Toe Shoes Government Bids & RFPs
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Interior, Department Of The- Bureau Of Reclamation- Pacific Nw Region Pn 6615
Shoreline Protection Construction/ Toe Armor
Y-- Speelyi Beach Shoreline Protection, Yakima Project, Washington, Bureau of Recla - Speelyi Beach Shoreline Protection, Yakima Project, Washington, Bureau of Reclamation C- PN Region
Speelyi Shoreline Protection Construction
Bid Close Date:
Commonwealth Of Kentucky - Facilities & Support Services- KY
Rfb- 242- 26 ****, breathitt county
Bid Close Date:
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** Davis Energy LLC, Permit Number 813- **** Bond Forfeiture Group Proposal will comprise of the following reclamation activities in order to return the permit to permanent program standards: Eight ( 8) slides are actively either moving and/or eroding on the permit and will need to be stabilized by utilizing and installing such items as rock core drains, rock toe buttresses, armored ditches, and regrading slide areas to ensure positive drainage. Seven ( 7) temporary bench ponds exist on the permit and will need to be filled, compacted in 1 lifts, and graded in a manner to create positive drainage to the existing natural outslope. All haul road berms will be removed by grading in place and/or moved to other locations for use as fill material within bench ponds, bare and low areas, and exposed cut areas. Diversion ditches will be removed by grading material to create a smooth transition into the upper slope and then be tracked in. Silt traps and silt checks will be installed within constructed ditches and other needed locations as silt control and as flow dissipaters. Silt barriers, fence or bales, will also be utilized during reclamation activities to prevent and/or reduce off- site silt migration. Revegetation of all disturbed areas will made by uniformly spreading agricultural limestone, by performing seedbed preparations ( tracking), un
Dept Of Defense- National Geospatial- Intelligence Agency ( Nga)- Natl Geospatial- Intelligence Agency
Safety Shoes/ Shock Absorption/ Composite Safety Toe
NGA Police Boots - Please see attached Request for Information and Statement of Need.
police duty footwear
Bid Close Date:
Commonwealth Of Kentucky - Facilities & Support Services- KY
RFB- 237- 26 Re- Ad of RFB- 176- 26 ****, PIKE COUNTY
Bid Close Date:
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** There is a significant amount of water that is draining from the mine bench causing problems ( small slides, mold, drainage, etc. ) the proposed plans is to control the water and get it into Frozen creek which is across the road. Access to the bench will be via the gravel driveway down the road from the residence, used to access another residence at the bench level. At this residence, there is drainage from behind the driveway from an old closed portal which is saturating the area and flowing along the driveway. Water has also caused a small slip on the hill adjacent to the drive. This material will be removed and a rock toe buttress installed to stabilize the hill above the road. Approximately 600LF of ditchline will be installed along this drive and up to the portal. Drainage controls will be installed on the bench and at the house level. A small block wall will be installed behind one home to stabilize a small slide and handle drainage.
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