Site work and paving for a civil project in Richmond, Rhode Island. Completed plans call for site work for a bridge / tunnel; for paving for a bridge / tunnel; road / highway; and road / highway.

The Town of Richmond reserves the right to reject any/all bids, waive any informalities in the bids received and to accept and award the bid to the lowest qualified bid deemed most favorable to the interest of the Town of Richmond All individuals and firms providing public works construction services to the Town shall comply with the prevailing wage requirements and all other requirements of Title 37, Chapter 13 of the Rhode Island General Laws Pinehurst Development - Reclamation and Paving Bid Item # 1 Reclamation and Grading and Rolling; Bid Item # 2 Binder course and Top Course; The work to be performed under this contract consists of the rehabilitation and reclamation of existing bituminous concrete and/or tar pavements and repavement. All materials, construction and workmanship shall conform to The Rhode Island Department of Transportation Standard Specifications for Road and Bridge Construction Excess material will be removed by the Town as needed. Traffic control will be provided by the Town. ITEM 1A PULVERIZATION/ASPHALT RECLAMATION SCOPE OF WORK This item shall consist of the preparation of a stabilized base course composed by blending the existing bituminous pavement and its gravel base course. The existing bituminous pavement shall be pulverized with a self propelled combination pulverizing and compacting machine, weighting in excess often (10) tons, to a depth oftwice that of the existing pavement but not to exceed eight (8) inches. Equipment such as road planers or cold milling machines which are designed to mill or shred the existing bituminous pavement rather than crush or fracture it, and ripping or pushing machines such as motograders or bulldozers which are not capable of producing a uniform blend of pavement rather than crush or fracture it, and ripping or pushing machines such as motograders of bulldozers which are not capable of producing a uniform blend of pavement and base and are incapable of creating heat through friction, will not be acceptable. All material shall be pulverized and crushed to minus two and one half (2 1/2) inches and blended into a homogenous mass, utilizing the asphalt from the existing pavement which is heated by the cutting drum, as a stabilizing agent, bonding the material together and waterproofing the base. ITEM 2A FINE GRADE AND COMPACTION SCOPE OF WORK - The reclaimed material shall be shaped and graded to the lines and elevations as directed by the Director of Public Works and compacted to a dense consolidated mass by rolling with a roller weighing not less than ten (10) tons. The finished surface shall be tested for smoothness and accuracy of grade and if any portions are found to lack the required smoothness or accuracy, such portions shall be repulverized, reshaped, recompacted and otherwise manipulated as the Director may direct until the required smoothness and accuracy are obtained. The finished surface shall be such that it will not vary more than one quarter (1/4) of an inch from a ten (10) foot straight edge applied to the surface, parallel to or a right angle to the center line. Pinehurst Development Roads and Work Limits Pinehurst Dr. Soneric Dr. Crestmont La. Jon St. Jon St. Cui De Sac Pinehurst Dr. Cui De Sac Pinehurst Dr. From Rt. 112 to Golf Course Soneric Dr. From Pinehurst Dr.to Crestmont La. Crestmont Dr.From Shannock Hill Rd.to Pinehurst Dr. Jon St. to Crestmont Ln. Kindly contact DPW Director Gary Robar at (401) 539-8474, or via email, at dpw@richmondri.com with any questions, regarding this Request for Proposals and/or bidding process.