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 07/21/23 EST. NO. 009 TIME 03:20 PM R.E. NAME: MICHAEL CHARAK 11-056394 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0027 1,038.93 E.W. @ F.A.(+) 062323 N 0027 0 005 0008 2,692.51 E.W. @ F.A.(+) 053023 N 0008 0 0009 2,003.51 053123 N 0009 0 006 0027 242.11 E.W. @ F.A.(+) 050823 N 0027 0 0036 32.52 052323 N 0036 0 0037 205.62 052423 N 0037 0 0038 135.93 052523 N 0038 0 008 0010 354.10 E.W. @ F.A.(+) 060623 N 0010 0 6,705.23 TOTAL THIS ESTIMATE 106,294.53 TOTAL PREVIOUS ESTIMATE 112,999.76 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 07/21/23 EST. NO. 009 TIME 03:20 PM R.E. NAME: MICHAEL CHARAK 11-056394 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL FEB 2023 CPR -5,000.00 005 DEL MAY 2023 CPR -5,000.00 008 RECD FEB 2023 DEL 5,000.00 008 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056394 TIME 03:20 PM ESTIMATE NO. 009 BID OPENING 05/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: MICHAEL CHARAK DATE OF THIS ESTIMATE 07/21/23 LOCATION PROGRESS ESTIMATE 11-SD-11-2.7/2.7 ----------------- RAL INVESTMENT CORPORATION IN SAN DIEGO COUNTY NEAR SAN DIEGO 10065 OLD GROVE ROAD STE 200; AT 1.9 MILES EAST OF SANYO AVENUE SAN DIEGO CA 92131 UNDERCROSSING FED. AID NO. ACCB-P011(9)E OTAY MESA EAST PORT OF ENTRY SITE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,070.1000 1,070.10 1.000 1,070 002 TIME-RELATED OVERHEAD (WDAY) WDAY 5,116.4900 1,330,287.40 20.000 102,329.80 139.000 711,192 003 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 36,000.00 3.000 18,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 54,876.7600 54,876.76 1.000 54,876 006 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 8,231.5100 16,463.02 0.000 0 007 JOB SITE MANAGEMENT LS 10,382.6800 10,382.68 0.077 799.47 0.535 5,554 008 PREPARE STORM WATER POLLUTION PREVENTION LS 1,734.1100 1,734.11 0.750 1,300 PLAN 009 RAIN EVENT ACTION PLAN EA 500.0000 3,000.00 0.000 0 010 STORM WATER SAMPLING AND ANALYSIS DAY EA 5,926.6900 47,413.52 0.000 0 011 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 012 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 409,500.00 46,154.000 34,615.50 130,603.000 97,952 (BONDED FIBER MATRIX) 013 TEMPORARY CHECK DAM LF 6.9100 4,975.20 601.000 4,152 014 TEMPORARY DRAINAGE INLET PROTECTION EA 460.9600 10,141.12 14.000 6,453 015 TEMPORARY FIBER ROLL LF 3.9200 435,120.00 2,654.000 10,403.68 12,622.000 49,478 016 TEMPORARY CONSTRUCTION ENTRANCE EA 3,566.9900 7,133.98 1.000 3,566 017 TEMPORARY CONCRETE WASHOUT LS 12,072.8900 12,072.89 0.000 0 018 CLEARING AND GRUBBING (ACRE) ACRE 2,098.4900 125,909.40 4.600 9,653 019 ROADWAY EXCAVATION CY 3.2500 2,756,000.00 34,433.900 111,910.18 1,088,278.800 3,536,906 020 STRUCTURE EXCAVATION (RETAINING WALL) CY 214.0200 102,301.56 0.000 0 (F) 021 STRUCTURE BACKFILL (RETAINING WALL) CY 98.7800 303,254.60 0.000 0 (F) 022 PERVIOUS BACKFILL MATERIAL (RETAINING CY 164.6300 22,718.94 0.000 0 (F) WALL) PROGRAM CAS145 PAGE 2 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056394 TIME 03:20 PM ESTIMATE NO. 009 BID OPENING 05/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: MICHAEL CHARAK DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 DITCH EXCAVATION CY 42.8000 163,068.00 0.000 0 024 IMPORTED BORROW (CY) CY 11.1800 14,534,000.00 31,746.900 354,930.34 223,234.900 2,495,766 025 COMPOST SOCK LF 7.0200 772,200.00 0.000 0 026 HYDROSEED SQFT 