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(11-07-01) Special Inspection Svcs, including Geotechnical/Const. Admin.
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Tally Engineering, Inc.
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Last modified
8/30/2011 2:27:13 PM
Creation date
8/30/2011 2:26:27 PM
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CityClerk-Bids_RFP_RFQ
Project Name
Special Inspection Svcs including Geotechnical
Bid No. (xx-xx-xx)
11-07-01
Project Type (Bid, RFP, RFQ)
RFQ
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<br />., <br /> <br />LIST OF PROJECT WITHIN THE LAST FIVE YEARS <br /> <br />. <br /> <br />-, <br /> <br />., <br /> <br />Development <br />Date: Completed 07/2007 <br />Scope of Service Provided: Design and construction of a ramp and bridge <br />The project consisted of adding a new Sunpass only exit interchange northbound and southbound with an extension of <br />1.5 miles off of Jog Road to State Road 710 in Riviera Beach, Florida. The project included two MSE walls, one <br />bridge spanning over the Turnpike, 2,000 feet of eight-feet-tall cast-in-place sound wall and drainage improvements. <br />Quality control management of all material being used within the limit of the project. Monitor and inspect the field <br />placement of all structural fill material (embankment, pipe-backfill, sub-grade, base rock and MSE retaining wall <br />system). Monitor the placement of all structural concrete including drill shafts for Mast Arms and Cantilever Signs. <br />Prepare and monitor all Mass Concrete placements for bridge footings, columns and pier caps. Monitor the <br />excavation and concrete placement for all the Mast Arms and Cantilever Signs drill shaft structures. <br /> <br />. <br /> <br />. <br /> <br />-, <br />. <br /> <br />.., <br /> <br />. <br /> <br />.., <br /> <br />Project: <br />Client: <br /> <br />Hopewell BlIptist Church DlIycllre <br />Hopewell Baptist Church Contact Name: <br /> <br />Reverend Robert <br />Stanley <br /> <br />Ci(I': <br />Phone: <br /> <br />Pompll//o Belich <br />954-675-5449 <br /> <br />. <br /> <br />. <br /> <br />Date: Completed 06/2008 <br />Scope of Service Provided: Design and Special Inspector <br />15,000 SF Daycare Facility by conventional spread footing with isolated column pads. Reinforce concrete slab on <br />grade. Structural frame consist of reinforced concrete masonry bearing wall with Structural steel tube columns. Wood <br />roof structure consists of open web joists, girders and plywood sheeting. <br /> <br />..., <br /> <br />..., <br /> <br />. <br /> <br />..., <br /> <br />Project: JmmTll//ce Auto Actio// <br />Client: Bergeron Land <br />Development <br />Date: Completed 06/2007 <br />Scope of Service Provided: Structural design, code compliance inspection and observation and materials testing <br />Representative to the owner during construction. Representative for all associated paperwork thru the completion and <br />certification of the project. <br /> <br />Contact Name: <br /> <br />Lonnie Bergeron <br /> <br />Ci(I': <br />Phone: <br /> <br />Pembroke Pi//es <br />954 680-0223 <br /> <br />..., <br /> <br />. <br /> <br />. <br /> <br />..., <br /> <br />. <br /> <br />Project: <br />Client: <br /> <br />TlIbeTIIllcJe Missio//lIry BlIptist Church <br />Tabernacle Baptist Church Contact Name: <br /> <br />Deacon Harvey <br />La Count <br /> <br />Ci(I': <br />Phone: <br /> <br />TlIlIlIlwssee <br />850-599-3405 <br /> <br />...., <br /> <br />.., <br />. <br /> <br />Date: Completed 09/2006 <br />Scope of Service Provided: Design and Threshold Inspection <br />25,000 SF Church and Classrooms, and Administration Building. The foundation consists of auger-cast piles with pile <br />caps and grade beams. A reinforced concrete structural Slab on grade was used. Structural frame consist of reinforced <br />concrete masonry bearing wall. Structural steel tube columns with open web bar joist with girders and metal roof <br />deck. <br /> <br />. <br /> <br />.., <br /> <br />. <br /> <br />Project: <br />Client: <br /> <br />Hopewell BlIpti.\.t Church <br />Hopewell Baptist Church <br /> <br />Contact Name: <br /> <br />Reverend Robert <br />Stanley <br /> <br />Ci(I': <br />Phone: <br /> <br />Pompll//o Belich <br />954-675-5449 <br /> <br />-, <br />. <br /> <br />. <br /> <br />Date: Completed 06/2005 <br />Scope of Service Provided: Threshold Inspection <br />25,000 SF Church and facilities support by conventional spread footing with isolated column pads. Reinforce <br />concrete slab on grade. Structural frame consist of reinforced concrete masonry bearing wall. Structural steel tube <br />columns with open web bar joist with girders and metal roof deck. One piece metal roof system was completely built <br />on ground and entire system flown into place on one day. <br /> <br />.., <br /> <br />..., <br /> <br />. <br /> <br />..., <br /> <br />. <br /> <br />Page 4 of 4 <br /> <br />..., <br /> <br />. <br />
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