Drain Auger Government Bids & RFPs

Lot 1: *** ONLY ONLINE BIDS WILL BE ACCEPTED FOR THIS RFB. *** Emailed and hard copies delivered by any method WILL NOT BE ACCEPTED. On this line, Bidders must enter $ 0. 00 for Contract Amount in the e- procurement system. Actual Contract Amount must be entered on " Official Bid Document" and submitted as an attachment in the e- procurement system. Vendors should review and update, if necessary, all addresses and contact persons for their account prior to bid submission. This information will carry forward to a contract if awarded, therefore please ensure all information is correct. ** Entire Official Bid Document and Bid Bond ( if required) should be combined as one PDF and uploaded** The project includes two sites in Perry County located just off of Mountain Shadow Drive, behind WYMT. The Sims site consists of a pre- law auger bench, whose outer slope has become unstable. Movement along the outer slope, around the foundation and inside the home have been reported. In addition, multiple auger holes along the back yard pose a threat to Mr. Sims young child. Lastly, drainage and sediment flow over an OSM concrete wall and towards the home. The Whitson site consists of an augered and backfilled highwall at house level and just above the home. Drainage continues to find its way into the back of the home. In addition, the slope behind the home has become unstable and large boulders have fell and damaged the deck and pool.

Lot 1: *** ONLY ONLINE BIDS WILL BE ACCEPTED FOR THIS RFB. *** Emailed and hard copies delivered by any method WILL NOT BE ACCEPTED. On this line, Bidders must enter $ 0. 00 for Contract Amount in the e- procurement system. Actual Contract Amount must be entered on " Official Bid Document" and submitted as an attachment in the e- procurement system. Vendors should review and update, if necessary, all addresses and contact persons for their account prior to bid submission. This information will carry forward to a contract if awarded, therefore please ensure all information is correct. ** Entire Official Bid Document and Bid Bond ( if required) should be combined as one PDF and uploaded** This site is the location of previous surface/auger mine works. Drainage from the mine works is causing damage to the reclaimed pasture areas and was previously addressed partially as the Nelson Thompson Slide and Drainage HP AMLRP. This project proposes to correct drainage issues that persist after the previous project. This project has two separate areas ( Areas A and B). At Area A, subdrains will be installed on the existing bench above the Barn/Lot. Additional subdrain will be installed on the slope above the Barn/Lot at a identified saturated area. This water will be conducted via Class II/III ditches and culverts to the established natural drain. Additional subdrain will be placed in the maintained pasture area where drainage is migrating to the surface. These subdrains will outlet to the existing diversion immediately downslope of the pasture area. At Area B, core drains that were previously installed have failed. The core drains will be removed and replaced with standard subdrains with the outlets to a previously installed ECB ditch.

Lot 1: *** ONLY ONLINE BIDS WILL BE ACCEPTED FOR THIS RFB. *** Emailed and hard copies delivered by any method WILL NOT BE ACCEPTED. On this line, Bidders must enter $ 0. 00 for Contract Amount in the e- procurement system. Actual Contract Amount must be entered on " Official Bid Document" and submitted as an attachment in the e- procurement system. Vendors should review and update, if necessary, all addresses and contact persons for their account prior to bid submission. This information will carry forward to a contract if awarded, therefore please ensure all information is correct. ** Entire Official Bid Document and Bid Bond ( if required) should be combined as one PDF and uploaded** This site is the location of previous surface/auger mine works. Drainage from the mine works is causing damage to the reclaimed pasture areas and was previously addressed partially as the Nelson Thompson Slide and Drainage HP AMLRP. This project proposes to correct drainage issues that persist after the previous project. This project has two separate areas ( Areas A and B). At Area A, subdrains will be installed on the existing bench above the Barn/Lot. Additional subdrain will be installed on the slope above the Barn/Lot at a identified saturated area. This water will be conducted via Class II/III ditches and culverts to the established natural drain. Additional subdrain will be placed in the maintained pasture area where drainage is migrating to the surface. These subdrains will outlet to the existing diversion immediately downslope of the pasture area. At Area B, core drains that were previously installed have failed. The core drains will be removed and replaced with standard subdrains with the outlets to a previously installed ECB ditch.