Site work and paving for a road / highway in Butte, Montana. Completed plans call for site work for a road / highway; and for paving for a road / highway.

**As of October 16, 2024, this project has been awarded to Helena Sand & Gravel Co awarded amount not available.** Questions regarding the project manual, drawings and specifications shall be submitted by email: shari.eslinger@djanda.com , or by phone: (406)-581-6503. Butte-Silver Bow County will make every effort to accommodate individual impairments and/or requests for alternative formatted documents as long as the requests are received within 24 hours of the hearing/meeting for the accommodation The Invitation to Bid contains a general description of the project work to be performed under this Contract. The Supplemental Conditions and Special Provisions and other documents contain additional information necessary to perform the work. This section specifies the requirements for securing and complying with all local, state, and federal regulations required for the project. Contractor shall be responsible for obtaining all permits detailed within the contract documents or required by any local, state, or federal regulations unless specifically stated within the contract documents that the Owner will provide. Contractor will be responsible to acquire all permits necessary and to pay charges for such, unless otherwise specified. This section specifies the requirements for coordinating and sequencing the work under the Contract documents, and requirements regarding existing site conditions. This section describes the Contractor quality control testing requirements and Owners quality assurance program. This work is the furnishing of labor, materials and equipment for installing, maintaining and operating traffic control devices to insure the safety of the general public and project personnel. This work consists of moving personnel, equipment, material, and incidentals to the project and performing all work necessary before beginning work at the project site. It also includes the removing of personnel, equipment, material, and incidentals from the project site once the work was been completed as well as the general clean-up of the project site. Mobilization includes the obtaining of insurance and bonds required in the contract. This item consists of any necessary work and/or materials encountered during construction that is not addressed elsewhere in the contract. The inclusion of miscellaneous work in this contract does not guarantee that additional work will be requested by the Owner or that this item will be used by the Engineer. This work consists of furnishing and placing a geotextile as a subsurface drainage fabric permeable separator between dissimilar materials (such as between subgrade and subbase/base), stabilization fabric, temporary and/or permanent erosion control measures or as waterproofing/stress releasing membrane within pavement structures. The work consists of removing and disposing of existing pavement, concrete curb, combined curb and gutter, sidewalk, private driveways, and crosswalks, along with any structures designated for removal in the contract documents. Details of removals are specified in the contract documents. This SECTION consists of locating and adjusting to grade existing manholes, lamp holes, inlets, water valve boxes or services, and fire hydrants as shown in the contract documents, staked in the field or as required in the Special Provisions. This item consists of relocating or removing existing streetlights, signs, power poles, telephone poles, and mailboxes, as shown in the contract documents. This work is the excavation, trenching, and backfilling for pipelines and appurtenances. It includes all clearing, grubbing, site preparation, removal, and disposal of debris from the excavation, handling and storing materials for fill and backfill, all bracing, shoring and trench protection, construction dewatering, all backfill, subgrade preparation, final grading, site dressing, and cleanup. At locations noted on the project drawings, install low permeability soil or soil/bentonite mixtures in lieu of conventional, granular bedding and backfill to limit groundwater flow along the trench. Such flows can result in piping of natural subsoils adjacent to the trench into the granular bedding materials and ground subsidence. The low permeability trench backfill plugs are primarily recommended for use in selected sections of trenches with groundwater levels above the trench bottoms. This work consists of furnishing and placing Flowable Fill to the lines and grades shown on the plans as backfill in trenches and/or at other locations. Flowable Fill is a self- compacting cementitious material using mineral aggregates (sand and/or gravel), native or processed materials, fly ash/cement, water, air-entraining solution, and (optionally) other admixtures. Flowable Fill is also known as Controlled Low-Strength Material (CLSM) and Controlled Density Fill (CDF). Flowable Fill is only permitted when specifically called out in the contract documents or approved by Engineer. This work is the clearing and grubbing, excavation, filling or backfilling, and subgrade preparation to the specified lines, grades and cross sections as preparation for overlying base course or other courses as shown in the contract documents. Also included are the removal and disposal of debris and excess soil, the furnishing and placement of fill materials, and compaction. This work is constructing a sub-base course of either crushed or uncrushed materials meeting the specified gradations and other quality criteria specified herein. This work is the placing of one or more base courses composed of crushed gravel, stone or other similar materials meeting the gradation and other quality criteria specified herein. This work is the single application of asphalt material as specified in the contract documents on a prepared sub-grade, sub-base, base or asphalt surface meeting the plans and specifications. This work is applying a single application of asphalt material on a prepared asphalt surface, followed by spreading seal coat aggregate meeting these specifications. This work is the application of a dilute mixture of an asphalt rejuvenating agent and water. This Work is the production and placement of plant mix asphalt concrete pavement. Hot plant mix asphalt concrete is a mineral aggregate and asphalt material mixed at a hot plant meeting these specifications and placed in one or more courses on a newly prepared or existing street roadway in accordance with the contract documents. This work is constructing Portland Cement concrete pavement to the lines, grades, thicknesses, and cross sections on the plans on a prepared subgrade or base course. This work is constructing combined curb and gutter using structural concrete and meeting the lines, dimensions, and grades shown on the plans and these specifications. This work is the construction of concrete sidewalk and driveway approaches, curb turn fillets, valley gutters, new street monuments, and all other miscellaneous new concrete construction complete in place. This work is painting pavement lines, words and symbols, or applying plastic lines, words, symbols, channelization buttons, and other reflective markers meeting these specifications, the standard drawings, and in reasonably close conformity with the lines and dimensions shown in the contract documents or established by the Engineer. This work is furnishing and applying hot thermoplastic pavement lines, words and symbols in accordance with these specifications, the standard drawings, and meeting the lines and dimensions shown in the Project Plans. Hot thermoplastic is typically applied by 3 different methods. 1. Spraying the material onto the pavement surface. 2. Extruding the material onto the pavement surface. 3. Extruding the material into a groove either cut or ground into the pavement surface. Method or methods of application required on the project will be specified in the contract documents Furnish thermoplastic material that is either hydrocarbon or alkyd based as specified in the contract documents. The Contractor may furnish one or the other at his option if the type is not specified. However, only one type may be used on a particular project. Furnish all water main pipe and fittings meeting the Contract documents or specified as follows. Furnish and install valves and fire hydrants for water mains, together with related appurtenances. Construct water services, including water service piping, tapping mains, corporation stops, curb stops and related items. Furnish and install all storm drains, including manholes, inlets, service lines and other appurtenant structures as specified in the Contract and this SECTION. Pipe strength classifications are specified on the plans, listed in the Contract Documents or herein. Furnish and install all drainage culverts and other appurtenant structures as specified in the Contract and this SECTION. Pipe strength classifications are specified on the plans, listed in the Contract Documents or herein. Furnish and install sewer pipe and fittings including manholes, service lines and other appurtenant structures as specified in the Contract and this SECTION. Pipe strength classifications are shown on the plans, listed in the Contract Documents or specified herein. .