Flat Work and Concrete

Description

Callaway Stadium Renovations RFP (10/26/2023) 801 Dallis Street, LaGrange, Ga 30240 Concrete Flat Work & Concrete Stadium Refurbishment Quote/Bid #1 - Concrete Flat Work (Scope of Work): Concrete Flat Work (Both Sides, Home & Away)          Cut Out, Demolish, Remove, Form, Re-pour with 3,000 psi (wire reinforced) Concrete, and Finish (medium broom texture) to Match Surrounding Concrete. Approximately 1,610 total square feet (assume 4”-5” thickness) (see aerial plan/layout). Contractor shall field verify all dimensions/quantities/locations. Clean-up & dispose of all construction debris and/or trash, per Local/State/Federal Regulations. Protect surrounding areas from damage & debris. NO materials/equipment/labor shall be allowed on the playing field. Submit a Quote/Bid to include all materials, labor, equipment, etc. Submit a copy of all manufacturer’s product warranties and the contractor’s written warranty covering all labor, installation, and workmanship. Also, please submit a unit price ($ / sq.ft.) for additional concrete flat work. Quote/Bid #2 - Concrete Stadium Refurbishment (Scope of Work): Concrete Elevated Walkways (Both Sides, Home & Away)        At the front overhang of the elevated walkways, remove compromised/loose concrete and abrasive blast the spalled edges. Form all areas to replicate original structure. Prime the blasted substrate with Sikadur 32 Hi-Mod seeded with 16/20 grit quartz sand, according to manufacturer’s specifications. With pea gravel extended SikaQuick 1000, re-pour and finish the front overhangs, according to manufacturer’s specifications. Cast-Off shall be applied to all forms. Walkway spalls and delaminated areas shall be sounded according to ASTM D-4580 and non-sound non-homogenous areas shall be demarcated with marking paint and excavated to sound substrate at a depth no less than 1/2". All exposed rebar or conduit shall be treated with Sika Armatec 110 EpoCem, according to manufacturer’s specifications. Re-pour and finish all excavated areas with SikaQuick 1000, according to manufacturer’s specifications. Spalled expansion joints shall be addressed according to ICRI guidelines by perpendicular cutting the full width of the spalls to a depth no less than 1" and excavating the concrete between cuts. Re-pour and finish all excavated areas with SikaQuick 1000, according to manufacturer’s specifications. Cut new 3/8"-1/2" expansion joints in all the repaired cavities.