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 05/23/23 EST. NO. 003 TIME 08:00 AM R.E. NAME: GASIK, JOEL 02-1J8304 --------------------------------------------------------------------------- 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 0001 1,560.22 E.W. @ F.A.(+) 042223 N 0001.0 1,560.22 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 1,560.22 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 05/23/23 EST. NO. 003 TIME 08:00 AM R.E. NAME: GASIK, JOEL 02-1J8304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT 5/23 -10,000.00 003 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 05/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J8304 TIME 08:00 AM ESTIMATE NO. 003 BID OPENING 05/24/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: GASIK, JOEL DATE OF THIS ESTIMATE 05/23/23 LOCATION PROGRESS ESTIMATE 02-VAR ----------------- MYERS & SONS CONSTRUCTION, LLC SHASTA AND TEHAMA COUNTIES AT VARIOUS 45 MORRIS AVE LOCATIONS SACRAMENTO CA 95838 FED. AID NO. N O N E REINF STRUCTURAL CONC BRIDGE, APPROACH SLA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,350.0000 1,350.00 1.000 1,350 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 40,000.0000 40,000.00 0.160 6,400.00 0.250 10,000 003 TIME-RELATED OVERHEAD (LS) LS 495,000.0000 495,000.00 0.160 79,200.00 0.250 123,750 004 CONSTRUCTION AREA SIGNS LS 21,000.0000 21,000.00 0.500 10,500 005 TRAFFIC CONTROL SYSTEM LS 590,000.0000 590,000.00 0.160 94,400.00 0.250 147,500 006 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 305.0000 12,200.00 10.000 3,050.00 15.000 4,575 007 TYPE III BARRICADE EA 125.0000 1,000.00 4.000 500 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.3500 7,722.00 2,560.000 3,456 009 PORTABLE RADAR SPEED FEEDBACK SIGN LS 15,000.0000 15,000.00 0.160 2,400.00 0.250 3,750 SYSTEMS (LS) 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.160 2,400.00 0.250 3,750 011 TEMPORARY RAILING (TYPE K) LF 17.0000 45,560.00 1,340.000 22,780 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,000.0000 20,000.00 2.000 10,000 013 AUTOMATED FLAGGER ASSISTANCE DEVICES LS 12,000.0000 12,000.00 0.160 1,920.00 0.250 3,000 014 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.160 4,000.00 0.250 6,250 015 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 1.000 1,500 016 TEMPORARY TACKED STRAW SQYD 35.0000 9,450.00 0.000 0 017 TEMPORARY CONCRETE WASHOUT LS 8,000.0000 8,000.00 0.250 2,000.00 0.250 2,000 018 TREATED WOOD WASTE LB 0.3000 2,001.00 0.000 0 019 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 15,000.0000 15,000.00 0.250 3,750.00 0.750 11,250 020 BIRD AND BAT EXCLUSION DEVICES LS 55,000.0000 55,000.00 0.250 13,750.00 0.750 41,250 021 ROADWAY EXCAVATION CY 220.0000 1,980.00 5.000 1,100.00 5.000 1,100 022 SHOULDER BACKING TON 374.0000 5,236.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J8304 TIME 08:00 AM ESTIMATE NO. 003 BID OPENING 05/24/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: GASIK, JOEL DATE OF THIS ESTIMATE 05/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 HOT MIX ASPHALT (TYPE A) TON 315.0000 207,900.00 150.000 47,250.00 150.000 47,250 024 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 28.0000 11,760.00 0.000 0 025 TACK COAT TON 800.0000 2,000.00 0.300 240.00 0.300 240 026 REMOVE ASPHALT CONCRETE DIKE LF 15.0000 6,300.00 0.000 0 027 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.5500 29,987.00 642.000 6,131.10 642.000 6,131 028 STRUCTURAL CONCRETE, BRIDGE CY 6,900.0000 14,490.00 2.100 14,490.00 2.100 14,490 (F) 029 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 1,500.0000 504,000.00 109.200 163,800.00 168.000 252,000 (F) FIBER) 030 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,550.0000 240,250.00 77.500 120,125.00 77.500 120,125 R MODIFIED) 031 PAVING NOTCH EXTENSION CF 175.0000 12,075.00 34.300 6,002.50 34.300 6,002 032 DRILL AND BOND DOWEL LF 16.0000 77,264.00 1,207.250 19,316.00 2,414.500 38,632 033 CLEAN EXPANSION JOINT LF 54.0000 19,764.00 366.000 19,764.00 366.000 19,764 034 JOINT SEAL (MR 1") LF 110.0000 19,140.00 80.000 8,800.00 80.000 8,800 035 JOINT SEAL (MR 1 1/2") LF 165.0000 19,965.00 121.000 19,965.00 121.000 19,965 036 JOINT SEAL (MR 2") LF 188.0000 31,020.00 71.000 13,348.00 71.000 13,348 037 HEADED BAR REINFORCEMENT (STAINLESS EA 40.0000 247,720.00 