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07/17/2025 - USA | WA | CLARK COUNTY | VANCOUVER | 98666 :TRANSPORTATION, DEPARTMENT OF- FEDERAL HIGHWAY ADMINISTRATION- 690567 WESTERN FEDERAL LANDS DIV

OR ERFO FS UMPQU 615- 2022- 2( 1), Umpqua ERFO Repairs 2022 - Award notice for construction project OR ERFO FS UMPQU 615- 2022- 2( 1), Umpqua ERFO Repairs 2022 See attachments for bid tabulations.

Umpqua ERFO repairs 2022 mobilization, construction survey and staking, contractor quality control, contractor testing, construction schedule, soil erosion control, temporary stream diversion, soil erosion control, silt fence, soil erosion control, fiber roll, soil erosion control, check dam filter rock, soil erosion control, check dam fiber roll, clearing and grubbing, removal of delineator, removal of pipe culvert, roadway excavation, subexcavation, backfill, select granular, separationstabilization geotextile, class 1, type d woven, geogrid, stabilization, placed riprap, method b, class 2, placed riprap, method b, class 3, mechanically stabilized earth wall, mechanically stabilized earth wall with staining agent, reinforced soil slope, welded wire face, roadway aggregate, method 2, surface course, 18inch pipe culvert, 36inch pipe culvert, dump truck, 10 cubic yard minimum capacity, wheel loader, 3 cubic yard minimum rated capacity, hydraulic excavator, 1 cubic yard minimum capacity with thumb attachment, g
Notice Summary
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06/28/2025 - USA | VA | LOUDOUN COUNTY | STERLING | 20163 :TRANSPORTATION, DEPARTMENT OF- FEDERAL HIGHWAY ADMINISTRATION- 693C73 EASTERN FED LANDS DIVISION

Geotextile Separation

Ozark National Forest - Sealed bids from certified Service- Disabled, Veteran- Owned Small Business Concerns only will be accepted for the Ozark National Forest, Project AR ERFO FS 2020- 1( 1), Solicitation Number ****- 25- B- ****, located in Madison Count

12. 7millimetersoil loss during a 30minute flow event in largescale testing. these performance test values should be supported by periodic bench scale testing under similar test conditions and failure criteria using erosion control technology council, test method 3. 5 other largescale test methods determined acceptable by the co. 695section 713713. 19 sediment filter bags. furnish rot and mildew resistant bags composed of a nonwoven geotextilefabric conforming to table 7135 and the following: a minimum footprint 150 ft2 14 m2 b sewnin sleeve to fit minimum 4inch 100millimeter pump discharge hose. secure discharge hose with a hose clamp. table 7135 sediment filter bag geotextile requirements property test units specifications method astm mass d3776 ozyd gm 10. 0 310 minimum grab tensile strength d4632 lb n 250 1100 tensile elongation at break d4632 50 minimum puncture strength d4833 lb n 115 510 minimum trapezoid tear strength d4533 lb n 100 445 minimum sewn seam strength d4632 lb n 200 900 mullen burst d3786
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05/14/2025 - USA | CO | LAKEWOOD:TRANSPORTATION, DEPARTMENT OF- FEDERAL HIGHWAY ADMINISTRATION- 6982AF CENTRAL FEDERAL LANDS DIVISI

CA FLAP MOD 258( 1) Blue Lake Road - THIS IS NOT A REQUEST FOR BID PLANS AND SPECIFICATIONS ARE NOT AVAILABLE. THIS NOTICE IS BEING ISSUED TO DETERMINE IF THERE IS SUFFICIENT INTEREST FROM QUALIFIED PRIME CONTRACTORS who are small businesses, HUBZone smal

Construction of highways, roads, streets, bridges, and railways 20401 0000 roadway excavation: 3, 350 cuyd 20421 0000 rock excavation: 530 cuyd 20701 0300 separation stabilization geotextile, class 1, type c: 1, 500 cuyd 30202 2000 roadway aggregate, method 2: 3, 300 ton 30502 0600 full depth reclamation with cement, 6 inch depth: 98, 200 sqyd 30510 0000 cementitious material: 1, 240 ton 40101 5600 asphalt concrete pavement, gyratory mix: 17, 850 ton 41101 1000 prime coat, method 1: 120 ton 63506 0500 temporary traffic control, flagger: 5, 100 hour 63506 0600 temporary traffic control, pilot car: 2, 100 hour
Notice Summary
Documents

04/12/2025 - USA | CO | LAKEWOOD:TRANSPORTATION, DEPARTMENT OF- FEDERAL HIGHWAY ADMINISTRATION- 6982AF CENTRAL FEDERAL LANDS DIVISI

Geotextile Separation

OK ERFO NP CHIC 2024- 1( 1) Veterans Lake Trail Bridge - PROJECT NUMBER: OK ERFO NP CHIC 2024- 1( 1) PROJECT NAME: Veterans Lake Trail Bridge PROJECT DESCRIPTION: The project is located along Veterans Lake Trail

12. 7millimetersoil loss during a 30minute flow event in largescale testing. these performance test values should be supported by periodic bench scale testing under similar test conditions and failure criteria using erosion control technology council, test method 3. 5 other largescale test methods determined acceptable by the co. 695section 713713. 19 sediment filter bags. furnish rot and mildew resistant bags composed of a nonwoven geotextilefabric conforming to table 7135 and the following: a minimum footprint 150 ft2 14 m2 b sewnin sleeve to fit minimum 4inch 100millimeter pump discharge hose. secure discharge hose with a hose clamp. table 7135 sediment filter bag geotextile requirements property test units specifications method astm mass d3776 ozyd gm 10. 0 310 minimum grab tensile strength d4632 lb n 250 1100 tensile elongation at break d4632 50 minimum puncture strength d4833 lb n 115 510 minimum trapezoid tear strength d4533 lb n 100 445 minimum sewn seam strength d4632 lb n 200 900 2 mullen burst d378
Documents

03/14/2025 - USA | KY:Commonwealth of Kentucky - Transportation - Office Of The Secretary- KY

Equip Rental Offset Drill w/Op /D- 7 REBID
Lot 6: Vendor to furnish backfill material. Place Geotextile fabric as directed by the engineer, the geotextile fabric shall be lapped as outlined by the manufacture recommendations and Kentucky Standard Specifications. The geotextile fabric shall wrap the granular backfill to provide separation from all earth embankment. Construct granular embankment behind railroad rails, cribbing and on slope, as per Section 206 of the Kentucky Standard Specifications for Road and Bridge Construction, Current Edition. Backfill material shall be placed and compacted to eliminate voids. Construct embankment up to the approximate existing pavement elevation. Use the following backfill materials: Kentucky aggregate gradation no. 2' s /23' s or larger. Backfill material shall meet requirements of Section 805 of the Kentucky Standard Specifications for Road and Bridge Construction, Current Edition. The Engineer will use visual inspection and/or material testing, as applicable to determine acceptability. Geotextile fabric will be furnished by the KY Dept. of Transportation. Vendor to furnish backfill material and labor to install geotextile fabric. This line item shall be used for all work paid using STATE funds.
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