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Item Quantity Unit Unit Price <br />1 <br />180 HR 94.00$ <br />132 HR 94.00$ <br />1 EA 3,572.00$ <br />32,900.00$ <br />0.00% 0.00 <br />32,900.00$ <br />Additional 11 Hours x 12 Guys x 1 Additional Pour 12,408.00$ <br />Additional 5 Hours x 12 Guys x 3 Original Pours (Additional Time for Hand Screed)16,920.00$ <br />Jones Concrete & Excavation <br />Estimator - Carson Chester <br />Sub Total <br />TOTAL <br />541-861-8060 <br />SALES TAX <br />Ellensburg, <br />Project <br />Ellensburg Rodeo Improvements <br />ATTN: General Contractor <br />Concrete Proposal - RFP #2 <br /> Date: 1/19/2026 <br />Project Location <br />Washington <br />Amount (US $)Work Description <br />3,572.00$ <br />Flat Stair Pads Below Grandstands to Include: <br />Concrete Pump Truck for Additional Pour <br />Customer: <br />Authorized Signature:____________________ <br />Name:___________________________ <br />Date of Acceptance:________________ <br />Includes additional time to identify stair locationsusing 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 />www.JonesConcrete.pro 1/1 <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 />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 />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.