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 01/02/25 EST. NO. 011 TIME 01:38 PM R.E. NAME: GONZALEZ, ALFONSO 08-0G6904 --------------------------------------------------------------------------- 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 01/02/25 EST. NO. 011 TIME 01:38 PM R.E. NAME: GONZALEZ, ALFONSO 08-0G6904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION JULY 2024 -10,000.00 007 AUGUST 2024 -7,000.00 008 AUGUST 2024 RLS 7,000.00 009 JULY 2024 RLS 10,000.00 009 SEPTEMBER 2024 -1,000.00 009 SEPTEMBER 2024 RLS 1,000.00 010 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/02/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6904 TIME 01:38 PM ESTIMATE NO. 011 BID OPENING 03/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/24 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 01/02/25 LOCATION FINAL ESTIMATE 08-SBD-18-44.3/68.5 -------------- BEADOR CONSTRUCTION COMPANY, SAN BERNARDINO COUNTY NEAR BIG BEAR LAKE INC. FROM BIG BEAR LAKE DAM TO 1.6 MILES NORTH 26320 LESTER CIRCLE OF SMARTS RANCH ROAD CORONA CA 92883 FED. AID NO. N O N E PLACE HMA (TYPE A), CSP, AND STRUCTURAL/MI ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 7,500 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 7,500.0000 7,500.00 0.500 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,250.0000 187,500.00 150.000 187,500 004 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000 005 CONSTRUCTION AREA SIGNS LS 55,000.0000 55,000.00 1.000 55,000 006 TRAFFIC CONTROL SYSTEM LS 324,790.0000 324,790.00 1.000 324,790 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 825.0000 247,500.00 43.000 35,475 008 PORTABLE RADAR SPEED FEEDBACK SIGN EA 80.0000 24,000.00 107.000 8,560 SYSTEM DAY 009 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,500.0000 5,500.00 1.000 5,500 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,100.0000 60,600.00 6.000 60,600 011 END OF QUEUE MONITORING AND WARNING WITH EA 3,300.0000 33,000.00 0.000 0 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 012 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 1.000 75,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 8,000.00 0.000 0 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 8,000.00 0.000 0 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 017 TEMPORARY SOIL BINDER SQYD 0.2500 2,330.00 0.000 0 018 TEMPORARY COVER SQYD 45.0000 1,125.00 0.000 0 019 TEMPORARY FIBER ROLL LF 25.0000 17,500.00 0.000 0 020 TEMPORARY CONCRETE WASHOUT LS 55,000.0000 55,000.00 1.000 55,000 021 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 100,000.0000 100,000.00 1.000 100,000 PROGRAM CAS145 PAGE 2 DATE 01/02/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6904 TIME 01:38 PM ESTIMATE NO. 011 BID OPENING 03/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/24 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 01/02/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 023 CLEARING AND GRUBBING (LS) LS 85,000.0000 85,000.00 1.000 85,000 024 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 460.0000 23,000.00 15.000 6,900 DEPOSITED LEAD) 025 STRUCTURE BACKFILL (SLURRY CEMENT) CY 685.0000 5,480.00 8.000 5,480 (F) 026 HYDROMULCH SQFT 0.5000 7,250.00 14,500.000 7,250 027 HYDROSEED SQFT 1.0000 6,220.00 6,220.000 6,220 028 CLASS 2 AGGREGATE BASE (CY) CY 1,035.0000 144,900.00 140.000 144,900 029 PRIME COAT TON 13,350.0000 9,345.00 0.700 9,345 030 HOT MIX ASPHALT (TYPE A) TON 490.0000 142,100.00 282.000 138,180 031 TACK COAT TON 55,000.0000 11,000.00 0.200 11,000 032 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 19.0000 141,170.00 7,430.000 141,170 033 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 43.0000 38,270.00 967.000 41,581 034 STRUCTURAL CONCRETE, HEADWALL CY 2,750.0000 112,750.00 41.000 112,750 035 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,675.0000 9,350.00 2.000 9,350 (F) 036 MINOR CONCRETE (MINOR STRUCTURE) CY 2,260.0000 128,820.00 57.000 128,820 (F) 037 BAR REINFORCING STEEL LB 10.0000 25,880.00 2,588.000 25,880 (F) 038 CONCRETE BACKFILL (PIPE TRENCH) CY 1,600.0000 159,520.00 99.700 159,520 (F) 039 12" CORRUGATED STEEL PIPE (.079" THICK) LF 480.0000 163,200.00 340.000 163,200 040 18" CORRUGATED STEEL PIPE (.109" THICK) LF 345.0000 296,700.00 940.000 324,300 041 24" CORRUGATED STEEL PIPE (.138" THICK) LF 630.0000 126,000.00 187.000 117,810 042 30" CORRUGATED STEEL PIPE (.138" THICK) LF 785.0000 47,100.00 60.000 47,100 043 36" CORRUGATED STEEL PIPE RISER (.138" LF 2,135.0000 38,430.00 18.000 38,430 THICK) 044 12" STEEL FLARED END SECTION EA 1,375.0000 4,125.00 3.000 4,125 045 18" STEEL FLARED END SECTION EA 1,650.0000 6,600.00 4.000 6,600 046 24" STEEL FLARED END SECTION EA 2,750.0000 2,750.00 1.000 2,750 047 REMOVE CULVERT (LF) LF 26.0000 37,440.00 1,440.000 37,440 048 REMOVE INLET EA 2,750.0000 13,750.00 5.000 13,750 PROGRAM CAS145 PAGE 3 DATE 01/02/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6904 TIME 01:38 PM ESTIMATE NO. 011 BID OPENING 03/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/24 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 01/02/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 REMOVE HEADWALL EA 2,750.0000 49,500.00 18.000 49,500 050 SAND BACKFILL CY 3,650.0000 5,475.00 1.500 5,475 051 MINOR CONCRETE (MISCELLANEOUS CY 3,650.0000 5,475.00 1.500 5,475 CONSTRUCTION) 052 MISCELLANEOUS IRON AND STEEL LB 11.0000 9,152.00 832.000 9,152 (F) 053 REMOVE PAVEMENT MARKER EA 13.0000 2,340.00 180.000 2,340 054 PAVEMENT MARKER EA 21.0000 3,780.00 180.000 3,780 (RETROREFLECTIVE-RECESSED) 055 MARKER (CULVERT) EA 135.0000 7,830.00 58.000 7,830 056 VEGETATION CONTROL (MINOR CONCRETE) SQYD 375.0000 30,000.00 0.000 0 057 CABLE RAILING LF 160.0000 15,552.00 97.200 15,552 (F) 058 RECONSTRUCT GUARDRAIL LF 140.0000 22,400.00 137.500 19,250 059 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 5.3000 23,055.00 4,350.000 23,055 060 REMOVE PAINTED TRAFFIC STRIPE LF 2.3000 13,340.00 5,800.000 13,340 061 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 1.000 5,500 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 01/02/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6904 TIME 01:38 PM ESTIMATE NO. 011 BID OPENING 03/01/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/24 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 01/02/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,897,275.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 35,040.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,932,315.32 062 MOBILIZATION LS 356,406.0000 356,406.00 1.000 356,406 ORIGINAL CONTRACT AMOUNT 3,587,300.00 TOTAL WORK COMPLETED 0.00 3,288,721.32 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 3,288,721.32 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/19/23 150 08/14/23 08/14/23 11/04/24 150 166 0 0 100% 100% GONZALEZ, ALFONSO RESIDENT ENGINEER