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2021-028
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2021-028
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Last modified
3/2/2021 9:48:33 AM
Creation date
3/1/2021 1:59:12 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Agreement
Approved Date
02/16/2021
Control Number
2021-028
Agenda Item Number
8.I.
Entity Name
City of Sebastian
Subject
Roseland Road Sewer expansion Cost Share Agreement
Donald MacDonald Campground
Area
Agreement Roseland Road and Corporate Park Drive to Sunset Drive
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2of3 <br />CK Construction <br />Utililites <br />CoSeb <br />Parks & Rec <br />Item <br />No. <br />Description <br />Quantity <br />Unit <br />Material Unit <br />Price <br />Installed Unit <br />Price <br />Total Unit Price <br />(Material + Installation) <br />A17 <br />Fitting Restraint (Per one (1) unit) <br />(c) 6-inch <br />10 <br />EA. <br />$ <br />33.06 <br />$ <br />54.88 <br />$ <br />879.40 <br />$ <br />293.14 <br />$ 293.13 <br />$ 293.13 <br />A19 <br />ITapping Sleeve and Valve <br />(pressure test & tap included) <br />(a) 6"x6" <br />1 <br />EA. <br />$ <br />1,778.79 <br />$ <br />1,467.20 <br />$ <br />3,245.99 <br />$ <br />1,082.00 <br />$ 1,082.00 <br />$ 1,081.99 <br />A20 <br />Resilient Seat Gate Valve Assemblies <br />(c) 6-inch <br />3 <br />EA. <br />$ <br />704.24 <br />$ <br />489.44 <br />$ <br />3,581.04 <br />$ <br />1,193.68 <br />$ 1,193.68 <br />$ 1,193.68 <br />A25 <br />Sanitary Sewer Services <br />(constructed with new gravity sewer) <br />(a) 0'-6' (single) <br />3 <br />EA. <br />$ <br />249.26 <br />$ <br />565.60 <br />$ <br />2,444.58 <br />$ <br />- <br />$ - <br />$ 2,444.58 <br />(b) 0'-6' (double) <br />5 <br />EA. <br />$ <br />283.25 <br />$ <br />678.72 <br />$ <br />4,809.85 <br />$ <br />$ <br />$ 4,809.85 <br />(c) 6'-Over (single) <br />0 <br />EA. <br />$ <br />667.44 <br />$ <br />565.60 <br />$ <br />- <br />$ <br />$ <br />$ - <br />(d) 6'-Over (double) <br />0 <br />EA. <br />$ <br />624.18 <br />$ <br />678.72 <br />$ <br />- <br />$ <br />$ <br />$ - <br />A29 <br />Sanitary Sewer Cleanouts <br />(to existing sanitary sewer laterals) <br />(c) <br />0'-6' (6") <br />4 <br />EA. <br />$ <br />317.24 <br />$ <br />757.12 <br />$ <br />4,297.44 <br />$ <br />$ <br />$ 4,297.44 <br />(d) <br />6'-Over (6") <br />1 7 <br />EA. <br />$ <br />317.24 <br />$ <br />969.92 <br />$ <br />9,010.12 <br />$ <br />$ <br />$ 9,010.12 <br />A30 <br />Cleanout Ring and Cover <br />11 <br />EA. <br />$ <br />105.06 <br />$ <br />283.36 <br />$ <br />4,272.62 <br />$ <br />$ <br />$ 4,272.62 <br />(constructed on new or existing cleanouts) <br />A44 <br />Dewatering <br />(a) 0'-6' <br />720 <br />L.F. <br />NA <br />$ <br />18.91 <br />$ <br />13,615.20 <br />$ <br />$ <br />$ 13,615.20 <br />(b) 6'-12' <br />418 1 <br />L. F. <br />I <br />NA <br />$ <br />22.16 <br />$ <br />9,262.88 <br />$ <br />$ <br />$ 9,262.88 <br />SECTION B -Restoration <br />B1 <br />Pavement Repair and Replacement <br />(a) <br />Asphalt Road <br />363 <br />S.Y. <br />$ <br />19.57 <br />$ <br />24.64 <br />$ <br />16,048.23 <br />$ <br />- <br />$ <br />$ 16,048.23 <br />(d) <br />jAsphalt overlay <br />91 <br />S.Y. <br />$ <br />4.64 <br />$ <br />14.00 <br />$ <br />1,696.24 <br />$ <br />- <br />$ <br />$ 1,696.24 <br />B2 <br />Milling Asphalt <br />91 <br />S.Y. <br />$ <br />5.15 <br />$ <br />16.80 <br />$ <br />1,997.45 <br />$ <br />- <br />$ <br />$ 1,997.45 <br />B3 <br />Coquina Rock Base <br />483 <br />C.Y. <br />$ <br />14.94 <br />$ <br />8.96 <br />$ <br />11,543.70 <br />$ <br />- <br />$ <br />$ 11,543.70 <br />84 <br />Flowable Fill <br />$ - <br />(c) 1> 8cy <br />12.5 <br />C.Y. <br />$ <br />139.05 <br />$ <br />17.92 <br />$ <br />1,962.13 <br />$ <br />654.05 <br />$ 654.04 <br />$ 654.04 <br />B6 <br />Sod Replacement <br />(a)Bahia <br />1450 <br />S.Y. <br />$ <br />1.08 <br />$ <br />1.18 <br />$ <br />3,277.00 <br />$ <br />1,092.34 <br />$ 1,092.33 <br />$ 1,092.33 <br />B8 <br />Mailbox Removal and Reinstallation <br />1 <br />EA <br />$ <br />10.30 <br />$ <br />140.00 <br />$ <br />150.30 <br />$ <br />50.10 <br />$ 50.10 <br />$ 50.10 <br />2of3 <br />
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