Silt Fence Government Bids & RFPs

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USA | IA | LINN COUNTY | CEDAR RAPIDS | 52404 Midsize City

Public Works - IA

Silt Fence

Ellis Road NW at Rawson Lane Sanitary Sewer Improvements - Project Description: The Public Improvement, upon which bids are requested, generally consists of remove and replace 36 inch RCP sanitary sewer pipe and manholes located at Ellis Road NW between Bird Ln and Rawson Ln. The Engineer& rsquo; s opinion of probable cost is $ 750, 000. Early Start Date: Upon Receipt of Notice to Proceed Late Start Date: 2/2/2026 Milestones: None Final Completion: Working Days - 60

Ellis Road NW at Rawson Lane Sanitary Sewer Improvements **** Clearing and Grubbing **** Topsoil, onsite **** Trench Compaction Testing **** Sanitary sewer gravity main, trenched, rcp, 36 in **** Sanitary sewer gravity main, trenched, pvc sdr26, 18 in **** Sanitary sewer gravity main, trenched, pvc sdr26, 10 in **** Sanitary sewer gravity main, trenched, pvc sdr26, 8 in **** Sanitary sewer gravity main, trenchless, rcp, 36 in **** Sanitary sewer gravity main, trenchless, pvc sdr26, 8 in **** Sanitary sewer abandonment, fill and plug, 36 in **** Sanitary sewer abandonment, fill and plug, 18 in **** Removal and resetting 36 in rcp storm sewer and fes **** Cipp main lining, 36 in **** Cipp end seal, 36 in **** Bypass pumping **** Manhole, sw301, 72 in **** Manhole, sw301, 72 in, hdpe lined **** Manhole, sw301, 48 in **** Manhole, sw301, 48 in, hdpe lined **** Internal drop connection, 10 in **** Internal drop connection, 8 in 6010h1 Remove manhole **** Temporary traffic contr

Bid Close Date:

USA | TX | TRAVIS COUNTY | COPPELL | 75019 Small City

City Of Austin

Austin Bergstrom International Airport - Maintenance Ramp Expansion ( MRE) - Packages 1, 10 & 12 Rebid Package 1R - Support & amp; Infrastructure:& bull; CONSTRUCT HAUL ROADS ( AGGREGATE - 30- FT WIDE)& bull; CONSTRUCT HAUL ROADS ( ASPHALT - 30- FT WIDE)& bull; MAINTAIN HAUL ROADS ( SWEEPING)& bull; MAINTAIN HAUL ROADS ( DUST CONTROL & amp; REGRADING)& bull; REMOVE HAUL ROADS ( AGGREGATE - 30- FT WIDE)& bull; REMOVE HAUL ROADS ( ASPHALT - 30- FT WIDE)& bull; AOA BADGING AND TRAINING& bull; FLAGGERS, ESCORTI

austin bergstrom international airport maintenance ramp expansion mre packages bull construct haul roads aggregate 30 ft wide bull construct haul roads asphalt 30 ft wide bull maintain haul roads sweeping bull maintain haul roads dust control amp regrading bull remove haul roads aggregate 30 ft wide bull remove haul roads asphalt 30 ft wide bull aoa badging and training bull flaggers, escorting, and traffic control bull dewatering bull ground improvement office amp subcontractor trailers bull fence and gates office amp batch plant bull utilities bull maintain contractor staging yard bull closeout bull temporary airfield lighting package 10r erosion control bull install sediment containment dikes with filter fabric tfd bull remove sediment containment dikes with filter fabric tfd bull install amp remove jbrs bull install silt fence for erosion control bull remove silt fence for erosion control bull install mulch sock straw wattle 12 diameter bull remove mulch sock straw wattle 12 diameter bull stabilized const

Bid Close Date:

USA | MN | NOBLES COUNTY

Nobles County - MN

2026 csah 14 & 47 reconstruction

Bid Close Date:

Lot 62: Silt fence, type ms

Lot 1: Construction surveying

Lot 2: Mobilization

Lot 3: Grubbing

Lot 4: Remove drop inlet

Lot 5: Salvage barbed wire fence

Lot 6: Remove pipe culverts

Lot 7: Sawing concrete pavement ( full depth)

Lot 8: Remove concrete pavement

Lot 9: Remove signs

Lot 10: Excavation- common ( p)

Lot 11: Common embankment ( cv) ( p)

Lot 12: Select granular embankment ( cv) ( p)

Lot 13: Geotextile fabric type 4

Lot 14: Subgrade preparation 12''

Lot 15: Aggregate surfacing class 5

Lot 16: Exploratory excavation

Lot 17: Aggregate base class 5

Lot 18: Full depth reclamation ( type 1)

Lot 19: Full depth reclamation ( type 2)

Lot 20: Shoulder base aggregate class 2

Lot 21: Mill bituminous surface ( 1. 25'')

