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 12/23/24 EST. NO. 005 TIME 09:31 AM R.E. NAME: KOURY, PETER 08-1J7104 --------------------------------------------------------------------------- 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 12/23/24 EST. NO. 005 TIME 09:31 AM R.E. NAME: KOURY, PETER 08-1J7104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DECEMBER 2024 -10,000.00 005 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 12/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J7104 TIME 09:31 AM ESTIMATE NO. 005 BID OPENING 02/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: KOURY, PETER DATE OF THIS ESTIMATE 12/23/24 LOCATION PROGRESS ESTIMATE 08-RIV-10-R91.9 ----------------- BEADOR CONSTRUCTION COMPANY, RIVERSIDE COUNTY NEAR DESERT CENTER AT INC. ORRIS DITCH BRIDGE 2900 BRISTOL STREET D204 COSTA MESA CA 92626 FED. AID NO. N O N E STRUCTURE EXCAVATION, PARTIALLY GROUTED RS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 0.130 975.00 0.870 6,525 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 165,000.00 20.000 30,000.00 96.000 144,000 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 1.000 2,000.00 2.000 4,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 8,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.320 8,000.00 0.700 17,500 006 TRAFFIC CONTROL SYSTEM LS 251,648.0000 251,648.00 0.182 45,799.94 0.562 141,426 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,600.0000 32,000.00 7.000 11,200.00 14.000 22,400 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 7,800.00 7,400.000 4,440.00 12,960.000 7,776 009 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 1,540.00 50.000 2,750.00 64.000 3,520 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 80.0000 17,600.00 80.000 6,400.00 137.000 10,960 SYSTEM DAY 011 TEMPORARY BARRIER SYSTEM LF 25.0000 84,000.00 2,280.000 57,000 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,000.0000 28,000.00 2.000 14,000.00 4.000 28,000 013 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 5,000.0000 20,000.00 2.000 10,000 014 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.220 7,700.00 0.500 17,500 015 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 0.250 1,250.00 0.750 3,750 016 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 017 TEMPORARY SOIL BINDER SQYD 0.2000 4,400.00 0.000 0 018 TEMPORARY FIBER ROLL LF 5.0000 5,000.00 960.000 4,800.00 960.000 4,800 019 TEMPORARY GRAVEL BAG BERM LF 15.0000 1,500.00 100.000 1,500.00 100.000 1,500 020 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 2.000 10,000 021 TEMPORARY CONSTRUCTION ROADWAY SQYD 140.0000 140,000.00 400.000 56,000.00 1,000.000 140,000 022 TEMPORARY CONCRETE WASHOUT LS 17,500.0000 17,500.00 0.500 8,750.00 1.000 17,500 PROGRAM CAS145 PAGE 2 DATE 12/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J7104 TIME 09:31 AM ESTIMATE NO. 005 BID OPENING 02/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: KOURY, PETER DATE OF THIS ESTIMATE 12/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.9000 14,400.00 0.000 0 024 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 140,000.0000 140,000.00 0.182 25,480.00 0.462 64,680 025 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 0.250 6,250.00 0.750 18,750 026 ROADWAY EXCAVATION CY 50.0000 25,000.00 400.000 20,000.00 500.000 25,000 027 STRUCTURE EXCAVATION (BRIDGE) CY 1,050.0000 10,500.00 5.000 5,250.00 10.000 10,500 (F) 028 STRUCTURE EXCAVATION (PARTIALLY GROUTED CY 60.0000 212,700.00 355.000 21,300.00 2,482.000 148,920 ROCK SLOPE PROTECTION) 029 STRUCTURE BACKFILL (BRIDGE) CY 1,200.0000 10,800.00 0.000 0 (F) 030 HYDROSEED SQFT 0.1500 9,345.00 0.000 0 031 CLASS 2 AGGREGATE BASE (CY) CY 85.0000 114,750.00 408.600 34,731 032 HOT MIX ASPHALT (TYPE A) TON 410.0000 738.00 0.000 0 033 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 275.0000 162,250.00 0.000 0 034 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 46.0000 6,440.00 0.000 0 035 TACK COAT TON 275.0000 550.00 0.000 0 036 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 51,600.00 380.000 4,560 037 STRUCTURAL CONCRETE, BRIDGE CY 5,925.0000 201,450.00 12.000 71,100.00 29.000 171,825 (F) 038 DRILL AND BOND DOWEL LF 65.0000 97,825.00 752.000 48,880.00 1,505.000 97,825 039 BAR REINFORCING STEEL (BRIDGE) LB 4.0000 43,008.00 5,376.000 21,504.00 10,752.000 43,008 (F) 040 BRIDGE REMOVAL (PORTION) LS 80,000.0000 80,000.00 0.500 40,000.00 1.000 80,000 041 PARTIALLY GROUTED ROCK SLOPE PROTECTION CY 290.0000 602,040.00 830.000 240,700.00 1,038.000 301,020 (300LB, CLASS IV, METHOD B) (CY) 042 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 4.0000 11,124.00 1,390.000 5,560.00 1,668.000 6,672 043 CHAIN LINK FENCE (TYPE CL-6) LF 52.0000 40,040.00 0.000 0 044 REMOVE FENCE LF 10.0000 7,700.00 0.000 0 045 GUARD RAILING DELINEATOR EA 50.0000 1,600.00 0.000 0 046 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.0000 1,056.00 0.000 0 047 OBJECT MARKER (TYPE P) EA 65.0000 520.00 0.000 0 048 REMOVE MARKER EA 16.0000 1,536.00 0.000 0 049 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 45.0000 49,500.00 800.000 36,000.00 800.000 36,000 PROGRAM CAS145 PAGE 3 DATE 12/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J7104 TIME 09:31 AM ESTIMATE NO. 005 BID OPENING 02/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: KOURY, PETER DATE OF THIS ESTIMATE 12/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 VEGETATION CONTROL (MINOR CONCRETE) SQYD 62.0000 37,200.00 0.000 0 051 TRANSITION RAILING (TYPE WB-31) EA 5,500.0000 22,000.00 2.000 11,000.00 2.000 11,000 052 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,500.0000 22,000.00 2.000 11,000.00 2.000 11,000 053 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 260.0000 111,540.00 100.000 26,000.00 314.000 81,640 (F) 054 REMOVE GUARDRAIL LF 13.0000 10,790.00 250.000 3,250.00 825.000 10,725 055 THERMOPLASTIC TRAFFIC STRIPE (ENHANCED LF 2.7500 16,885.00 0.000 0 WET NIGHT VISIBILITY) 056 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.9000 9,405.00 0.000 0 057 12" RUMBLE STRIP (ASPHALT CONCRETE STA 1,000.0000 20,000.00 0.000 0 PAVEMENT) 058 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 16.0000 7,520.00 0.000 0 059 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.100 500 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 12/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J7104 TIME 09:31 AM ESTIMATE NO. 005 BID OPENING 02/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: KOURY, PETER DATE OF THIS ESTIMATE 12/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 798,838.94 1,806,513.18 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 798,838.94 1,806,513.18 060 MOBILIZATION LS 339,000.0000 339,000.00 0.050 16,950.00 1.000 339,000 ORIGINAL CONTRACT AMOUNT 3,399,300.00 TOTAL WORK COMPLETED 815,788.94 2,145,513.18 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 805,788.94 2,135,513.18 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 06/07/24 110 08/05/24 08/05/24 01/23/25 89 6 0 0 62% 81% PROGRESS UNSATISFACTORY KOURY, PETER RESIDENT ENGINEER