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 05/22/24 EST. NO. 002 TIME 07:01 AM R.E. NAME: SAED, MASOUD 03-2G7304 --------------------------------------------------------------------------- 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 05/22/24 EST. NO. 002 TIME 07:01 AM R.E. NAME: SAED, MASOUD 03-2G7304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2G7304 TIME 07:01 AM ESTIMATE NO. 002 BID OPENING 04/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SAED, MASOUD DATE OF THIS ESTIMATE 05/22/24 LOCATION RERUN PROGRESS ESTIMATE 03-SAC-5-0.0/3.6 ----------------------- MYERS & SONS CONSTRUCTION, LLC SACRAMENTO COUNTY NEAR MOKELUMNE CITY FROM 45 MORRISON AVE SACRAMENTO COUNTY LINE TO 0.5 MILE NORTH SACRAMENTO CA 95838 OF DIERSSEN ROAD OVERCROSSING FED. AID NO. N O N E REPLACE CONCRETE SLABS WITH INDIVIDUAL PRE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 90,000.00 17.000 51,000.00 17.000 51,000 003 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 0.500 3,500.00 0.500 3,500 004 TRAFFIC CONTROL SYSTEM LS 89,173.0000 89,173.00 0.570 50,828.61 0.570 50,828 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 305.0000 18,300.00 17.000 5,185.00 17.000 5,185 006 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,500.0000 3,500.00 0.500 1,750.00 0.500 1,750 007 JOB SITE MANAGEMENT LS 3,000.0000 3,000.00 0.570 1,710.00 0.570 1,710 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 0.000 0 009 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 0.500 3,000.00 0.500 3,000 010 TREATED WOOD WASTE LB 0.3000 360.00 0.000 0 011 LEAN CONCRETE BASE RAPID SETTING CY 425.0000 127,500.00 223.140 94,834.50 223.140 94,834 012 BASE BOND BREAKER SQYD 6.0000 10,500.00 1,536.000 9,216.00 1,536.000 9,216 013 HOT MIX ASPHALT (TYPE A) TON 1,880.0000 75,200.00 0.000 0 014 TACK COAT TON 1,200.0000 2,400.00 0.000 0 015 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 25.0000 14,750.00 0.000 0 016 SPALL REPAIR (POLYESTER CONCRETE) SQYD 8,750.0000 5,250.00 0.000 0 017 INDIVIDUAL PRECAST SLAB REPLACEMENT CY 2,000.0000 980,000.00 437.330 874,660.00 437.330 874,660 (IPSR) 018 REPLACE JOINT SEAL (SILICONE) LF 45.5000 1,638.00 0.000 0 019 REMOVE CONCRETE PAVEMENT AND BASE CY 260.0000 163,800.00 437.760 113,817.60 437.760 113,817 020 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 6,600.00 0.000 0 021 REMOVE ROADSIDE SIGN EA 100.0000 1,000.00 0.000 0 022 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 50.0000 250.00 0.000 0 BRACKET METHOD) PROGRAM CAS145 PAGE 2 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2G7304 TIME 07:01 AM ESTIMATE NO. 002 BID OPENING 04/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SAED, MASOUD DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN PANEL EA 100.0000 200.00 0.000 0 024 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 31.5000 6,300.00 0.000 0 025 FURNISH LAMINATED PANEL SIGN (2 SQFT 41.0000 4,920.00 0.000 0 1/2"-TYPE B) 026 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 1,078.00 0.000 0 (0.063"-UNFRAMED) 027 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 2,320.00 0.000 0 (0.080"-UNFRAMED) 028 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 3,240.00 0.000 0 (0.080"-FRAMED) 029 ROADSIDE SIGN - ONE POST EA 325.0000 1,625.00 0.000 0 030 ROADSIDE SIGN - TWO POST EA 525.0000 525.00 0.000 0 031 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 375.00 0.000 0 METHOD) 032 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 100.0000 300.00 0.000 0 POST 033 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 1,200.0000 3,600.00 0.000 0 BOX POST) 034 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 2,500.0000 15,000.00 0.000 0 035 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5600 103,428.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 036 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 7.0000 6,720.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 037 12" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 7,080.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 038 12" RUMBLE STRIP (ASPHALT CONCRETE STA 600.0000 7,800.00 0.000 0 PAVEMENT) 039 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.5000 51,920.00 0.000 0 (WARRANTY) 040 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.5000 170,550.00 0.000 0 (WARRANTY) (BROKEN 18-12) 041 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.5000 2,295.00 0.000 0 (WARRANTY) (BROKEN 17-7) PROGRAM CAS145 PAGE 3 DATE 05/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2G7304 TIME 07:01 AM ESTIMATE NO. 002 BID OPENING 04/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SAED, MASOUD DATE OF THIS ESTIMATE 05/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 1,211,501.71 1,211,501.71 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 1,211,501.71 1,211,501.71 ORIGINAL CONTRACT AMOUNT 1,998,997.00 TOTAL WORK COMPLETED 1,211,501.71 1,211,501.71 MATERIALS ON HAND ON SITE -472,916.00 0.00 DEDUCTIONS 0.00 0.00 TOTAL 738,585.71 1,211,501.71 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 05/25/23 30 00/00/00 00/00/00 06/09/24 17 104 0 0 61% 57% PROGRESS IS SATISFACTORY SAED, MASOUD RESIDENT ENGINEER