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

Warren Township is receiving bids for the following: approx. 400 gal of crack seal, approx. 21,099 SY of Asphalt seal coat, approx. 1,492 SY of Prime Christopher D. Jones, Esquire Attorney for Incorporator Griffin, Dawsey, Depaolo & Jones 101 Main Street Towanda, PA 18848 8apr,c Coat, and 5,373 SY of Asphalt Fog Seal. Bid Bond in the amount of 10% of the contract is required of all bidders for each contract. Performance bond and payment bond in the amount of 100% of the contract, as well as proof of worker's compensation insurance will be required within 20 days of receiving notice of being awarded the bid to each contract. All work and material must meet current Pennsylvania Department of Transportation Specifications Form 408 and its Supplements. Proposals must be upon the forms furnished by the Municipality. The Municipality reserves the right to reject any or all proposals. ASPHALT PRIME COAT (E-l PRIME) WZ BLOTTER This work is the conditioning and treating of an absorbent non-asphalt base course or an absorbent existing surface with an application of emulsified asphalt Prime Coat E-l Prime, immediately followed by an application ofType A, No. 8 course aggregate. All work to be in accordance with the Publication 408 Section 461, to be rolled according to section 470.3c. Supply and placement ofthe course aggregate is incidental to the Asphalt Prime Coat. ASPHALT SEAL COAT (SINGLE/ DOUBLE APPLICATION) w/CRS-2 or RS-2 This work is for the application ofone or two applications of emulsified asphalt, immediately followed by an application of course aggregate. Furnish and place an application of emulsified asphalt material, CRS-2 or RS-2 immediately followed by an application ofType A, No. 8 coarse aggregate SRL-L. All work and material in accordance with the current Publication 408 Section 470. Incidental to the above items: Provide verifiable test results that show aggregate is clean, material finer than the 200 sieve does not exceed 1.0 percent; clean roadway prior to placement; provide affidavit showing aggregate and oil compatibility and provide Traffic Control according to Pub. 213, 212 and the MUTCD. All work must be completed in accordance with the cunent PADOT Pub. 408 Specifications and its supplement.