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USA | CO | WELD COUNTY | FORT LUPTON:City of Fort Lupton

Water Treatment Plant Platform Project Procurement of materials for grated platform. Construction and installation of grated platform over wet well portion of the Water Treatment Plant building.
RFB- 08- 26 ****, Pike County
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** A section of slope has become unstable in the graded area between the undisturbed forest and a previously installed concrete block- tied mat ditch. This instability has constricted the ditch. Sediment from this instability has also been deposited downstream at the intersection with an installed grated concrete ditch, allowing water to bypass the ditch and impact the citizens yard. The unstable material constricting the ditch will be removed and replaced with a Class III buttress. The affected section of ditch ( approx. 80LF) will be removed and replaced with 4 flat bottom Class III Ditch. Grates will be removed and replaced after deposited sediment has been removed and modifications complete. To prevent migration of Class III aggregate into the concrete channel, a barrier for aggregate retention will be installed at the interface of the two types of ditch. Sediment deposited in the yard will also be removed to restore grade and drainage. The project limits are 3. 37 acres in total with 0. 7 acres of planned disturbance. These include project limits of 0. 21 acres at the project site ( with an expected maximum disturbance within the project limits of approximately 0. 2 acres) and 3. 16 acres at the off- site waste area ( with an expected maximum disturbance within these project limits of 0. 5 acres). Trees greater than 3 diameter at breast

07/11/2025 - USA | OR | HOOD RIVER COUNTY | HOOD RIVER:Hood River OR, City of

Waterfront Stormline Relocation Project- Phase 4- The work to be done under this contract consists of constructing 450 lineal feet of 36- inch storm drain complete with rip rap splash pad and grated inlet, and four 60- inch diameter manholes. Constructing channels and grading within a wetland area, constructing temporary access road adjacent to a wetland area, abandoning in- place two culverts under the interstate I- 84 freeway, installing conduit for re- routed underground communications and electric lines
RFB- 08- 26 ****, Pike County
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** A section of slope has become unstable in the graded area between the undisturbed forest and a previously installed concrete block- tied mat ditch. This instability has constricted the ditch. Sediment from this instability has also been deposited downstream at the intersection with an installed grated concrete ditch, allowing water to bypass the ditch and impact the citizens yard. The unstable material constricting the ditch will be removed and replaced with a Class III buttress. The affected section of ditch ( approx. 80LF) will be removed and replaced with 4 flat bottom Class III Ditch. Grates will be removed and replaced after deposited sediment has been removed and modifications complete. To prevent migration of Class III aggregate into the concrete channel, a barrier for aggregate retention will be installed at the interface of the two types of ditch. Sediment deposited in the yard will also be removed to restore grade and drainage. The project limits are 3. 37 acres in total with 0. 7 acres of planned disturbance. These include project limits of 0. 21 acres at the project site ( with an expected maximum disturbance within the project limits of approximately 0. 2 acres) and 3. 16 acres at the off- site waste area ( with an expected maximum disturbance within these project limits of 0. 5 acres). Trees greater than 3 diameter at breast
FY25 FCC BUTNER 3RD QTR NON SUBSISTENCE SYNOPSIS/SOLICITATION - ITEM# ITEM DETAILS QTY UNIT Pric

gallon, yield must be marked on container, all delivered product must be labeled with ingredients. quote must include cost for finished 10 gallons of broth. specify case weight on bid. 75 cheese, sliced, real cheese, not imitation, as 1500 lb 1. 820 2, 730. 000 clarks trading specified in the code of federal regulations, title 21, chapter i, subchapter b, part 133 cheeses and related cheese products , subpart b, 133. 173, one of the following cheeses, to be determined by the fsa, pasteurized process cheese american, cheddar, provolone, swiss, colby, or monterey jack. each of the ingredients used in the food shall be declared on the label. manufacturers letters will not be accepted in lieu of labeling. 76 cheese, parmesan or parmesan and romano mixed, 50 cs 39. 890 1, 994. 500 clarks trading grated, italian style, 121 lb containers per case77 coffee ground, medium ground. specify case size 2500 lb 7. 980 19, 950. 000 the b2g group on bid. corp. 78 white cake mix brand must be specified 2500 lb 0. 5840 1, 460.
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