0.1000 489,000.00 0.000 0 027 CLASS 2 AGGREGATE BASE (CY) CY 142.6800 460,856.40 0.000 0 028 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,920.6917 2,304.83 0.000 0 029 HOT MIX ASPHALT (TYPE A) TON 110.8500 139,671.00 0.000 0 030 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 166.8300 80,078.40 0.000 0 031 DRILL AND BOND (DOWEL BAR) EA 49.3900 1,778.04 0.000 0 032 STRUCTURAL CONCRETE, RETAINING WALL CY 769.3700 790,142.99 0.000 0 (F) 033 STRUCTURAL CONCRETE, BOX CULVERT CY 336.8300 848,474.77 0.000 0 (F) 034 STRUCTURAL CONCRETE, HEADWALL CY 4,149.7800 547,770.96 0.000 0 (F) 035 STRUCTURAL CONCRETE CY 2,403.6000 240,360.00 0.000 0 (F) (JUNCTION STRUCTURE) 036 MINOR CONCRETE (MINOR STRUCTURE) CY 1,169.9700 7,019.82 0.000 0 (F) 037 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6400 196,237.48 0.000 0 (F) 038 BAR REINFORCING STEEL (BOX CULVERT) LB 3.1800 1,663,543.86 0.000 0 (F) 039 30" ALTERNATIVE PIPE CULVERT LF 188.7800 24,541.40 0.000 0 040 24" REINFORCED CONCRETE PIPE LF 154.7500 49,520.00 0.000 0 041 54" REINFORCED CONCRETE PIPE LF 987.7800 5,926.68 0.000 0 042 30" CORRUGATED STEEL PIPE (.109" THICK) LF 186.5800 61,571.40 0.000 0 043 42" CORRUGATED STEEL PIPE (.109" THICK) LF 257.9200 33,529.60 0.000 0 044 4" PLASTIC PIPE UNDERDRAIN LF 38.4100 2,842.34 0.000 0 045 30" STEEL FLARED END SECTION EA 685.9600 2,057.88 0.000 0 046 24" CONCRETE FLARED END SECTION EA 3,149.9300 3,149.93 0.000 0 047 36" REINFORCED CONCRETE PIPE RISER LF 779.2500 7,792.50 0.000 0 048 48" REINFORCED CONCRETE PIPE RISER LF 1,188.6300 59,431.50 0.000 0 049 REMOVE DRAINAGE FACILITY (EA) EA 12,846.6500 25,693.30 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056394 TIME 03:20 PM ESTIMATE NO. 009 BID OPENING 05/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: MICHAEL CHARAK DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETE (DITCH LINING) CY 786.3900 125,822.40 0.000 0 051 CONCRETE (CHANNEL LINING) CY 629.9900 396,893.70 0.000 0 052 CONCRETE (CONCRETE APRON) CY 1,847.5000 72,052.50 0.000 0 053 ROCK SLOPE PROTECTION CY 116.3400 62,823.60 0.000 0 (1/4 T, CLASS V, METHOD B) (CY) 054 ROCK SLOPE PROTECTION CY 116.3400 79,111.20 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 055 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.6600 8,667.60 0.000 0 056 MISCELLANEOUS IRON AND STEEL LB 19.7600 97,120.40 0.000 0 (F) 057 DESTROY WELL EA 9,329.0500 9,329.05 1.000 9,329 058 CABLE RAILING LF 48.2900 52,346.36 0.000 0 (F) 059 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 060 DUST PALLIATIVE LS 52,844.2900 52,844.29 0.200 10,568 PROGRAM CAS145 PAGE 4 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056394 TIME 03:20 PM ESTIMATE NO. 009 BID OPENING 05/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: MICHAEL CHARAK DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 614,988.97 7,015,821.35 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 6,705.23 112,999.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 621,694.20 7,128,821.11 061 MOBILIZATION LS 1,906,289.0200 1,906,289.02 0.950 1,810,974 ORIGINAL CONTRACT AMOUNT 29,774,218.48 TOTAL WORK COMPLETED 621,694.20 8,939,795.68 MATERIALS ON HAND ON SITE -9,053.34 48,666.48 DEDUCTIONS 0.00 -5,000.00 TOTAL 612,640.86 8,983,462.16 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 08/19/22 260 11/01/22 11/01/22 01/17/24 139 38 0 0 29% 53% PROGRESS IS SATISFACTORY MICHAEL CHARAK RESIDENT ENGINEER