041.000 198,112 (F) (BRIDGE) 045 GALVANIC ANODES EA 39.0000 34,593.00 887.000 34,593 046 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 76,445.0000 76,445.00 1.000 76,445 047 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 200,500.0000 200,500.00 1.000 200,500 048 CLEAN AND PAINT STRUCTURAL STEEL LS 28,000.0000 28,000.00 1.000 28,000 (EXISTING BRIDGE) 049 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 15.0000 71,835.00 4,789.000 71,835 PROGRAM CAS145 PAGE 3 DATE 11/01/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F6004 TIME 01:07 PM ESTIMATE NO. 025 BID OPENING 12/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/22 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 11/01/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PUBLIC SAFETY PLAN LS 10,000.0000 10,000.00 1.000 10,000 051 RAPID SETTING CONCRETE (PATCH) CF 121.0000 106,843.00 883.000 106,843 052 REPAIR SPALLED SURFACE AREA SQFT 1,750.0000 8,750.00 5.000 8,750 053 REMOVE ASPHALT CONCRETE SURFACING SQFT 3.0000 28,560.00 9,520.000 28,560 054 REMOVE UNSOUND CONCRETE CF 101.0000 89,183.00 883.000 89,183 055 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.6500 59,299.50 91,230.000 59,299 056 FURNISH POLYESTER CONCRETE OVERLAY CF 73.0000 666,052.00 9,140.050 667,223 057 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 273,690.00 91,230.000 273,690 (F) 058 REMOVE POLYESTER CONCRETE OVERLAY SQFT 2.7500 19,497.50 7,090.000 19,497 059 REMOVE CHIP SEAL SQFT 3.0000 23,520.00 7,840.000 23,520 060 BRIDGE REMOVAL (PORTION), LOCATION A LS 99,000.0000 99,000.00 1.000 99,000 061 BRIDGE REMOVAL (PORTION), LOCATION B LS 15,000.0000 15,000.00 1.000 15,000 062 BRIDGE REMOVAL (PORTION), LOCATION C LS 35,000.0000 35,000.00 1.000 35,000 063 BRIDGE REMOVAL (PORTION), LOCATION D LS 28,000.0000 28,000.00 1.000 28,000 064 BRIDGE REMOVAL (PORTION), LOCATION E LS 35,000.0000 35,000.00 1.000 35,000 065 BRIDGE REMOVAL (PORTION), LOCATION F LS 490,000.0000 490,000.00 1.000 490,000 066 BRIDGE REMOVAL (PORTION), LOCATION G LS 35,000.0000 35,000.00 1.000 35,000 067 REPLACE BEARING PAD EA 1,950.0000 46,800.00 24.000 46,800 068 COMPOSITE GIRDER STRENGTHENING SQFT 14.2000 126,124.40 6,673.000 94,756 069 ADJUST MANHOLE TO GRADE EA 1,500.0000 1,500.00 1.000 1,500 070 PAVEMENT MARKER EA 54.0000 15,660.00 90.000 4,860 (RETROREFLECTIVE-RECESSED) 071 OBJECT MARKER (TYPE L-1) EA 55.0000 440.00 8.000 440 072 REMOVE ROADSIDE SIGN (WOOD POST) EA 200.0000 2,400.00 12.000 2,400 073 RESET ROADSIDE SIGN EA 350.0000 1,050.00 3.000 1,050 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 37.0000 1,665.00 45.000 1,665 (0.063"-UNFRAMED) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.5000 490.00 20.000 490 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 4 DATE 11/01/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F6004 TIME 01:07 PM ESTIMATE NO. 025 BID OPENING 12/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/22 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 11/01/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 80.00 20.000 80 077 ROADSIDE SIGN - ONE POST EA 375.0000 4,500.00 12.000 4,500 078 MIDWEST GUARDRAIL SYSTEM LF 31.0000 24,490.00 787.500 24,412 079 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 33.0000 6,600.00 200.000 6,600 080 TUBULAR BICYCLE RAILING (MODIFIED) LF 120.0000 101,520.00 846.000 101,520 (F) 081 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 68,000.00 17.000 68,000 082 MODIFIED TRANSITION RAILING EA 5,500.0000 16,500.00 3.000 16,500 083 END ANCHOR ASSEMBLY (TYPE SFT) EA 950.0000 6,650.00 7.000 6,650 084 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 26,400.00 8.000 26,400 085 TERMINAL SYSTEM (TYPE X-TENSION) EA 7,500.0000 7,500.00 0.000 0 086 CONCRETE BARRIER RAIL (TYPE 842 LF 290.0000 245,340.00 846.000 245,340 (F) MODIFIED) 087 REMOVE GUARDRAIL LF 5.0000 7,900.00 1,575.000 7,875 088 SALVAGE METAL BRIDGE RAILING LF 12.0000 9,684.00 807.000 9,684 089 INTERMEDIATE ANCHOR ASSEMBLY EA 950.0000 950.00 1.000 950 090 ALTERNATIVE CRASH CUSHION EA 45,000.0000 135,000.00 3.000 135,000 091 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 27,900.00 23,708.000 35,562 092 THERMOPLASTIC PAVEMENT MARKING SQFT 18.0000 1,296.00 76.000 1,368 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 168.00 0.000 0 (BROKEN 12-3) 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 462.00 0.000 0 (BROKEN 36-12) 095 REMOVE PAINTED PAVEMENT MARKING SQFT 6.0000 432.00 72.000 432 096 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.6500 8,692.00 3,280.000 8,692 (HIGH PRESSURE WATER BLASTING) 097 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 098 PORTABLE RADAR SPEED FEEDBACK SIGN LS 13,200.0000 13,200.00 1.000 13,200 SYSTEMS PROGRAM CAS145 PAGE 5 DATE 11/01/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F6004 TIME 01:07 PM ESTIMATE NO. 025 BID OPENING 12/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/22 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 11/01/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 7,135,999.31 ADJUSTMENT OF COMPENSATION 0.00 147,525.51 EXTRA WORK 0.00 567,884.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 7,851,409.40 099 MOBILIZATION LS 775,000.0000 775,000.00 1.000 775,000 ORIGINAL CONTRACT AMOUNT 7,796,385.90 TOTAL WORK COMPLETED 0.00 8,626,409.40 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 8,626,409.40 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 02/06/20 230 03/24/20 03/19/20 05/10/22 241 295 23 0 100% 100% JOEL GASIK RESIDENT ENGINEER