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

A certified check or bank draft, payable to the order of the Borough of Pennsburg, negotiable U.S. Government Bonds (at par value), or a satisfactory Bid Bond issued by a Surety Company licensed to transact such business in the Commonwealth of Pennsylvania executed by the Bidder and an acceptable surety, in an amount equal to ten (10%) of the total bid amount shall be submitted with each Bid. Upon award of a contract, the Successful Bidder shall provide a Performance Bond and a Labor and Materials Payment Bond, each in the amount of 100% of the awarded contract value. Upon completion of the contract, the Successful Bidder shall provide a 2-year Maintenance Bond in the amount of 100% of the final contract value. Questions deadline: 11/18/24 at 5:00 PM WBE (6..%) scope- The Borough of Pennsburg is performing roadway and infrastructure improvements to Lakeview Terrace and a portion of Seminary Street within the municipal limits. In general, the work consists of, but is not limited to: pavement mill and overlay resurfacing with partial depth base repair where needed, replacement of storm sewer piping, replacement of existing storm sewer structures, and ADA curb ramp construction. The scope of work is more fully described in the Project Specifications herein and on the Project Plans. The project site is located in the Borough of Pennsburg, Montgomery County, Pennsylvania. The project locations consist of: 1. Lakeview Terrace between Seminary Street and West 11th Street. 2. Seminary Street between Lakeview Terrace and Lake Lane. A. Mobilization 1. The assembly and set-up of the general plant required to comply with the contract and with local and state laws and regulations. This includes contractor's offices, shops, plants, storage areas, and sanitary or other facilities. This work includes obtaining the required permits, insurance, bonds, and any other initial items required for the start of the work. B. Maintenance and Protection of Traffic 1. The Contractor shall erect or place and maintain in good condition, barricades, warning signs, lights, flares, approved yellow-flashing light units, rubber traffic cones, and other warning and danger signals and devices, appropriate and adequate for the specific needs and subject to the Engineer's approval, at working sites, closed roads, intersections, open excavations, locations of material storage, standing equipment and other obstructions, at points where the usable vehicular or pedestrian traffic width of the road or sidewalk is reduced, at points where traffic is deflected from its normal courses or lanes, and at other places of danger to vehicular or pedestrian traffic. C. Storm Sewer Improvements 1. Install new inlet boxes and reinforced concrete storm sewer piping, as shown on the Project Plans. 2. At the end of each workday, the contractor shall install temporary roadway restorations for all excavated roadway areas. There will be no separate measurement or payment for temporary pavement restorations, but the cost shall be included in other items of the proposed work. 3. Remove temporary pavement restorations and install permanent pavement restorations. There will be no separate measurement or payment for temporary pavement restorations, but the cost shall be included in other items of the proposed work. D. Concrete Curb and Sidewalk 1. Remove and replace concrete curb, where directed on the project plans. New curb shall be set to the proposed elevations given on the project plans or as directed by the Engineer. In general, curb limits shall be as shown on the project plan. If there is an existing curb joint within 3 feet of the proposed limits, then the limit of curb shall be extended to the existing joint. Concrete curb shall be constructed using PennDOT Class AA Concrete, which is placed on top of a prepared, compacted subgrade. E. Permanent Pavement Restorations 1. Remove temporary paving restorations from all trenches and excavated areas on Lakeview Terrace and Seminary Street and install permanent pavement restoration comprised of a six inch (6") thick Warm Mix Asphalt Base Course, 25MM, PG 64S-22, 0.3 to 3 Million ESALS. No separate payment will be made for the removal of temporary paving restorations, but the cost shall be included in the various items of the proposal. F. Roadway Resurfacing and Pavement Marking 1. Milling of asphalt road surface on Lakeview Terrace between Seminary Street and West 11th Street and Seminary Street between Lakeview Terrace and Lake Lane. The limits of milling shall be verified with the Borough Engineer prior to beginning milling. Roadway surface shall be milled to a 1.5" depth as directed by the provided grading chart. Milling shall be scheduled so as to expose the street surface for only an area that will be repaired, leveled and paved within seven (7) days. No milled surface shall be exposed for more than seven (7) days. Contractor to inventory existing striping before milling. 2. The milled surface shall be inspected by the Engineer prior to commencement of any base repairs. Contractor shall provide fully loaded tri-axle for proof roll. 3. Partial Depth Base Repair, as directed by the Engineer to stabilize the sub-grade for paving. The areas for base repair shall be approved and marked in paint in the presence of the Paving Foreman and the On-Site Inspector. Base repairs shall be in accordance with Section 02513 of these specifications. 4. Construction of Superpave Asphalt Leveling Course, 9.5MM, PG 64S-22, 0.3 to 3 Million ESALS, If and Where Directed. Leveling Course shall be performed to facilitate surface course grading according to the project plans in order to ensure sufficient surface drainage. The area for leveling course shall be approved and marked in paint in the presence of the Paving Foreman and the On-Site Inspector. 5. Construction of a 1.5" Superpave Asphalt Wearing Course, 9.5MM, PG 64S22, 0.3 to 3 Million ESALS, SRL-H. Pavement surface shall be graded according to the project plans in order to ensure sufficient surface drainage. Seal all pavement joints after paving. Cores will be taken to measure density and depth, as directed by the Borough or the Engineer, per PennDOT Publication 408. Payment will not be made for cores taken for this project but shall be included in the paving items of the proposal. 6. The Contractor shall replace the existing pavement markings on resurfaced roadways as determined by the Borough. Contractor will be responsible for taking pavement marking inventory prior to milling.