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 07/22/24 EST. NO. 003 TIME 12:44 PM R.E. NAME: MALLORY NICOLE 02-2J9604 --------------------------------------------------------------------------- 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 07/22/24 EST. NO. 003 TIME 12:44 PM R.E. NAME: MALLORY NICOLE 02-2J9604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2J9604 TIME 12:44 PM ESTIMATE NO. 003 BID OPENING 05/11/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: MALLORY NICOLE DATE OF THIS ESTIMATE 07/22/24 LOCATION RERUN PROGRESS ESTIMATE 02-VAR ----------------------- DEES BURKE ENGINEERING SISKIYOU COUNTY AT VARIOUS LOCATIONS FROM CONSTRUCTORS, LLC OAK STREET UNDERCROSSING TO KLAMATH RIVER 207 W STATE STREET BRIDGE AND SEPARATION BRIDGE NO. 02-0134R ONTARIO CA 91762 FED. AID NO. N O N E PLACE POLYESTER CONCRETE OVERLAY, HMA (TYP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800.00 1.000 1,800 002 TIME-RELATED OVERHEAD (LS) LS 52,175.5100 52,175.51 0.192 10,017.70 0.192 10,017 003 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.639 9,585.00 0.639 9,585 004 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.192 28,800.00 0.192 28,800 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 100.0000 10,000.00 18.000 1,800.00 18.000 1,800 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 4,500.0000 4,500.00 0.192 864.00 0.192 864 SYSTEMS (LS) 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,500.0000 8,500.00 0.192 1,632.00 0.192 1,632 008 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 200.0000 2,000.00 0.000 0 009 JOB SITE MANAGEMENT LS 4,000.0000 4,000.00 0.192 768.00 0.192 768 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 4,000.0000 4,000.00 0.750 3,000.00 0.750 3,000 011 TEMPORARY TACKED STRAW SQYD 15.0000 8,400.00 0.000 0 012 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.192 384.00 0.192 384 013 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 15,000.0000 15,000.00 0.500 7,500.00 0.500 7,500 014 TEMPORARY HIGH-VISIBILITY FENCE LF 12.0000 5,160.00 0.000 0 015 ROADWAY EXCAVATION CY 390.4800 42,952.80 0.000 0 016 SHOULDER BACKING TON 157.2700 28,308.60 0.000 0 017 STRUCTURE BACKFILL (BRIDGE) CY 1,491.6700 35,800.08 0.000 0 (F) 018 STRUCTURE BACKFILL (SLURRY CEMENT) CY 5,530.7600 16,592.28 0.000 0 (F) 019 HOT MIX ASPHALT (TYPE A) TON 455.6900 236,958.80 0.000 0 020 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 18.7500 7,500.00 0.000 0 021 TACK COAT TON 6,060.0000 9,090.00 0.000 0 022 REMOVE ASPHALT CONCRETE DIKE LF 20.0000 8,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2J9604 TIME 12:44 PM ESTIMATE NO. 003 BID OPENING 05/11/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: MALLORY NICOLE DATE OF THIS ESTIMATE 07/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.3700 45,034.10 0.000 0 024 GRIND EXISTING BRIDGE DECK SQYD 100.0000 26,800.00 268.000 26,800.00 268.000 26,800 025 CLEAN EXPANSION JOINT LF 49.0000 47,285.00 0.000 0 026 JOINT SEAL (MR 1/2") LF 97.0000 16,296.00 0.000 0 027 JOINT SEAL (MR 1") LF 112.0000 64,960.00 0.000 0 028 JOINT SEAL (MR 2") LF 255.0000 6,375.00 0.000 0 029 BONDED JOINT SEAL (MR 1") LF 124.0000 23,808.00 0.000 0 030 PUBLIC SAFETY PLAN LS 15,000.0000 15,000.00 1.000 15,000.00 1.000 15,000 031 RAPID SETTING CONCRETE (PATCH) CF 125.0000 12,500.00 19.000 2,375.00 19.000 2,375 032 REMOVE UNSOUND CONCRETE CF 125.0000 12,500.00 19.000 2,375.00 19.000 2,375 033 REMOVE POLYESTER CONCRETE OVERLAY SQFT 1.4000 56,929.60 39,556.000 55,378.40 39,556.000 55,378 034 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.2500 62,830.00 47,683.000 59,603.75 47,683.000 59,603 035 FURNISH POLYESTER CONCRETE OVERLAY CF 100.0000 687,900.00 6,497.800 649,780.00 6,497.800 649,780 036 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.5000 276,452.00 50,264.000 276,452.00 50,264.000 276,452 (F) 037 GALVANIC ANODES EA 65.0000 5,200.00 23.000 1,495.00 23.000 1,495 038 ADJUST INLET EA 2,000.0000 2,000.00 0.000 0 039 ADJUST OVERSIDE DRAIN EA 400.0000 400.00 0.000 0 040 REMOVE PAVEMENT MARKER EA 20.0000 1,480.00 0.000 0 041 PAVEMENT MARKER EA 60.0000 4,440.00 0.000 0 (RETROREFLECTIVE-RECESSED) 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 16,600.00 0.000 0 043 12" RUMBLE STRIP (ASPHALT CONCRETE STA 800.0000 19,200.00 0.000 0 PAVEMENT) 044 6" METHYL METHACRYLATE PAINT TRAFFIC LF 7.0000 57,050.00 0.000 0 STRIPE 045 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 9,000.0000 9,000.00 0.192 1,728.00 0.192 1,728 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 07/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2J9604 TIME 12:44 PM ESTIMATE NO. 003 BID OPENING 05/11/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: MALLORY NICOLE DATE OF THIS ESTIMATE 07/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,157,137.85 1,157,137.85 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 56,648.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,157,137.85 1,213,786.09 046 MOBILIZATION LS 230,000.0000 230,000.00 1.000 230,000.00 1.000 230,000 ORIGINAL CONTRACT AMOUNT 2,367,777.77 TOTAL WORK COMPLETED 1,387,137.85 1,443,786.09 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,387,137.85 1,443,786.09 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 07/05/23 120 10/23/23 10/23/23 12/10/24 23 226 0 0 60% 19% PROGRESS IS SATISFACTORY MALLORY NICOLE RESIDENT ENGINEER