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 01/22/25 EST. NO. 002 TIME 09:59 AM R.E. NAME: VAZQUEZ, LUIS/CE- KARAM, IMAD 12-0S2804 --------------------------------------------------------------------------- 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 01/22/25 EST. NO. 002 TIME 09:59 AM R.E. NAME: VAZQUEZ, LUIS/CE- KARAM, IMAD 12-0S2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S2804 TIME 09:59 AM ESTIMATE NO. 002 BID OPENING 05/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: VAZQUEZ, LUIS/CE- KARAM, IMAD DATE OF THIS ESTIMATE 01/22/25 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-5-9.6/10.4 ----------------------- POWELL CONSTRUCTORS INC ORANGE COUNTY IN SAN JUAN CAPISTRANO FROM 8555 BANANA AVENUE ROUTE 74/5 SEPARATION TO 0.5 MILE SOUTH OF FONTANA CA 92335 JUNIPERO SERRA ROAD UNDERCROSSING FED. AID NO. HSIM-052(45)E ADD SECONDARY AUXILIARY LANE. ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 7,000.0000 7,000.00 0.500 3,500.00 0.500 3,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,010.0000 292,900.00 3.500 3,535.00 3.500 3,535 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 14,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 0.500 7,000.00 0.500 7,000 007 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.100 25,000.00 0.100 25,000 008 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 3,600.00 40.000 1,600 009 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 40.0000 11,600.00 0.000 0 SYSTEM 010 TEMPORARY BARRIER SYSTEM LF 30.0000 205,800.00 4,845.000 145,350 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,000.0000 12,000.00 4.000 12,000 012 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 3,500.0000 24,500.00 4.000 14,000 013 TEMPORARY TRAFFIC SCREEN LF 2.0000 13,720.00 1,995.000 3,990.00 4,845.000 9,690 014 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.100 5,000.00 0.200 10,000 015 WATER POLLUTION CONTROL PROGRAM LS 1,200.0000 1,200.00 0.100 120.00 0.200 240 016 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 800.00 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 2,800.00 0.000 0 018 TEMPORARY FIBER ROLL LF 4.5000 2,790.00 0.000 0 019 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.000 0 020 TREATED WOOD WASTE LB 0.4000 4,120.00 0.000 0 021 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 0.000 0 022 ROADWAY EXCAVATION CY 170.0000 139,400.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S2804 TIME 09:59 AM ESTIMATE NO. 002 BID OPENING 05/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: VAZQUEZ, LUIS/CE- KARAM, IMAD DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STRUCTURE EXCAVATION (RETAINING WALL) CY 160.0000 120,000.00 0.000 0 (F) 024 STRUCTURE BACKFILL CY 260.0000 106,600.00 0.000 0 (F) 025 PERVIOUS BACKFILL MATERIAL (RETAINING CY 125.0000 3,750.00 0.000 0 (F) WALL) 026 DITCH EXCAVATION CY 170.0000 1,360.00 0.000 0 027 PLANT (GROUP H) EA 1.0000 4,700.00 0.000 0 028 PLANT ESTABLISHMENT WORK LS 6,000.0000 6,000.00 0.000 0 029 WOOD MULCH CY 80.0000 5,200.00 0.000 0 030 REMOVE IRRIGATION FACILITY LS 3,000.0000 3,000.00 0.000 0 031 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 65.0000 1,495.00 0.000 0 032 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 2,350.00 0.000 0 (F) LINE) 033 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 2,520.00 0.000 0 (F) (SUPPLY LINE) 034 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 1,750.00 0.000 0 (F) (SUPPLY LINE) 035 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.0000 1,200.00 0.000 0 (F) LINE) 036 CLASS 2 AGGREGATE SUBBASE CY 130.0000 18,200.00 0.000 0 037 CLASS 2 AGGREGATE BASE (CY) CY 170.0000 17,000.00 0.000 0 038 HOT MIX ASPHALT (TYPE A) TON 320.0000 54,400.00 0.000 0 039 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 345.0000 72,450.00 0.000 0 040 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 24.0000 5,040.00 0.000 0 041 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 24.0000 2,400.00 0.000 0 042 TACK COAT TON 1,000.0000 1,000.00 0.000 0 043 REMOVE ASPHALT CONCRETE DIKE LF 18.0000 13,320.00 0.000 0 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 17,050.00 0.000 0 045 JOINTED PLAIN CONCRETE PAVEMENT CY 540.0000 102,600.00 0.000 0 046 ISOLATION JOINT SEAL (SILICONE) LF 15.0000 6,000.00 0.000 0 047 GRIND EXISTING CONCRETE PAVEMENT SQYD 30.0000 16,200.00 0.000 0 048 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,300.0000 102,700.00 0.000 0 (SIGN FOUNDATION) 049 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 97,500.