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 06/18/24 EST. NO. 003 TIME 02:09 PM R.E. NAME: BERRIOS, JOSE/CE-MERATI,ARTIN 12-0S1504 --------------------------------------------------------------------------- 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 06/18/24 EST. NO. 003 TIME 02:09 PM R.E. NAME: BERRIOS, JOSE/CE-MERATI,ARTIN 12-0S1504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S1504 TIME 02:09 PM ESTIMATE NO. 003 BID OPENING 11/08/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: BERRIOS, JOSE/CE-MERATI,ARTIN DATE OF THIS ESTIMATE 06/18/24 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-241-33.6/38.7 ----------------------- POWELL CONSTRUCTORS INC ORANGE COUNTY IN ANAHEIM AT VARIOUS 8555 BANANA AVENUE LOCATIONS FROM 1.2 MILE NORTH OF SANTIAGO FONTANA CA 92335 CANYON ROAD TO 0.3 MILE SOUTH OF N241-E91 CONNECTOR OVERCROSSING FED. AID NO. ACST-ER (37F)4 RESTORE AND UPGRADE JUMP-OUT-RAMPS, AND UP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 ENVIRONMENTAL PRODUCT DECLARATIONS LS 100.0000 100.00 0.000 0 002 LEAD COMPLIANCE PLAN LS 2,800.0000 2,800.00 0.000 0 003 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.500 5,000.00 1.000 10,000 004 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 315,000.00 18.000 32,400.00 36.000 64,800 005 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 0.000 0 MEETING 006 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 007 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.500 5,000 008 TRAFFIC CONTROL SYSTEM LS 185,000.0000 185,000.00 0.240 44,400.00 0.480 88,800 009 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 4,000.00 56.000 2,800 010 TEMPORARY BARRIER SYSTEM LF 23.0000 351,900.00 5,240.000 120,520 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,000.0000 7,000.00 0.000 0 012 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 3,500.0000 45,500.00 9.000 31,500 013 TEMPORARY TRAFFIC SCREEN LF 2.0000 30,600.00 0.000 0 014 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.240 12,000.00 0.480 24,000 015 WATER POLLUTION CONTROL PROGRAM LS 1,200.0000 1,200.00 0.240 288.00 0.480 576 016 TEMPORARY SOIL BINDER SQYD 1.0000 5,000.00 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 9,100.00 20.000 6,500 018 TEMPORARY GRAVEL BAG BERM LF 6.0000 30,000.00 0.000 0 019 TEMPORARY CONCRETE WASHOUT LS 16,000.0000 16,000.00 1.000 16,000 020 TREATED WOOD WASTE LB 0.2300 49,680.00 0.000 0 021 CLEARING AND GRUBBING (LS) LS 40,000.0000 40,000.00 0.300 12,000.00 0.600 24,000 022 STRUCTURE EXCAVATION (RETAINING WALL) CY 270.0000 100,980.00 199.000 53,730.00 374.000 100,980 (F) PROGRAM CAS145 PAGE 2 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S1504 TIME 02:09 PM ESTIMATE NO. 003 BID OPENING 11/08/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: BERRIOS, JOSE/CE-MERATI,ARTIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 500.0000 222,000.00 106.000 53,000.00 106.000 53,000 (F) 024 STRUCTURE BACKFILL (SLURRY CEMENT) CY 580.0000 52,200.00 0.000 0 (F) 025 STRUCTURE BACKFILL (RETAINING WALL) CY 280.0000 98,560.00 352.000 98,560.00 352.000 98,560 (F) 026 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 2,800.0000 386,400.00 0.000 0 (F) 027 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 900.0000 138,600.00 0.000 0 (F) 028 LEAN CONCRETE BACKFILL CY 305.0000 17,080.00 0.000 0 (F) 029 ROADSIDE CLEARING LS 1,000.0000 1,000.00 0.240 240 030 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.5000 