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Filter Bag Government Bids & RFPs
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90% recommend BidHits™ (1070 real users, 07/15/2026).Methodology
Auto Bagging Equipment/ Poly Bagger/ Inline Bagger/ Bagging Systems
Auto Bagging Equipment at DDOO - This is a solicitation for commercial products prepared IAW the format found at parts 12 and 13, as supplemented with additional information included in this notice. Please see attached for details
Auto bagging equipment Item 1: Scale, counting ( **** check weigh parts counter 750lbs 5x3 dimensions **** adjustable supply hopper load ht 24 diameter bowl specs, urethane coating, cascade style counterclockwise bowl feed direction 10kg load cell up to . 001 lbs accuracy 110v60hz 1. 5 amps flc 40psi air full color touch screen job save recall recipes settings sampling auto eye setup function scrap parts filtering auxiliary communications with networking capability adjustable centerpost stand settings to prevent overages vtrack: short vtrack, 20 long conveyor, 2 green short vtrack belts similar or equal to ****) Item 2: Bagger, poly, inline ( 60 psi air pressure 1. 0 to 4. 0 mil bag thickness bag size: minimum 2. 5w x 5. 5l and max 14w x 32l 4 standard product pass through 27 capable vertical style up to 14 diameter rolls standard or drop frame manual or auto count weight loading method manual, paced, and automatic operation over 100 bags per minute voltage 11060hz standard and 220v50hz capable progr
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Solicitation for auto bagging equipment at DLA Oklahoma City, OK. This is a total small business set-aside. NAICS code is **** date for questions is July 10, 2026, 10:00 EST. Closing response date is July 15, 2026, 10:00 EST. Delivery is required within 30 days after receipt of order. FOB destination. Invoicing and payment via Wide Area Work Flow (WAWF). Quoters must be registered in SAM. gov. Quotes must be submitted electronically via email by the closing date and time. Award will be made to the acceptable quoter with the lowest evaluated price. Technical capability and past performance will be evaluated on an acceptable/unacceptable basis.
The government requires delivery of all equipment within 30 days after contractor receipt of order. The government requires delivery of all equipment within 30 days after contractor receipt of order.
Invoicing and payment will be made via Wide Area Work Flow (WAWF). Invoicing and payment will be made via wide area work flow.
Standard warranty applies to the bagger and inline thermal printer. Standard warranty applies.
The government intends to award one contract to the acceptable quoter with the lowest evaluated price. The government intends to award one contract to the acceptable quoter with the lowest evaluated price.
Quoters must be determined to be responsible according to the standards of FAR subpart 9. Quoters must be determined to be responsible according to the standards of far subpart 9.
Failure to submit your response by the closing date and time may result in nonconsideration of your quote. Failure to submit your response by this date and time may result in nonconsideration of your quote.
Mark Twain NF Beaver Lake Dam Rehabilitation - MAKING IMPROVEMENTS AS NECESSARY TO DRAW DOWN WATER LEVELS, CLEAR AND GRUB, EXCAVATE AND REMOVE EXISTING OVERFLOW CONDUIT AND APPURTENANCES AND REPAIRING SPILLWAY EROSION WITH RIPRAP.
Dam rehabilitation and erosion repair 1. Improvements to draw down water levels. 2. Clearing and grubbing. 3. Excavation and removal of existing overflow conduit and appurtenances. 4. Repairing spillway erosion with riprap. 5. Furnishing rot and mildew resistant sediment filter bags ( minimum footprint 150 sq ft, sewn- in sleeve for minimum 4- inch pump discharge hose). 6. Furnishing prefabricated filter inserts for catch basins or drop inlets with high- flow bypass. 7. Furnishing floating turbidity curtains ( made of tightly woven nylon, plastic, or other non- deteriorating material, with fabric overlap, supporting flotation, ballast chain, and dual galvanized wire rope load lines). 8. Geotextile for separation and stabilization.
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Rehabilitation of Mark Twain NF Beaver Lake Dam, including water level draw down, clearing, grubbing, overflow conduit removal, and spillway erosion repair with riprap. Requires sediment filter bags, prefabricated filter inserts, floating turbidity curtains, and geotextile materials. Performance test values for soil loss should be supported by bench scale testing. Geotextile specifications include strength, durability, and physical requirements.
Construction Services, including maintenance and repair Exploration drilling to verify coal mine, location of rooms and pillars, downhole camera verification, adjustment of proposed hole locations for grouting, drilling of six- inch plus diameter holes, casing holes with PVC pipe, use of sediment filter bags or equivalent system, flushing holes with water, methane monitoring, capping holes or inserting PVC casing if methane is encountered, excavation and filling of subsidence holes with riprap, covering with filter fabric and compacted material, excavation and filling of collapses in ditch lines with riprap, sealing mine workings with rock and grout, closing potential mine openings with wildlife accessible closures.
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This is a Request for Bids (RFB) for construction services, including maintenance and repair, specifically for exploration drilling to verify a coal mine and address subsidence issues. The deadline for bid submission is February 23, 2024. Bidders must submit their bids electronically as a single PDF. Vendors are advised to review and update their contact information and addresses. The estimated total value is $1,595,750. 00. Methane monitoring is the contractor's responsibility, and specific procedures must be followed if methane is encountered. The project involves drilling, casing, sediment control, and mine opening closures. Bidders must enter '0. 00' for the contract amount in the e-procurement system, with the actual amount on the official bid document submitted as an attachment.
The closing date for this solicitation is February 23, 2024.
Only online bids will be accepted for this RFB. Emailed and hard copies delivered by any method will not be accepted.
The estimated total value for this procurement is $1,595,****.
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 work will consist of exploration drilling to verify the # 11 seam coal mine and location of rooms and pillars. During the exploration drilling phase, AML employees will utilize a downhole camera to verify current conditions in the mine and to determine the extents of the rock and shale fracturing from the mine subsidence. Once the exploration phase is complete, AML staff will make any necessary adjustments to the proposed hole locations for grouting the coal seam. Six- inch plus diameter holes will be drilled to the # 11 coal seam in the specified order. The hole will be cased through the soil horizon into solid competent rock with 6- inch diameter PVC pipe. A box utility trailer with sufficient volume capacity, Non- Woven, Polyethylene Geotextile Sediment Filter Bags or an equivalent system shall be used to capture all cuttings from all drill holes to minimize sediment deposits in the yards. Approximately 400 gallons of water will be required to flush each hole. Methane monitoring is the responsibility of the contractor, and if methane is encountered, the contractor must immediately implement a plan to secure the area. This may require the contractor to cap the hole or insert 3- inch diameter PVC casing to a minimum of 10 ft above the ground or as designated by the engineer. A subsidence hole measuring approximately 40ft x 45ft across and approx
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Methodology
Unaided survey with 1070 active users, conducted through 07/15/2026.
Single question: "Would you recommend our services to a friend or colleague?" - 90% answered "yes".