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S2804 TIME 09:59 AM ESTIMATE NO. 002 BID OPENING 05/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: VAZQUEZ, LUIS/CE- KARAM, IMAD DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 22,815.00 0.000 0 (F) 051 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 5.8000 389,760.00 0.000 0 052 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.4000 26,880.00 0.000 0 053 REMOVE SIGN STRUCTURE (EA) EA 7,300.0000 14,600.00 0.000 0 054 REMOVE RETAINING WALL (LF) LF 280.0000 24,360.00 0.000 0 055 REMOVE CONCRETE (CHANNEL) CY 550.0000 6,600.00 0.000 0 056 CONCRETE (CHANNEL LINING) CY 1,360.0000 10,880.00 0.000 0 057 MINOR CONCRETE (MISCELLANEOUS CY 900.0000 52,200.00 0.000 0 CONSTRUCTION) 058 REMOVE PAVEMENT MARKER EA 1.8000 6,570.00 799.000 1,438 059 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 18,650.00 799.000 3,995 060 OBJECT MARKER EA 80.0000 160.00 0.000 0 061 OBJECT MARKER (TYPE P) EA 60.0000 420.00 4.000 240 062 REMOVE ROADSIDE SIGN EA 100.0000 200.00 0.000 0 063 REMOVE ROADSIDE SIGN (METAL POST) EA 250.0000 500.00 0.000 0 064 RESET ROADSIDE SIGN EA 1,400.0000 1,400.00 0.000 0 065 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.0000 13,520.00 0.000 0 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,248.00 0.000 0 (0.063"-UNFRAMED) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 480.00 0.000 0 (0.080"-UNFRAMED) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 308.00 0.000 0 (0.063"-FRAMED) 069 METAL (ROADSIDE SIGN) LB 18.0000 5,040.00 0.000 0 070 ROADSIDE SIGN - ONE POST EA 450.0000 450.00 0.000 0 071 ROADSIDE SIGN - TWO POST EA 1,500.0000 1,500.00 0.000 0 072 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 200.00 0.000 0 METHOD) 073 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 200.0000 200.00 0.000 0 POST 074 CABLE RAILING LF 60.0000 7,800.00 0.000 0 (F) 075 ALTERNATIVE CRASH CUSHION TL-3 EA 32,000.0000 96,000.00 0.000 0 076 CONCRETE BARRIER (TYPE 60M) LF 160.0000 107,200.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S2804 TIME 09:59 AM ESTIMATE NO. 002 BID OPENING 05/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: VAZQUEZ, LUIS/CE- KARAM, IMAD DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETE BARRIER (TYPE 60MD) LF 250.0000 65,000.00 0.000 0 078 CONCRETE BARRIER (TYPE 60MG) LF 175.0000 103,250.00 0.000 0 079 CONCRETE BARRIER (TYPE 60MGF) LF 480.0000 211,200.00 0.000 0 080 CONCRETE BARRIER (TYPE 60MS) LF 200.0000 116,000.00 0.000 0 081 CONCRETE BARRIER (TYPE 60MP) LF 310.0000 3,410.00 0.000 0 082 CONCRETE BARRIER TRANSITION LF 230.0000 50,600.00 0.000 0 (F) 083 REMOVE GUARDRAIL LF 20.0000 12,600.00 0.000 0 084 REMOVE CONCRETE BARRIER LF 50.0000 93,500.00 1,865.000 93,250.00 1,865.000 93,250 085 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.6000 28,728.00 0.000 0 WET NIGHT VISIBILITY) 086 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 1,342.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 087 PAINT TRAFFIC STRIPE (2-COAT) LF 0.4500 33,030.00 30,573.000 13,757 088 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 13,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 089 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 806.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 090 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 1,950.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 091 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 29,360.00 19,374.000 7,749.60 20,820.000 8,328 092 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 10,000.00 -3,205.000 -1,282.00 9,753.000 3,901 093 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 6,820.00 168.000 336 094 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.2000 23,688.00 0.000 0 (WARRANTY) (BROKEN 12-3) 095 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.9000 86,580.00 0.000 0 (WARRANTY) (BROKEN 36-12) 096 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.0000 3,600.00 0.000 0 (WARRANTY) 097 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.2000 44,208.00 0.000 0 (WARRANTY) (BROKEN 36-12) 098 TRAFFIC CENSUS STATION SYSTEMS LS 125,000.0000 125,000.00 0.000 0 099 MODIFYING LIGHTING SYSTEMS LS 365,000.0000 365,000.00 0.000 0 100 MODIFYING RAMP METERING SYSTEMS LS 16,000.0000 16,000.00 0.000 0 101 MODIFYING TRAFFIC MONITORING STATIONS LS 50,000.0000 50,000.00 0.000 0 102 MODIFYING CHANGEABLE MESSAGE SIGN LS 402,000.0000 402,000.00 0.000 0 SYSTEMS PROGRAM CAS145 PAGE 5 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S2804 TIME 09:59 AM ESTIMATE NO. 002 BID OPENING 05/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: VAZQUEZ, LUIS/CE- KARAM, IMAD DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 104 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 2,000.0000 8,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S2804 TIME 09:59 AM ESTIMATE NO. 002 BID OPENING 05/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: VAZQUEZ, LUIS/CE- KARAM, IMAD DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 147,862.60 357,161.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 147,862.60 357,161.25 105 MOBILIZATION LS 483,945.0000 483,945.00 0.500 241,972 ORIGINAL CONTRACT AMOUNT 5,075,573.00 TOTAL WORK COMPLETED 147,862.60 599,133.75 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 147,862.60 599,133.75 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 07/22/24 290 11/04/24 09/16/24 01/21/26 40 4 0 0 12% 14% PROGRESS IS SATISFACTORY VAZQUEZ, LUIS/CE- KARAM, IMAD RESIDENT ENGINEER