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USA | OH | FRANKLIN COUNTY | COLUMBUS:DEPT OF DEFENSE- DEFENSE LOGISTICS AGENCY- DLA LAND- DLA LAND COLUMBUS- DLA LAND AND MARITIME

10-- UNIAXIAL TILT METER - Proposed procurement for NSN **** UNIAXIAL TILT METER: Line **** Qty 46 UI EA Deliver To: By: **** DAYS ADO This Solicitation may result in an Automated IDC ( Indefinite Delivery Contract). The term of the contract/order will be one yea

10 weapons this group includes combat weapons as well as weapon like noncombat items, such as line throwing devices and pyrotechnic pistols. also included in this group are weapon neutralizing equipment, such as degaussers, and deception equipment, such as camouflage nets. excluded from this group are fire control and night devices classifiable in groups 12 or 58. proposed procurement for nsn 1055015862556 uniaxial tilt meter: line 0001 qty 46 ui ea deliver to: by: 0127 days ado this solicitation may result in an automated idc indefinite delivery contract. the term of the contract order will be one year or until the aggregate total of orders placed against the contract order reach 250000. 00. the estimated number of orders per year is 11. the guaranteed minimum quantity will be 6. items will be shipped to various conus and oconus via consolidation and containerization point dla depots. approved sources are 1fdg9 10810120 5w3v7 10810120. the solicitation is an rfq and will be available at the link provided in
Notice Summary
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USA | IL | KANE COUNTY | GENEVA | 60134 :City of Geneva - IL

Sale Of Surplus Land

sale of surplus real estate owned by the city of geneva, illinois that part of lots 2 and 3 in block 50 of the original town of geneva described as follows: commencing at a point on the south line of said lot 2 that is 35. 0 feet east of the southeast corner thereof thence northerly, parallel with the east line of said lot 2 a distance of 12. 0 feet for the point of beginning thence continuing northerly along said parallel line 23. 0 feet thence westerly at right angle to said parallel line, 29. 0 feet thence southerly at right angle to the last described course, 23. 0 feet thence easterly 29. 0 feet to the point of beginning, all in the city of geneva, kane county, illinois. the above described real estate is vacant land located at the rear of 14 south third street in the city of geneva, kane county, illinois. the land consists of 667 square feet areas and is within the dcm district under the city of geneva zoning ordinance.
Notice Summary
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USA | CO | DENVER COUNTY | DENVER | 80264 :INTERIOR, DEPARTMENT OF THE- BUREAU OF LAND MANAGEMENT- NATIONAL OPERATIONS CENTER

Terrestrial AIM Nevada - Terrestrial AIM Nevada

appendix a: supplemental method for esrfuels aim plotsperennial plant densityequipment: basic aim equipment 1 1. 0m x 1. 0m sampling square 1m2 or 2m folding rulermethod 1. the start point for the first quadrat is at the 0 mark for each transect. the remaining quadrats will be placed at 5m intervals. 2. place the 1m2 sampling frame adjacent to the transect tape and forming a right angle with the side nearest the plot center and lined up with the determined start point on the transect tape figure 3. 3. search the quadrat and record all perennial grass, forb, and shrub species present. a. this will reduce time per quadrat as it eliminates the need to look for species while counting plants. 4. count the number of each living, rooted perennial plant species in the 1m2 quadrat. all plants must be identified to species. a. boundary rule: any plant whose boundary touches the side of the quadrat adjacent to the transect tape and the side nearest the plot center will be counted as inside. plants that touch the other t
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07/16/2025 - USA | NH | ROCKINGHAM COUNTY | PORTSMOUTH:DEPT OF DEFENSE- DEFENSE LOGISTICS AGENCY- DLA MARITIME- DLA MARITIME SHIPYARDS- DLA MARITIME - PORTSMOUTH

Point Angle

Personnel Brows - The Portsmouth Naval Shipyard requests responses from qualified sources capable of providing 35&# 39; Personnel brows IAW attached Statement of Work and amplifying attachments. ( Notes: Vendor shall list the country of origin for each line item & amp

blade width, inchm: fork set width. hides outer edge to outer edp: black length, mics: blah mamas, inches forklift 3: blade 1: fork set 1.: blade 1: bladecapacity width inches iclth inches length inches thickness inches10 ton 8. 0 96 96 3. 757. 5 ton 6. 0 60 48 72 2. 02 ton 4. 0 6. 0 40 40 48 l 5 2. 0 attachment 3 continuedpage 18. 9520 structural shapes structural shapes this class contains bulk material only. specially designed items should be placed in a more appropriare class. this class includes items usually used in building, bridge and similar construction, such as, i beams, angles, and the like. the portsmouth naval shipyard requests responses from qualified sources capable of providing 35 personnel brows iaw attached statement of work and amplifying attachments.
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07/16/2025 - USA | NV | CLARK COUNTY | NELLIS AFB:DEPT OF DEFENSE- DEPT OF THE AIR FORCE- AIR COMBAT COMMAND- FA4861 99 CONS LGC

820 RHS Circuit One South Manholes - Supply and delivery of pre- cast concrete vault assemblies and transformer pads to support the upgrade of underground high- voltage distribution system. Required Components: t( Qty: 17) Pre- Cast Vault **** Assem

bill of materials item unit qty qty part number description 1 10. 171 ft3 10. 171 ft3 concrete mix generic 5000 psi 2 1 4 anchor dogbone p52 2t x 338 galv 3 1 2 reinforcing mat 300127324 b 6 4 1 4 insert ferrule loop 12 x 234 plated fx5 typ 1 12 typ 100002190. idw 6 typ 4 1 12 a typ a 2 1 b plan view 410 28 58. 00 in 32. 00 in 26 14 30. 00 in 16. 00 in 10 12. 00 in 50 210 60. 00 in 34. 00 in section aa section bb lifting notes this concrete product is designed to be lifted at 1500psi with 4 lift date byconnections equally loaded to 2 lifting points at a minimum 60 sling angle, measured from horizontal. bury depth: description: above ground to nawater level: approx. weight: pad 3258x12 nve 240721 below structure 1530. 67 lbsdesign spec: loading spec: casting layout sheet: agency specified a03 300 psfreinforcement rebar lifting type: dogbone 1 of 2type: all concrete to have a 28 day compressive strength of 5000 psi. reinforcing steel shall comply with astm a615 grade 60 or astm a706 grade 60. bar bending and pl
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