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Fully Execuited Change Order
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2026-02-03 10:00 AM - Commissioners' Agenda
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Fully Execuited Change Order
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Last modified
8/6/2026 2:20:49 PM
Creation date
8/6/2026 2:20:41 PM
Metadata
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Meeting
Date
2/3/2026
Meeting title
Commissioners' Agenda
Location
Commissioners' Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Fully Executed Version
Supplemental fields
Item
Request to Approve Change Order No. 3 with Cascade Central
Order
4
Placement
Consent Agenda
Row ID
140878
Type
Contract
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Concrete Proposal- RFP #2 <br />Datet ut9l2026 <br />Project <br />Ellensburg Rodeo lmprovements <br />ATTN: General Contractor Project Location <br />Ellensburg, <br />Washington <br />Concrete contractor time to layout flat boundaries is in addition to the survey time. CCC survey will locate the corners of each <br />flat area but concrete subcontiactor will still need to do the work of setting up forms, setting up string lines, set grade rods, and <br />confirm exact elevations. <br />The first item captures additional manpower required due to the change in screed styles for the crew as a whole. Screeding by hand requires <br />an additional pour. Screeding by hand will increase truck spacing, pour out time, and screed time for all pours at the concourse slab. The <br />second item captures addiiionai finishing time at each stair location. The third item is associated with the pump truck for the separate pour. <br />Originally Jones was planning to roller screed the entire slab but these flattened areas <br />are too small to roller Screed and must be done by hand. Please review last <br />comments and proposal as well. Concrete proposal specified switch from roller <br />Screed to hand screed, not the other way around which Seems like was a <br />misunderstanding during the last review comments. <br />Item Work Description quantity Unit Unit Price Amount (US $) <br />Flat Stair Pads Below Grandstands to lnclude: <br />5 Hours x 12 Guys x 3 Original Pouts (Additional <br />11 Hours x 12 Guys x 1 Additional Pour <br />Pump Truck for Additional Pour <br />t <br />Time for Hand Scree <br />I li ,,;r::l <br />180 <br />t32 <br />1 <br />s <br />5 <br />s <br />16,920.00 <br />72,408.00 <br />3,572.OO <br />lncludes additional time to identify stair locations using provided survey points, maintain boundries of flatness & <br />additional finishing time to confirm proper elevations at each stair pad location. A roller screed provides flat <br />concrete with less labor. There are too many elevations to be met for a roller screed to be practical. Originally, <br />there was a ridge along the seating-retaining wall, 5 catch basins to meet, & forms along the outside of the slab. <br />This has added 32 elevation points that must be met within the center of the slab. This was not a small change. <br />Customer: <br />Authorized Signatu <br />Name:_ <br />Date of Acceptance <br />lones Concrete & Excavotion <br />Estimotor - Carson Chester <br />547-867-8060 <br />Sub Total s 32,900.00 <br />SALES TAX O.OO%0.00 <br />TOTAL S sz,goo.oo <br />www.JonesConcrete. pro 7/1
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