Site work for a road / highway in Shoreview, Minnesota. Completed plans call for site work for a road / highway.

The Project includes the furnishing of all labor and materials for the construction complete in-place, of the following approximate quantities: 6 EA FURNISH AND INSTALL LIGHTING UNIT TYPE SPECIAL A 8 EA FURNISH AND INSTALL LIGHTING UNIT TYPE SPECIAL B 1 EA SERVICE CABINET TYPE L2 8,800 LF UNDERGROUND WIRE 1/C 8 AWG The provisions of MINN. STAT. 16C.285 Responsible Contractor are imposed as a requirement of this contract. All bidders and persons or companies providing a response/submission to the Advertisement for Bids of the City of Lino Lakes shall comply with the provisions of the statute. The City Council reserves the right to reject any and all Bids and to waive any Bids received without explanation. No Bid may be withdrawn for a period of 60 days. For all further requirements regarding Bid submittal, qualifications, procedures, and contract award, refer to the Instructions to Bidders that are included in the Bidding Documents. This work consists of removing and disposing of the trees, brush, stumps, roots, and other plant life, including dead and decayed matter, within the construction area designated for removal by the Contract or as directed by the Engineer Add the following new paragraph to MnDOT 2106.1: A. Dewatering The Contractor shall provide groundwater excavation dewatering as necessary to allow for construction on a stable foundation. The work potentially involves the drawdown of the water table (using wells or other means), placement of temporary barriers, or other satisfactory types of water control to allow for construction and to protect the improvements. Dewatering operations are controlled by permit from the DNR or other agencies. Dewatering operations must be in accordance with the MnDOT 2573. Rerouting surface water is not considered dewatering and is incidental. Contractor is responsible for application for any necessary permits and compliance with all conditions of permits. The Contractor shall also be responsible for noise control during dewatering as directed by the Engineer. The Contractor shall make their own determination as to the extent of the groundwater on the project prior to bidding. No additional compensation will be made for a higher than expected groundwater table or any compliance requirements from regulatory agencies. Dewatering systems and excavations must remain inside construction limits. This work shall consist of excavation, trenching, backfilling, and restoration of existing surfaces for the construction of underground utilities. The use of the term "Plans, Specifications and Special Provisions" within this specification shall be construed to mean those documents which compliment, modify, or clarify these specifications and are an enforceable component of the Contract Documents. All references to MnDOT Specifications shall mean the latest published edition of the Minnesota Department of Transportation Standard Specifications for Construction, and all supplements and amendments thereto, published prior to the date of advertisement for bids. All reference to other Specifications of AASHTO, ASTM, ANSI, AWWA, etc. shall mean the latest published edition available on the date of advertisement for bids. This work shall consist of the construction of watermain and building service pipelines utilizing plant fabricated pipe and other appurtenant materials, installed for conveyance of potable water. The work includes the relocation or adjustment of existing facilities as may be specified in the Plans, Specifications and Special Provisions. The use of the term Plans, Specifications, and Special Provisions within this specification shall be construed to mean those documents which compliment, modify, or clarify these specifications and are an enforceable component of the Contract Documents. All references to MnDOT Specifications shall mean the latest published edition of the Minnesota Department of Transportation “Standard Specifications for Construction”, and all supplements and amendments thereto, published prior to the date of advertisement for bids. All reference to other Specifications of AASHTO, ASTM, ANSI, AWWA, etc. shall mean the latest published edition available on the date of advertisement for bids. This work shall consist of the rehabilitation of pipelines and conduits by the installation of a resin-impregnated flexible tube Cured-In-Place Pipe System (CIPPS). The rehabilitation of pipelines shall be constructed by the installation of a resin-impregnated flexible tube which, when cured, shall be continuous and tight-fitting throughout the entire length of the original pipe. The CIPP shall extend the full length of the original pipe and provide a structurally sound, joint less and watertight new pipe within the existing pipe. The Contractor is responsible for proper, accurate and complete installation of the CIPP using the system selected by the Contractor. Neither the CIPP system, nor its installation, shall cause adverse effects to any downstream facilities. The use of the product shall not result in the formation or production of any detrimental compounds or by-products that may affect downstream structures, pups, pipe, equipment and wastewater treatment facilities. The Contractor shall notify the Engineer and identify any byproducts produced as a result of the installation operations, test and monitor the levels, and comply with any and all local waste discharge requirements. The Contractor shall cleanup, restore existing surface conditions and structures, and repair any of the CIPP system determined to be defective. The Contractor shall conduct installation operations and schedule cleanup in a manner to cause the least possible obstruction and inconvenience to traffic, pedestrians, businesses, and residents. The use of the term "Plans, Specifications, and Special Provisions" within this specification shall be construed to mean those documents which compliment, modify, or clarify these specifications and are an enforceable component of the Contract Documents. All references to MnDOT Specifications shall mean the latest published edition of the Minnesota Department of Transportation “Standard Specifications for Construction”, and