Geotextile Separation Government Bids & RFPs

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Last updated on 07/19/2025.

07/17/2025 - USA | WA | CLARK COUNTY | VANCOUVER | 98666 Midsize City

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

06/28/2025 - USA | VA | LOUDOUN COUNTY | STERLING | 20163 Small City

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 **** sediment filter bags. furnish rot and mildew resistant bags composed of a nonwoven geotextilefabric conforming to table **** 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 **** sediment filter bag geotextile requirements property test units specifications method astm mass **** ozyd gm 10. 0 310 minimum grab tensile strength **** lb n 250 **** tensile elongation at break **** 50 minimum puncture strength **** lb n 115 510 minimum trapezoid tear strength **** lb n 100 445 minimum sewn seam strength **** lb n 200 900 mullen burst ****

Bid Close Date:

05/14/2025 - USA | CO | LAKEWOOD Midsize City

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 **** **** roadway excavation: 3, 350 cuyd **** **** rock excavation: 530 cuyd **** **** separation stabilization geotextile, class 1, type c: 1, 500 cuyd **** **** roadway aggregate, method 2: 3, 300 ton **** **** full depth reclamation with cement, 6 inch depth: 98, 200 sqyd **** **** cementitious material: 1, 240 ton **** **** asphalt concrete pavement, gyratory mix: 17, 850 ton **** **** prime coat, method 1: 120 ton **** **** temporary traffic control, flagger: 5, 100 hour **** **** temporary traffic control, pilot car: 2, 100 hour

Bid Close Date:

04/12/2025 - USA | CO | LAKEWOOD Midsize City

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 **** sediment filter bags. furnish rot and mildew resistant bags composed of a nonwoven geotextilefabric conforming to table **** 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 **** sediment filter bag geotextile requirements property test units specifications method astm mass **** ozyd gm 10. 0 310 minimum grab tensile strength **** lb n 250 **** tensile elongation at break **** 50 minimum puncture strength **** lb n 115 510 minimum trapezoid tear strength **** lb n 100 445 minimum sewn seam strength **** lb n 200 900 2 mullen burst d378

Bid Close Date:

03/14/2025 - USA | KY

Commonwealth Of Kentucky - Transportation - Office Of The Secretary- KY

Equip Rental Offset Drill w/Op /D- 7 REBID

Bid Close Date:

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.

Lot 1: *** ONLY ONLINE BIDS WILL BE ACCEPTED FOR THIS RFB. *** Emailed and hard copies delivered by any method WILL NOT BE ACCEPTED. See attached document How to Respond to an Online Bid through the Kentucky Vendor Self Service site ( updated). pdf. Please enter contact person, phone number and email in the Comments Section. 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. This line item shall be used for all work paid using STATE funds. Brand & Model Bidding:____________________________________________ *** IMPORTANT NOTES*** The vendor is NOT required to own all pieces of equipment, but must be able to readily provide each piece on contract when requested.

Lot 2: Vendor supplied traffic control for drilled railroad rail drilling operation; Vendor shall provide flagging when requested. If Department provides traffic control, the flagging line item will not be included on the individual Delivery Order. Item includes up to two flaggers for traffic control on the worksite. Vendor may elect to use temporary traffic signals or portable traffic signals with appropriate signing in accordance with MUTCD. Vendor must also place and maintain appropriate work zone signing, flagger signs, flagger paddles, etc. in accordance with the MUTCD. Flaggers are required to wear appropriate safety equipment and must stay in constant communication with one another. Flaggers must work in accordance with Kentucky Dept of Highways Standard Drawings, in accordance with the MUTCD, and comply with Section 112 of the current Standard Specifications for Road and Bridge Construction at all times. Lane closures will only be permitted during daytime hours unless approved by the engineer. Payment will be made for the total number of man- hours worked for supplied traffic control each day. If vendor supplies portable traffic signals, payment by the man- hour will be based on number of man- hours flaggers would have been utilized instead of portable signals. This line item shall be used for all work paid using STATE funds.

Lot 3: Vendor to provide used railroad rail. To be completed as stated in the extended description line 1 with the vendor providing the necessary used railroad rail. Use recycled ( used) railroad rails classified with a nominal weight of 130 lb/yd ( pounds per yard) size or greater. Use only visibly straight recycled rails with no splices. The Engineer will verify rail nominal weights ( manufacturer' s stamp with lb/yd, date, etc. ). Provide certification for nominal weight if the manufacturer' s stamp is unidentifiable. This line item shall be used for all work paid using STATE funds.

Lot 4: Vendor to install cribbing at slide location as directed by the Engineer. Extend wall cribbing 2 feet to 12 feet as directed by Engineer below the existing ground line. If bedded rock is encountered, install the cribbing to the bedded rock only. The engineer will direct changes if necessary to the procedure. Vendor to furnish all labor and equipment to deliver and install wall cribbing on the recycled ( used) railroad rail piling. Wall cribbing shall be lapped, bolted, and attached solid to the drilled railroad rails. Use wall cribbing: recycled ( used) steel " w" beam guardrail shall be supplied by the KY Dept. of Transportation. Bolts, tie wire, welding, etc. needed to make the cribbing panels and attach to the drilled railroad rails will be furnished by the vendor. The Vendor is responsible for picking up the ( used) steel " W" beam guardrail at the local county Maintenance garage. Any unused ( used) steel " W" beam guardrail shall be returned to the maintenance garage by the vendor. This line item shall be used for all work paid using STATE funds.

Lot 5: Perform excavation as the slide repair dictates or as directed by the Engineer. Excavate each slide repair area to provide a platform for drilling the used railroad rails, if necessary. Excavate material as directed by the engineer wide enough to place cribbing and enough area for granular backfill. Equipment shall be capable of excavating a vertical trench to install cribbing up to 12 feet in depth from the roadway elevation. Method of excavation shall limit the damage or removal of the existing roadway pavement as much as possible. Excavating equipment bucket size and width shall be adjusted as directed by the engineer to achieve the excavation without damaging the pavement, utilities, drill steel, etc. Do not use excavated material from the site as fill material. Unless directed by the Engineer, excess excavation may be wasted at sites on the right- of- way, only if approved by the Engineer. Material may not be wasted in flood prone areas or in streams. If the Engineer deems no suitable sites are available within the right- of- way, the contractor will be required to waste excess material off the right- of- way at sites obtained by the contractor at no cost to the KY Dept. of Transportation. Excavation will be paid by field measurement. This line item shall be used for all work paid using STATE funds.

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.

Lot 7: Vendor to furnish and install cribbing at slide location as directed by the Engineer. Vendor furnished cribbing must be galvanized guardrail, reinforced concrete panels, or equivalent material as approved by the engineer. The cribbing material must be corrosion resistant and be capable of holding backfill material across a span of 3 to 4 feet. Extend wall cribbing 2 feet to 12 feet as directed by Engineer below the existing ground line. If bedded rock is encountered, install the cribbing to the bedded rock only. The engineer will direct changes if necessary to the procedure. Vendor to furnish all labor and equipment to deliver and install wall cribbing on the recycled ( used) railroad rail piling. Wall cribbing shall be lapped, bolted, and attached solid to the drilled railroad rails. Bolts, tie wire, welding, etc. needed to make the cribbing panels and attaching to the drilled railroad rails will be furnished by the vendor. This line item shall be used for all work paid using STATE funds.

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