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 12/28/23 EST. NO. 006 TIME 08:55 AM R.E. NAME: 06-1A6404 --------------------------------------------------------------------------- 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 12/28/23 EST. NO. 006 TIME 08:55 AM R.E. NAME: 06-1A6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 043 -5,157.15 001 OVERBID ITEM NO. 043 -2,578.57 002 OVERBID ITEM NO. 043 -2,062.86 004 OVERBID ITEM NO. 043 -515.72 006 -515.72 -10,314.30 TOTAL DEDUCTIONS -515.72 -10,314.30 PROGRAM CAS145 PAGE 1 DATE 12/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1A6404 TIME 08:55 AM ESTIMATE NO. 006 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: DATE OF THIS ESTIMATE 12/28/23 LOCATION RERUN PROGRESS ESTIMATE 06-FRE-41-R23.1/ .0 ----------------------- 06-FRE-180-R58.7/ .0 T.P.A. CONSTRUCTION, INC. IN FRESNO COUNTY IN FRESNO ON ROUTE 2406 CLUBHOUSE DRIVE; 41 AT VENTURA AVENUE VIADUCT AND ROCKLIN CA 95765 ON ROUTE 180 AT 180/41 CONNECTOR SEPARATION FED. AID NO. N O N E JOINT AND DECK REHAB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,900.0000 1,900.00 0.900 1,710 002 TIME-RELATED OVERHEAD (WDAY) WDAY 750.0000 60,000.00 17.000 12,750.00 75.000 56,250 003 CONSTRUCTION AREA SIGNS LS 13,885.0000 13,885.00 0.064 888.64 0.782 10,858 004 TRAFFIC CONTROL SYSTEM LS 80,000.0000 80,000.00 0.213 17,040.00 0.939 75,120 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 200.0000 8,000.00 2.000 400 006 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 1,365.00 0.000 0 007 PORTABLE RADAR SPEED FEEDBACK SIGN EA 100.0000 2,700.00 0.000 0 SYSTEM DAY 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 5,600.0000 5,600.00 0.213 1,192.80 0.939 5,258 009 TEMPORARY RAILING (TYPE K) LF 50.0000 64,000.00 1,280.000 64,000 010 TEMPORARY CRASH CUSHION MODULE EA 800.0000 22,400.00 8.000 6,400 011 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.213 1,065.00 0.939 4,695 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 725.0000 725.00 0.750 543 013 STREET SWEEPING LS 5,000.0000 5,000.00 0.213 1,065.00 0.939 4,695 014 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 0.000 0 015 ASBESTOS COMPLIANCE PLAN LS 825.0000 825.00 1.000 825 016 ASBESTOS SURVEYING, SAMPLING AND LS 13,800.0000 13,800.00 1.000 13,800 ANALYSIS 017 TEMPORARY DECKING LS 33,000.0000 33,000.00 0.190 6,270.00 0.190 6,270 018 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 2,500.0000 90,000.00 4.800 12,000.00 4.800 12,000 (F) 019 DRILL AND BOND DOWEL LF 25.0000 7,325.00 0.000 0 020 CLEAN EXPANSION JOINT LF 50.0000 24,450.00 94.000 4,700.00 94.000 4,700 021 JOINT SEAL ASSEMBLY (MR 3") LF 235.0000 96,115.00 40.000 9,400.00 40.000 9,400 022 JOINT SEAL ASSEMBLY (MR 5") LF 1,875.0000 150,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1A6404 TIME 08:55 AM ESTIMATE NO. 006 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: DATE OF THIS ESTIMATE 12/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 BAR REINFORCING STEEL (BRIDGE) LB 4.0000 12,608.00 244.890 979.56 244.890 979 (F) 024 PUBLIC SAFETY PLAN LS 4,963.0000 4,963.00 0.750 3,722.25 0.750 3,722 025 RAPID SETTING CONCRETE (PATCH) CF 100.0000 12,300.00 114.000 11,400 026 REMOVE POLYESTER CONCRETE OVERLAY SQFT 1.6000 39,264.00 21,394.500 34,231 027 REMOVE UNSOUND CONCRETE CF 100.0000 12,300.00 114.000 11,400 028 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 24,540.00 1,120.000 1,120.00 19,400.500 19,400 029 FURNISH POLYESTER CONCRETE OVERLAY CF 93.0000 266,259.00 170.470 15,853.71 2,742.270 255,031 030 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.7500 116,565.00 6,259.500 29,732.63 24,540.000 116,565 (F) 031 BRIDGE REMOVAL (PORTION), LOCATION A LS 157,000.0000 157,000.00 0.230 36,110.00 0.230 36,110 032 BRIDGE REMOVAL (PORTION), LOCATION B LS 56,500.0000 56,500.00 0.000 0 033 REMOVE PAVEMENT MARKER EA 3.0000 108.00 0.000 0 034 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 360.00 0.000 0 035 CONCRETE BARRIER (TYPE 50) LF 500.0000 4,000.00 0.000 0 036 6" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 037 6" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 2,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 038 6" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 2,450.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 039 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 950.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 040 12" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 450.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 041 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 4,950.00 0.000 0 042 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 21,000.0000 21,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 12/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1A6404 TIME 08:55 AM ESTIMATE NO. 006 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: DATE OF THIS ESTIMATE 12/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 153,889.59 765,764.84 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 153,889.59 765,764.84 043 MOBILIZATION LS 170,000.0000 170,000.00 0.050 8,500.00 1.000 170,000 ORIGINAL CONTRACT AMOUNT 1,596,857.00 TOTAL WORK COMPLETED 162,389.59 935,764.84 MATERIALS ON HAND ON SITE -41,834.28 110,799.27 DEDUCTIONS -515.72 -10,314.30 TOTAL 120,039.59 1,036,249.81 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 043 MOBILIZATION 159,685.70 170,000.00 10,314.30 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 09/28/22 80 00/00/00 00/00/00 12/28/23 75 8 0 0 59% 94% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H RESIDENT ENGINEER