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2000-046
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Last modified
2/13/2024 11:05:00 AM
Creation date
2/13/2024 10:53:22 AM
Metadata
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Template:
Official Documents
Official Document Type
Change Order
Approved Date
02/15/2000
Control Number
2000-046
Agenda Item Number
11.G.1.
Entity Name
William Glover, Inc.
Subject
Change Order for Wabasso Causeway Park Improvements
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c�] <br />40 <br />40 <br />F� <br />1 Wabasso Causeway Park <br />Project No. 9623B <br />Itemized Bid Schedule (Exhibit "A," to Agreement) <br />t <br />Item <br />wT.. Tlncrrinrinn Onantity Unit Unit Prtee Extension <br />6 <br />I <br />Mobilization and General Conditions <br />l <br />LS $ <br />$ <br />2 <br />Construction staking <br />1 <br />LS $ <br />5 <br />3 <br />Clearing and grubbing <br />4.4 <br />Acres $ <br />S <br />4 <br />Excavation & demolition <br />l <br />LS $ <br />S <br />5 <br />Sedimentation, siltation and erosion control <br />l <br />LS 5 <br />5 <br />6 <br />Select sand fill <br />783 <br />CY $ <br />$ <br />7 <br />Filter fabric for rock_ revetment <br />27,800 <br />SF IS <br />5 <br />8 <br />Armor and bedding_ stones, 16" to 18" dia. <br />3,090 <br />Tons 5 <br />5 <br />9 <br />Bedding stones, 2" to 6" dia. <br />580 <br />Tons $ <br />$ <br />10 <br />Finish grading and compaction <br />21,400 <br />SY $ <br />S <br />11 <br />"Turf Block" pavers, including 1.5" thick sand <br />4425 <br />SF $ <br />S <br />base; joints and voids filled with sand. <br />12 <br />Concrete sidewalk, 6" thick <br />732 <br />SY $ <br />$ <br />13 <br />Concrete wheel stops, precast, 6' long <br />121 <br />Each $ <br />5 <br />14 <br />Handicapped parking signs and pressure treated <br />8 <br />Each $ <br />5 <br />timber parking space delineation <br />15 <br />Wastewater pumping station, include RTU <br />1 <br />Each $ <br />S <br />terminals in control panel for fixture RTU to be <br />installed by others <br />16 <br />Sanitary sewer main, 6" Dia. DIP <br />80 <br />LF $ <br />S <br />17 <br />Force main, 3" dia. HDPE, SDR -I I <br />8o <br />LF $ <br />S i - <br />18 <br />Sanitary sewer clean-out <br />1 <br />Each $ <br />S <br />19 <br />Connection to existing; sewer force main <br />1 <br />Each $ <br />$ <br />20 <br />Directional Bore 3" dia.for sewer, no casing. <br />60 <br />LF $ <br />5 <br />2l <br />Connection to existing. water main <br />1 <br />Each $ <br />S <br />22 <br />Directional Bore 2" dia. for water, no casing. <br />60 <br />LF $ <br />5 <br />3 <br />Water service main, 2" dia. HDPE, SDR -1 l <br />180 <br />LF $ <br />5 <br />4 <br />P22 <br />Back-flow preventer, 2" dia. <br />i <br />Each $ <br />5 <br />Water service line, 314" dia. polyethylene <br />22 <br />LF IS <br />5 <br />20 <br />lSait;ic,ianc US ]'raffle <br />27 <br />Temporary construction sign <br />2 <br />Each $ <br />S <br />28 <br />Project sign <br />4 <br />Each $ <br />$ <br />29 <br />Elevated, restroom building <br />1 <br />LS $ <br />$ <br />30 <br />Electrical service connection and riser for <br />1 <br />LS $ <br />S <br />restroom building <br />31 <br />Elevated wooden walkway and entrance deck <br />1 <br />LS $ <br />s2 <br />I Shower TIDWC <br />I l <br />I Each is <br />is <br />ADDENDUM NO. 2 <br />BtO PROPOSAL <br />BP -3 <br />
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