900.00 0.000 0 031 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.5000 30,600.00 0.000 0 032 REMOVE ASPHALT CONCRETE DIKE LF 9.0000 69,750.00 0.000 0 033 STEEL SOLDIER PILE (W 8 X 67) LF 76.0000 131,936.00 0.000 0 034 STEEL SOLDIER PILE (2 - W 8 X 67) LF 160.0000 138,880.00 0.000 0 035 18" DRILLED HOLE LF 200.0000 350,000.00 0.000 0 036 24" DRILLED HOLE LF 170.0000 149,940.00 0.000 0 037 STRUCTURAL CONCRETE, RETAINING WALL CY 1,850.0000 199,800.00 81.000 149,850.00 108.000 199,800 (F) 038 MINOR CONCRETE (MINOR STRUCTURE) CY 4,400.0000 101,200.00 0.000 0 (F) 039 BAR REINFORCING STEEL (RETAINING WALL) LB 2.7000 44,161.20 8,187.000 22,104.90 16,365.000 44,185 (F) 040 SHOTCRETE CY 1,750.0000 231,000.00 48.000 84,000.00 48.000 84,000 041 TIMBER LAGGING MFBM 6,000.0000 109,200.00 0.000 0 (F) 042 APPLY NATINA STAIN TO NEW GALVANIZED LF 26.0000 24,440.00 0.000 0 FENCING (MESH & POSTS) 043 CLEAN AND PAINT STEEL SOLDIER PILING LS 110,000.0000 110,000.00 0.000 0 044 REMOVE RETAINING WALL (PORTION) (LS) LS 95,000.0000 95,000.00 0.500 47,500.00 1.000 95,000 045 REMOVE EXISTING TIMBER POSTS (6" DIA.) LF 20.0000 5,200.00 187.000 3,740.00 187.000 3,740 046 REMOVE EXISTING TIMBER POSTS (11" DIA.) LF 60.0000 37,800.00 488.000 29,280.00 488.000 29,280 047 PREPARE AND STAIN CONCRETE SQFT 2.0000 2,976.00 0.000 0 048 PREPARE AND STAIN SHOTCRETE SQFT 2.0000 20,280.00 0.000 0 049 CHAIN LINK FENCE (TYPE CL-12, WITH LF 280.0000 263,200.00 150.000 42,000.00 150.000 42,000 3-ROWS OF DOUBLE STRANDED BARBED WIRE AND 24" EMBEDDED SKIRT) PROGRAM CAS145 PAGE 3 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S1504 TIME 02:09 PM ESTIMATE NO. 003 BID OPENING 11/08/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: BERRIOS, JOSE/CE-MERATI,ARTIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CHAIN LINK FENCE LF 28.0000 56,000.00 538.000 15,064 051 GUARD RAILING DELINEATOR EA 45.0000 7,200.00 0.000 0 052 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 3,600.0000 14,400.00 0.000 0 053 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.5000 280,450.00 0.000 0 054 TRANSITION RAILING (TYPE WB-31) EA 5,400.0000 16,200.00 0.000 0 055 END CAP (TYPE A) EA 400.0000 1,600.00 0.000 0 056 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,750.0000 7,000.00 0.000 0 057 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 058 ALTERNATIVE CRASH CUSHION TL-3 EA 40,000.0000 80,000.00 0.000 0 059 CONCRETE BARRIER (TYPE 60MS) LF 175.0000 134,750.00 0.000 0 060 REMOVE GUARDRAIL LF 8.0000 62,080.00 0.000 0 061 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 062 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,000.0000 15,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S1504 TIME 02:09 PM ESTIMATE NO. 003 BID OPENING 11/08/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: BERRIOS, JOSE/CE-MERATI,ARTIN DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 689,852.90 1,160,345.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 689,852.90 1,160,345.50 063 MOBILIZATION LS 543,945.0000 543,945.00 0.200 108,789.00 0.950 516,747 ORIGINAL CONTRACT AMOUNT 5,526,588.20 TOTAL WORK COMPLETED 798,641.90 1,677,093.25 MATERIALS ON HAND ON SITE 164,083.00 367,700.44 DEDUCTIONS 0.00 0.00 TOTAL 962,724.90 2,044,793.69 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 01/10/24 175 03/05/24 03/05/24 10/28/24 70 9 0 0 30% 40% PROGRESS IS SATISFACTORY BERRIOS, JOSE/CE-MERATI,ARTIN RESIDENT ENGINEER