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 10/24/23 EST. NO. 003 TIME 04:50 PM R.E. NAME: DAVID ABLEDU 10-1N5204 --------------------------------------------------------------------------- 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 10/24/23 EST. NO. 003 TIME 04:50 PM R.E. NAME: DAVID ABLEDU 10-1N5204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1N5204 TIME 04:50 PM ESTIMATE NO. 003 BID OPENING 05/04/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 10/24/23 LOCATION PROGRESS ESTIMATE 10-VAR ----------------- MYERS & SONS CONSTRUCTION, LLC SAN JOAQUIN COUNTY AT VARIOUS LOCATIONS 45 MORRISON AVE SACRAMENTO CA 95838 FED. AID NO. N O N E REPAIR APPROACH SLAB AND PLACE POLYESTER C ------------------------------------------------------------------------------------------------------------------------------------ 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 1,800 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,300.0000 104,000.00 8.000 10,400.00 40.000 52,000 003 CONSTRUCTION AREA SIGNS LS 8,300.0000 8,300.00 0.700 5,810 004 TRAFFIC CONTROL SYSTEM LS 225,000.0000 225,000.00 0.140 31,500.00 0.500 112,500 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 383.0000 28,725.00 7.000 2,681.00 37.000 14,171 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,000.0000 8,000.00 0.140 1,120.00 0.500 4,000 007 JOB SITE MANAGEMENT LS 2,500.0000 2,500.00 0.140 350.00 0.500 1,250 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,200.0000 1,200.00 0.700 840 009 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.100 500.00 0.500 2,500 010 ASBESTOS COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 011 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 12.0000 14,400.00 1,200.000 14,400 STRIPE (HAZARDOUS WASTE) 012 WORK AREA MONITORING (BRIDGE) LS 6,542.1300 6,542.13 0.000 0 013 ASBESTOS SURVEYING, SAMPLING AND LS 12,000.0000 12,000.00 1.000 12,000 ANALYSIS 014 CLEARING AND GRUBBING (LS) LS 6,200.0000 6,200.00 0.000 0 015 HOT MIX ASPHALT (TYPE A) TON 331.3000 152,398.00 0.000 0 016 TACK COAT TON 2,000.0000 200.00 0.000 0 017 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.1500 35,110.50 0.000 0 018 GRIND EXISTING BRIDGE DECK SQYD 95.0000 19,570.00 206.000 19,570 019 AGGREGATE BASE (APPROACH SLAB) CY 450.0000 9,000.00 0.000 0 020 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,900.0000 376,200.00 33.710 64,049.00 103.710 197,049 R) 021 PAVING NOTCH EXTENSION CF 250.0000 29,750.00 12.490 3,122.50 50.490 12,622 022 CLEAN EXPANSION JOINT LF 40.3100 9,916.26 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1N5204 TIME 04:50 PM ESTIMATE NO. 003 BID OPENING 05/04/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 JOINT SEAL (MR 1/2") LF 98.8700 26,892.64 0.000 0 024 BONDED JOINT SEAL (MR 1") LF 142.9200 14,863.68 0.000 0 025 CLEAN AND PAINT STRUCTURAL STEEL LS 60,758.3800 60,758.38 0.000 0 (EXISTING BRIDGE) 026 PUBLIC SAFETY PLAN LS 8,500.0000 8,500.00 0.180 1,530.00 0.500 4,250 027 INJECT CRACK (EPOXY) LF 110.0000 58,850.00 700.000 77,000.00 700.000 77,000 028 RAPID SETTING CONCRETE (PATCH) CF 313.0000 22,223.00 0.000 0 029 REMOVE UNSOUND CONCRETE CF 455.0000 32,305.00 0.000 0 030 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.4200 14,290.92 0.000 0 031 FURNISH POLYESTER CONCRETE OVERLAY CF 96.0000 309,696.00 0.000 0 032 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.7500 120,952.50 0.000 0 (F) 033 TREAT BRIDGE DECK SQFT 1.5000 2,658.00 0.000 0 (F) 034 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 150.0000 3,300.00 0.000 0 035 BRIDGE REMOVAL (PORTION) LS 9,500.0000 9,500.00 0.000 0 036 MISCELLANEOUS METAL (RESTRAINER - CABLE LB 89.2200 6,245.40 0.000 0 (F) TYPE) 037 HEAT STRAIGHTEN STEEL GIRDER LS 14,000.0000 14,000.00 0.000 0 038 REMOVE PAVEMENT MARKER EA 15.0000 2,700.00 180.000 2,700 039 PAVEMENT MARKER (RETROREFLECTIVE) EA 20.0000 2,600.00 0.000 0 040 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.7000 415.80 0.000 0 (0.063"-UNFRAMED) 041 ROADSIDE SIGN - ONE POST EA 325.0000 650.00 0.000 0 042 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 10,960.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 043 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 11,100.00 1,850.000 11,100 044 12" RUMBLE STRIP (ASPHALT CONCRETE STA 2,500.0000 2,500.00 0.000 0 PAVEMENT) 045 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 17.0000 49,130.00 0.000 0 046 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 3,420.00 0.000 0 (WARRANTY) (BROKEN 36-12) PROGRAM CAS145 PAGE 3 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1N5204 TIME 04:50 PM ESTIMATE NO. 003 BID OPENING 05/04/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 192,252.50 548,562.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 192,252.50 548,562.50 047 MOBILIZATION LS 200,681.8400 200,681.84 0.200 40,136.37 0.950 190,647 ORIGINAL CONTRACT AMOUNT 2,048,005.05 TOTAL WORK COMPLETED 232,388.87 739,210.25 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 232,388.87 739,210.25 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 06/05/23 80 08/01/23 11/27/23 11/27/23 40 0 0 0 36% 50% PROGRESS IS SATISFACTORY DAVID ABLEDU RESIDENT ENGINEER