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(INDIANAPOLIS, INC.)
<br />1030 South Kitley Avenue
<br />Indianapolis, IN 46203
<br />August 13, 2019
<br />Commerce Center Mixed- Use Development, Architectural Precast Concrete
<br />SECTION 11 PLAN AND EQU 1PMENT UES'1TION AIRE
<br />Upon official award by way of a Contract/Notice of Proceed anticipated to be the week of 9/4/19,
<br />we would begin our engineering work and shop drawings within (1) day of contract award,
<br />engineering start approx. 9/5/19. Engineering would include work on the architectural precast
<br />panel layout and design. Shop drawings will be submitted for approval by approximately
<br />11/14/19, or 50 days after award. The approval period for shop drawings will be for 20 days,
<br />(11/14/19 to 12/11/19). Submission and approval of precast samples and thin brick samples are
<br />to be from 9/13/19 to 10/10/19, 20 days. After those approvals, the precast mock-up is to be
<br />produced and approved from 10/11/19 to 11/21/19. After all approvals, thin brick and form liner
<br />are to be ordered for production, which will begin on approx. 3/9/20, with all precast production
<br />being completed by 8/7/20. Embeds for the precast panels would be ordered and delivered as
<br />directed in the Precast Scope of Work (Level 2 embeds may not be available in time). The 1"
<br />mobilization for the delivery of the precast would be approximately 4/10/20 going through
<br />7/2/20. The 2nd mobilization for the balance of the precast walls would follow starting 7/3/20 and
<br />finishing 9/21 /20.
<br />Note that the Precast Scope of Work is only to deliver the precast panels to the site, the hoisting
<br />and erection is excluded from our scope. Hoisting and erection of the precast panels is Alternate
<br />#5. If Alternate #5 is accepted, then the erection crew will be composed of approx. 9 workers on
<br />average. Work will be one (1) shift per day, eight (8) hours per shift, five (5) days per week,
<br />Monday through Friday, Straight time. Excludes all cost to work overtime, weekends, holidays,
<br />and additional shifts. It is to be further understood that a large crane, loaded tractor trailers, and
<br />man -lifts will need to be able to have access around the entire structure to be able to set and brace
<br />the exterior architectural precast wall panels. Access next to the new structure must be provided
<br />by Others, per the attached crane access plan (if Alternate #5 is accepted). It is also understood
<br />that the tower crane on site (installed and maintained by F.A. Wilhelm) will be available for
<br />precast panel erection if and as required, per the Bid Documents. Normal site "wear and tear" on
<br />the surrounding ground, access road, and pavements can and should be expected. Site repairs as
<br />part of normal precast panel installation is not included in our bid. Crane mats will be used where
<br />possible and practical.
<br />2. On prior public works projects, we have subcontracted out the erection to: Area Erectors, Inc.,
<br />(1225 S. 7ffi St., Rochelle, IL); Ben Hur Construction (2120 Montcalm St., Indianapolis, IN);
<br />Sofco Erectors (7037 Brookville Rd., Indianapolis, IN), and Precast Services, Inc. (8200 Boyle
<br />Parkway, Twinsburg, OH 44087); they have all provided precast installation services on Coreslab
<br />projects in the Midwest. hi addition, Robert Haines Company (2747 N. Emerson, Indianapolis,
<br />IN), H.E.S.S. Caulking & Restoration (1091 S. 7th St, Rochelle, IL, 61068), and Ram
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