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Opening of Bids - Riverfront West Urban Neighborhood Development Proj No 121-067 - C & E Excavating
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Opening of Bids - Riverfront West Urban Neighborhood Development Proj No 121-067 - C & E Excavating
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7/23/2025 11:34:50 AM
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Board of Public Works
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7/22/2025
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requirements of ASTM D3034 or D3212 with gasket joints conforming to ASTM <br />D3212 and F447, or ductile iron pipe class 50 with push on joints. <br />2.06 SPECIAL PROVISION, 77 "PLANTS (32 93 00)", Item B.6.c. <br />l . ADD item (ii) to read as follows: <br />(ii) Compost Mulch: Well -composted, stable, and weed -free organic matter, pH of 5.5 <br />to 8; moisture content 35 to 55 percent by weight; 100 percent passing through a <br />1-inch (25-mm) sieve; soluble -salt content of [2 to 5] dS/m; not exceeding 0.5 <br />percent inert contaminants and free of substances toxic to plantings; and as <br />follows: <br />a. Organic Matter Content: [50 to 60] percent of dry weight. <br />2.07 SPECIAL PROVISION, 78 "TREE GRATES (32 94 43), Item B.2. <br />1. REVISE to read "Tree Grates: Neenah Foundry, Metropolitan Collection, R-8823, <br />60"x120" three tree grate assembly with 24" diameter opening, with foundry finish in <br />accordance with ASTM A-48, Class 35 or better. Grates shall be installed with Neenah <br />frame and box frame for specified grate assembly. <br />2.08 BID FORM <br />1. REPLACE all previous Bid Form pages with the attached BID FORM document. Line <br />items, item descriptions, and quantities have been revised. <br />PART 3 — CONSTRUCTION DOCUMENTS <br />3.01 REPLACE the following plan sheets with the attached Sheets. <br />Sheet No. <br />Description <br />2 <br />Index <br />l 5 — 17, 19 <br />Demolition Plans <br />22 — 27 <br />Utility Plan & Profile <br />36 <br />Plan & Profile <br />57 - 59 <br />Landscape Plans <br />60 <br />Hardsca e Details <br />61 <br />Landsca e Details <br />69 <br />Erosion Control Details <br />73 <br />Signs & Pavement Markings <br />77 <br />Structure Data Table <br />END OF ADDENDUM <br />Riverfront West — Addendum No. 3 <br />
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