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2026-02-10-minutes-solid-waste-and-maintenance
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2026-04-07 10:00 AM - Commissioners' Agenda
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2026-02-10-minutes-solid-waste-and-maintenance
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Last modified
4/2/2026 12:36:27 PM
Creation date
4/2/2026 12:23:25 PM
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Meeting
Date
4/7/2026
Meeting title
Commissioners' Agenda
Location
Commissioners' Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Supporting documentation
Supplemental fields
Item
Approve Minutes
Order
1
Placement
Consent Agenda
Row ID
143218
Type
Minutes
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ATTN: General Contractor <br />Concrete Proposal - RFP #2 <br />Date: 1/19/2026 <br />Project <br />Ellensburg Rodeo Improvements <br />Project Location <br />Ellensburg, <br />Washington <br />Item Work Description Quantity Unit Unit Price Amount (US $) <br />1 Flat Stair Pads Below Grandstands to Include: <br />Additional 5 Hours x 12 Guys x 3 Original Pours (Additional Time for Hand Screel 180 H R $ 94.00 $ 16,920.00 <br />Additional 11 Hours x 12 Guys x 1 Additional Pour 132 HR $ 94.00 $ 12,408.00 <br />Concrete Pump Truck for Additional Pour 1 EA $ 3,572.00 $ 3,572.00 <br />Includes 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 />Jones Concrete & Excavation <br />Customer: <br />Estimator -Carson Chester <br />Authorized Signature: 541-861-8060 <br />Name: Sub Total $ 32,900.00 <br />Date of Acceptance: <br />SALES TAX 0.00% 0.00 <br />TOTAL $ 32,900.00 <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 subcontractor 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 additional 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 />www.JonesConcrete.pro 1/1 <br />
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