all supplements and amendments thereto, published prior to the date of advertisement for bids. All references to other Specifications of AASHTO, ASTM, ANSI, AWWA, etc. shall mean the latest published edition available on the date of advertisement for bids. The following specifications have been referenced in this Specification: ASTM F1216 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube ASTM F1743 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP) ASTM D543 Standard Practice for Evaluating the Resistance of Plastics to Chemical Reagents ASTM D638 Standard Test Method for Tensile Properties of Plastics ASTM D790 Standard Test Methods for Flexural Properties of Un-reinforced and Reinforced Plastics and Electrical Insulating Materials ASTM D792 Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by displacement. ASTM D2122 Standard Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings 2023 Edition Page 61 ASTM F2019 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic Cured-in- Place (GRP-CIPP) Using the UV-Light Curing Method ASTM D2122 Standard Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings ASTM D2990 Standard Test Methods for Tensile, Compressive, and Flexural Creep and Creep Rupture of Plastics ASTM D5813 Standard Specification for Cured-in Place Thermosetting Resin Sewer Piping Systems. B Qualifications The Contractor shall be responsible for all aspects of the design of the liner pipe. The Contractor shall guarantee that the installed liner is capable of sustaining outside loads, resist chemical attack that normally occurs in sanitary and storm sewer systems, and will maintain hydraulic characteristics over a fifty (50) year design life. Unless provided otherwise in the plans or Special Provisions, the existing sewer pipe shall be considered to be in a fully deteriorated condition, is not structurally sound, and cannot support soil and live loads. The cured-in-place pipe shall be designed to support hydraulic, soil, and live loads. The sewer products are intended to have a fifty (50) year or greater design life, and in order to minimize the Owner’s risk, only proven products with substantial successful long term track records will be approved. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction; furnishing, installing, and incorporating all materials and equipment into such construction; and may include related services such as testing, start-up, and commissioning, all as required by the Contract Documents. The Hodgson Road & County Road J Decorative Lighting project shall include the furnishing of all labor, materials, tools, and equipment necessary to complete the lighting system installation and appurtenant work as shown on the Plans and specified herein. Concurrent work: The roadway contractor will be installing the conduit and concrete bases for lighting units type special 1 and 2. The roadway contractor will be installing conduit in the center of the roundabout. The roadway contractor will be installing the electrical cabinet concrete pad. The irrigation contractor will be installing the irrigation system and providing an irrigation controller to connect to. A pre-bid conference will not be conducted for this Project This project will be bid using QuestCDN’s on-line bidding tool known as VirtuBid™ (vBid™). Only bids received through vBid™ will be accepted. See the Project Manual Appendix for instructions on the use of this bidding tool. The Bidder Information Form that each Bidder will submit contains express representations regarding the Bidder’s examination of Project documentation, Site visit, and preparation of the Bid, and certifications regarding lack of collusion or fraud in connection with the Bid. Bidder should review these representations and certifications and assure that Bidder can make the representations and certifications in good faith, before executing and submitting its Bid. If Bidder is awarded the Contract, Bidder (as Contractor) will make similar express representations and certifications when it executes the Agreement. By signing the Proposal and completing the electronic online NPDES CSW permit, the Contractor is a co-permittee with the Owner and must ensure compliance with the terms and conditions of the Construction General Storm Water Permit (MN R100001). The Contractor is responsible for those portions of the permit referencing the “operator”. This permit establishes conditions for discharging storm water to waters of the State from construction activities that disturb one acre or more of total land area. A copy of the permit is available at https://www.pca.state.mn.us/water/construction-stormwater, or by calling (651) 296-3890. Bids will only be accepted via the electronic bidding service through QuestCDN. Information and Bidding Documents for the Project can be found at www.questcdn.com. Bidding Documents may be downloaded from the website for a nonrefundable fee of $55 by inputting Quest project #9086522 on the website’s Project Search page. Bidder shall submit all questions about the meaning or intent of the Bidding Documents to Architect in writing. Direct questions about this Project to Jordan Gedrose at 612.263.0687 and jgedrose@wsbeng.com. Bidder may register as a plan holder and obtain complete sets of Bidding Documents online at www.questcdn.com as indicated in the Advertisement or invitation to bid. Bidders may rely that HODGSON ROAD & COUNTY ROAD J DECORATIVE LIGHTING INSTRUCTIONS TO BIDDERS – ELEC. BIDDING CITY OF LINO LAKES, MN WSB PROJECT NO. 021397-000 PAGE 2 sets of Bidding Documents obtained from www.questcdn.com are complete, unless an omission is blatant. Registered plan holders will receive Addenda issued by Owner. Bidding Documents will be provided in Adobe PDF (Portable Document Format) (.pdf). It is the intent of the Engineer and Owner that such Electronic Documents are to be exactly representative of the paper copies of the documents. However, because the Owner and Engineer cannot totally control the transmission and receipt of Electronic Documents nor the Contractor’s means of reproduction of such documents, the Owner and Engineer cannot and do not guarantee that Electronic Documents and reproductions prepared from those versions are identical in every manner to the paper copies.