Demolition, site work and addition to a warehouse / distribution facility in Logan Township, New Jersey. Working plans call for the addition of a warehouse / distribution facility; and for site work for a warehouse / distribution facility.

**As of August 30, 2022, project is cancelled. No definite date for the rebid.** Sealed bids will be received by the Township of Logan for the Logan Township DPW Pole Barn Extension and Site Improvements Re-bid in the Township of Logan, Gloucester County, New Jersey. The Township of Logan reserves the right to consider the bids for sixty (60) days after the receipt thereof, and further reserves the right to reject any or all bids, either in whole or in part and also to waive any informality in any and make such awards or take action as may be in the best interest of the Township of Logan, in accordance with applicable law. Bids must be on the bid form prepared by Remington and Vernick Engineers, in the manner designated therein and required by the specifications, must be enclosed in sealed envelopes bearing the name and address of the bidder on the outside and also bearing on the outside reference to the particular work bid upon. Said bids shall be addressed to Linda Oswald, Clerk, Township of Logan, Municipal Building, 125 Main Street, P.O. Box 314, Bridgeport, New Jersey 08014-0314. Each bid shall be accompanied by a certified check, cashier's check or bid bond duly executed by the bidder as principal and having as surety thereon a surety company approved by the Township of Logan in an amount not less than ten percent (10%) but in no case in excess of $20,000.00 of the amount bid. Any such bid bond shall be without endorsement or conditions. Bid shall also be accompanied by a certificate letter from a surety company stating that it will provide the bidder with the completion bond. The award of the contract shall be made subject to the necessary moneys to do the work being provided by the Township of Logan in a lawful manner. The contract to be executed by the successful bidder will provide that it shall not become effective until the necessary moneys to do the work have been provided by the Township of Logan in a lawful manner. The award shall further be subjected to the securing of necessary State, Federal or Local permits governing the work. Bidders are required to comply with the requirements of N.J.S.A. 10:5-31 et seq., N.J.A.C. 17:27 (Affirmative Action), N.J.S.A. 34:11-56.25 et seq.(New Jersey Prevailing Wage Act), and Americans with Disabilities Act of 1990 (42 U.S.C. S12101, et seq.). The contractor is further notified that he must comply with N.J.S.A. 52:25-24.2, and submit a Disclosure Statement listing stockholders with his bid. The contractor is further notified that he must comply with N.J.S.A. 34:11-56.48 et seq. Public Works Contractor Registration Act and he and any subcontractors must be registered in accordance with the act. The contractor is also further notified that he must comply with N.J.S.A. 52:32-44 and submit proof of business registration and submit proof of business registration for any named subcontractors in accordance with the act. General The project consists of the extending the Department of Public Works garage by installing two pole barns including additional site improvements at 125 Main Street in the Township of Logan, Gloucester County, New Jersey. 1.02 UDescription The work of this project consists of the following: BASE BID: 1. Prepare sub-grade for proposed post framed structures including all required site work and stone base, as indicated in the contract documents. 2. Installation of a one (1) 6,750 square-foot and one (1) 6,600 square-foot pre-engineered post framed structure as indicated in the contract documents. The interior height from the clean stone base (or concrete slab if Alternate Bid Option A4 is awarded) to the underside of the truss of the primary portion of the proposed buildings (Garage #1 - 75'x90' and Garage #2 - 60'x110') shall be sixteen (16) feet. The portion of the proposed Garage #2 building for that connects the existing building to the 60'x110' section shall have an interior height of sixteen (16) feet measured from the top of the concrete slab to the underside of the truss. If the concrete slab alternate is not awarded, clean stone shall be placed to elevation and compacted grade for future addition of slab. The rough in plumbing work will also be included in the base bid for Garage #2. Contractor to provide construction documents signed and sealed by a Professional Engineering, licensed in the State of New Jersey. 3. Excavation, unclassified of existing soils to construct stormwater basin, and installation of geotextile fabric and basin sand, K4 Sand to meet the proposed stormwater basin grades, as indicated on the Plans. 4. Installation of 12" Reinforced Concrete Pipe, Class IV, 18" Reinforced Concrete Pipe, Class III, and 24" Reinforced Concrete Pipe, Class III, where indicated. 5. Installation of Inlet Type 'E', Rip Rap Stone Protection, 12" Thick (D50=6"), Concrete Headwall, where indicated. 6. Installation of all utility hook-ups exclusive of gas utility (see Alternate A6), as shown on the plans. All cleanouts and connections shall be included in the cost of the pipe. The Contractor shall be aware that the new water tie in will have an interior connection into the existing main building boiler room. Costs shall be included in the bid item for the pipe. 7. Any connections to the existing site water, sewer, or electrical utilities required as part of this project shall be performed in a manner such that the other buildings on the site affected by the new work shall not be without adequate utility service at any time during the duration of the contract and the Contractor shall be required to phase the installation of the newstation in the proposal. 12. Furnish and install pressure washer system, complete, including but not limited to one (1) natural gas-heated electric pressure washer, hose reel, hose, remote control, nozzle, flue, valves, damper, flashing, connections, detergent, and all accessories and appurtenances as shown, specified or required for a complete and operable system. All costs for these efforts shall be included in the bid item for the wash bay in the proposal. 13. The excavation and re-grading of land, stone area and milled parking lot surrounding the constructed post framed structure to the necessary depths to meet the proposed asphalt grades indicated on the plans. The parking lot resurfacing shall consist of installing 6" thick DGA Base Course, 4" thick HMA 19 M 64 Base Course and 2" thick HMA 9.5M64 Surface Course to allow for positive stormwater drainage to meet proposed elevations. 14. Installation of Chain-link Fence, PVC-Coated Steel, 6' High around perimeter with two (2) Chain-link Fence, Automatic Gate, PVC-Coated Steel, 25' Wide. Automatic gate operator shall be Eagle Slide Gate Opener, 2000 series, as manufactured by Eagle Access Control System, or approved equal. Credential Reader/activator shall be coordinated with the Township and operable with Township's badge system. systems as needed to accommodate the Owner's schedule and any off hour work required to comply with this requirement shall be included in the Contractor's bid