3,097.000 123,880.00 3,097.000 123,880 (F) STEEL) 038 BAR REINFORCING STEEL (STAINLESS STEEL) LB 6.6500 947,837.80 71,266.000 473,918.90 71,266.000 473,918 (F) (BRIDGE) 039 PUBLIC SAFETY PLAN LS 6,000.0000 6,000.00 0.750 4,500.00 1.000 6,000 040 RAPID SETTING CONCRETE (PATCH) CF 90.0000 190,890.00 1,450.000 130,500.00 1,527.230 137,450 041 REMOVE POLYESTER CONCRETE OVERLAY SQFT 7.0000 164,668.00 226.000 1,582.00 23,745.400 166,217 042 REMOVE CONCRETE DECK SURFACE SQFT 300.0000 1,800.00 3.400 1,020.00 3.400 1,020 043 REMOVE UNSOUND CONCRETE CF 93.0000 197,253.00 1,450.000 134,850.00 1,527.230 142,032 044 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.7500 50,163.75 45,166.000 33,874.50 45,166.000 33,874 045 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 330,225.00 2,352.000 176,400.00 2,352.000 176,400 046 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.5000 154,063.00 22,299.000 78,046.50 22,299.000 78,046 (F) 047 TREAT BRIDGE DECK SQFT 1.0000 22,867.00 22,867.000 22,867.00 22,867.000 22,867 (F) 048 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 80.0000 20,480.00 344.000 27,520.00 344.000 27,520 049 BRIDGE REMOVAL (PORTION), LOCATION A LS 51,000.0000 51,000.00 1.000 51,000.00 1.000 51,000 PROGRAM CAS145 PAGE 3 DATE 05/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J8304 TIME 08:00 AM ESTIMATE NO. 003 BID OPENING 05/24/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: GASIK, JOEL DATE OF THIS ESTIMATE 05/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION B LS 180,000.0000 180,000.00 0.500 90,000 051 GALVANIC ANODES EA 35.0000 62,650.00 1,289.000 45,115.00 1,289.000 45,115 052 MISCELLANEOUS METAL (BRIDGE) LB 300.0000 23,100.00 77.000 23,100.00 77.000 23,100 (F) 053 REMOVE PAVEMENT MARKER EA 2.0000 360.00 168.000 336 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 2,000.00 0.000 0 055 OBJECT MARKER (TYPE P) EA 100.0000 800.00 0.000 0 056 OBJECT MARKER (TYPE L-1) EA 75.0000 600.00 0.000 0 057 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 300.00 0.000 0 058 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 42.0000 16,800.00 100.000 4,200.00 100.000 4,200 059 VEGETATION CONTROL (MINOR CONCRETE) SQYD 46.0000 9,200.00 0.000 0 060 REMOVE VEGETATION CONTROL (MINOR SQYD 25.0000 4,250.00 91.000 2,275 CONCRETE) 061 TRANSITION RAILING (TYPE WB-31) EA 4,300.0000 34,400.00 4.000 17,200.00 4.000 17,200 062 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 28,800.00 4.000 14,400.00 4.000 14,400 063 CONCRETE BARRIER TRANSITION LF 1,570.0000 21,980.00 14.000 21,980.00 14.000 21,980 (F) 064 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 200.0000 188,800.00 471.000 94,200.00 471.000 94,200 (F) 065 REMOVE GUARDRAIL LF 6.5000 2,665.00 65.000 422.50 252.500 1,641 066 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) LF 1.5500 15,810.00 0.000 0 067 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.4500 20,010.00 11,254.000 16,318.30 11,254.000 16,318 (HIGH PRESSURE WATER BLASTING) 068 12" RUMBLE STRIP (ASPHALT CONCRETE STA 62.0000 2,790.00 0.000 0 PAVEMENT) 069 REMOVE TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.4500 2,574.00 0.000 0 070 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.090 450 SYSTEM ELEMENTS DURING CONSTRUCTION 071 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 072 6" TRAFFIC STRIPE TAPE LF 8.7500 5,250.00 0.000 0 073 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 9.7500 11,700.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J8304 TIME 08:00 AM ESTIMATE NO. 003 BID OPENING 05/24/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/23 R.E. NAME: GASIK, JOEL DATE OF THIS ESTIMATE 05/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,150,496.30 2,726,451.94 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,560.22 1,560.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,152,056.52 2,728,012.16 074 MOBILIZATION LS 620,510.4500 620,510.45 0.250 155,127.61 1.000 620,510 ORIGINAL CONTRACT AMOUNT 6,240,231.00 TOTAL WORK COMPLETED 2,307,184.13 3,348,522.61 MATERIALS ON HAND ON SITE 279,522.99 370,732.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 2,576,707.12 3,709,254.61 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 07/19/22 170 10/10/22 10/10/22 12/04/23 31 119 0 0 54% 18% PROGRESS IS SATISFACTORY GASIK, JOEL RESIDENT ENGINEER