Site work for a water / sewer project in Montrose, Pennsylvania. Completed plans call for site work for a water / sewer project.

construction of: Unnamed Stream EWP Streambank Stabilization Project This contract includes, but is not limited to, furnishing all materials, equipment, supplies, and labor necessary to install 116 feet of R-8 Riprap along an Unnamed Stream at 1969 Valley Road, Montrose, PA 18801. All envelopes containing bids shall be clearly marked with the words" Unnamed Stream EWP Streambank Stabilization Project Forest Lake Township, Susquehanna County and the words "Sealed Bid". Bids must be submitted on the forms provided in the bid package and must unconditionally submitted. Pennsylvania Prevailing Wage Rates apply to this contract. The successful bidder is required to comply wit the Contract Compliance Regulations of the Pennsylvania Human Relations Commission, 16 PA Code Chapter 49 and with all Federal, State, and local regulations prohibiting discrimination in hiring and employment due to race, color, religion, sex, national origin or handicap. Award of this contract, if it is awarded, will be to the lowest responsible and responsible bidder. Forest Lake Township reserves the unqualified right to reject any and all Bids to waive any informalities, or take any other action that it may deem to be in the best interest of the Township and as may be permitted by law. Bids may be held by the Township for a period of 45 days from the date of opening for the purpose of reviewing bids and investigation the qualifications of bidders, prior to awarding the contract. Data concerning the utilities at this site has been obtained from Pennsylvania One-Call System, Serial No._20250700927_. Accuracy of this data is not guaranteed. The Contractor must contact the PA One-Call System (1-800-242-1776) at least 3, but not more than 10, working days prior to the commencement of construction for utility information. 2. The Contractor is responsible for the protection of any private or public facilities in the work area for the duration of the contract. The Contractor will be responsible for repairing any of their damages to a condition equal to or better than before work condition. No additional compensation will be made for damaged facility repair. 3. The primary scope of work for this project includes installation of 136 feet of R-8 Riprap as shown in the design including the cutoffs. Height of the bank varies slightly, and all riprap shall be installed to top of bank. Bank height is an average of 4'. 4. In Technical Specification R-8 RIPRAP the following changes shall apply: a. Materials and Storage Change i. In lieu of B-Geotextile change to B-Bedding-bedding shall consist of a uniform layer of AASHTO #1 stone between the prepared sideslope and the R-8 rock riprap. No bedding stone is required in the locations that receive coarse grained backfill (typical of deposition and material that has the fines removed by flowing water). Bedding material shall come from an approved source listed in the current copy of the Commonwealth of Pennsylvania Department of Transportation Bulletin #14, "Aggregate Producers". b. Procedure Change i. In lieu of C-Geotextile change to C-Bedding-use AASHTO #1 course aggregate. Place the bedding on the prepared area in a uniform layer. No compaction is required. Long slopes may require working the lower portion, complete with riprap, and progressing up the slope in segments. ii. The upstream and downstream end of the riprap shall be protected with a rock filled cutoff trench. The trench shall be excavated to a depth similar to the base of riprap slope protection. Rock of the same gradation, as the riprap slope protection, shall be used to fill the trench