Lot 22: Dowel bar

Lot 23: Concrete pavement 8. 0''

Lot 24: Type sp 9. 5 wearing course mix ( 3, c)

Lot 25: Type sp 9. 5 wearing course mix ( 3, c) ( leveling course)

Lot 26: Partial depth bituminous repair

Lot 27: Structure excavation class u ( p)

Lot 28: Reinforcement bars ( epoxy coated)

Lot 29: Fine aggregate bedding

Lot 30: Granular backfill

Lot 31: 15'' gs safety apron

Lot 32: 18'' rc safety apron

Lot 33: 24'' rc safety apron

Lot 34: 24'' rc pipe apron

Lot 35: 15'' cs pipe culvert

Lot 36: 18'' rc pipe culvert des **** class 3

Lot 37: 24'' rc pipe culvert des **** class 3 ( entrance)

Lot 38: 24'' rc pipe culvert des **** class 3

Lot 39: 4'' precast headwall

Lot 40: 8'' tp pipe drain

Lot 41: 12'' tp pipe drain

Lot 42: 4'' pe pipe drain ( roadway edge drain)

Lot 43: 4'' perf pe pipe drain ( roadway edge drain)

Lot 44: 4 perf pe pipe drain

Lot 45: 6'' perf pe pipe drain

Lot 46: Adjust gate valve & box

Lot 47: Construct drainage structure design di tp 12

Lot 48: Adjust frame & ring casting

Lot 49: 8'' concrete driveway pavement ( reinforced)

Lot 50: End treatment- driveway terminal

Lot 51: End treatment tangent terminal

Lot 52: Traffic barrier design ****

Lot 53: Traffic barrier design type 31

Lot 54: Install barbed wire fence

Lot 55: Traffic control

Lot 56: Portable changeable message sign

Lot 57: Stabalized construction exit

Lot 58: Erosion control supervisor

Lot 59: Culvert end controls

Lot 60: Storm drain inlet protection

Lot 61: Sediment control log type straw

Lot 62: Silt fence, type ms

Lot 63: Culvert outfall energy dissapation

Lot 64: Subsoiling

Lot 65: Soil bed preparation

Lot 66: Fertilizer type 3

Lot 67: Rolled erosion prevention category 25

Lot 68: Seeding

Lot 69: Disk anchoring

Lot 70: Hydraulic bonded fiber matrix

Lot 71: Weed suppression

Lot 72: Seed oats

Lot 73: Seed mesic inslope

Lot 74: Seed southern boulevard

Lot 75: Seed wet ditch

Lot 76: Mulch material type 1

Lot 77: Rapid stabilization method 3

Lot 78: 6'' broken line multi comp ( wr)

Lot 79: 6'' dble solid line multi comp gr in ( wr)

Lot 80: 6'' broken line multi comp gr in ( wr)

Lot 81: 6'' solid line multi comp gr in ( wr)

Lot 82: 24'' solid line multi comp gr in ( wr)

Lot 83: Pavement message multi comp gr in ( wr)

USA | KY

Commonwealth Of Kentucky - Facilities & Support Services- KY

RFB- 104- 26 ****, Hopkins County

Bid Close Date:

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 **** Reclamation Project will reclaim approximately 77 acres of areas adversely affected by past coal mining operations. The reclamation task of Stony Point AML Reclamation Project is divided into five ( 5) earthwork areas with acidic refuse, mine spoil ridges, and mining impoundments. Work includes backfilling existing mine pits/silt ponds with adjacent mine spoils. All water below 6. 0 pH shall be treated in strict accordance with KYAML technical specifications. A pump to dewater the pits is likely needed. A domestic & mining debris disposal bid item is included for removing and properly disposing of all items that qualify. Silt Fence and Silt Traps are included to control all sediment from the site during construction activities. Ditches lined with ECB and Class II and Class III channel lining are proposed to properly handle surface waters within the construction limits as designed. Likewise, 18- inch HDPE culverts are included to properly handle surface waters as designed. ECB Anchors will be installed as needed to secure in place erosion control blanket in proposed ditches and as a secondary silt control measure. Filter Fabric is included to use in aggregate ditches to increase stability and reduce sediment. Permanent Low Water Crossings are proposed for stream crossings in some areas. Revegetation efforts include Seed B

USA | KY

Commonwealth Of Kentucky - Facilities & Support Services- KY

RFB- 143- 26 Re- Ad of RFB- 27- 26 ****, Floyd County

Bid Close Date:

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** This project is for partial reclamation of the forfeited permit 836- **** Landfall Mining, Inc. Uncontrolled runoff from the site is impacting downstream drainage channels, residences and municipal structures in the area with flooding and deposition of eroded material. This project will remove the sediment from the drainage channels downstream of the forfeited permit, including the existing gabion ditch and dual 60 CMP pipes flowing to Steele Creek. Sediment control in the form of a silt trap will be established at the location of the currently non- functional sediment pond and a silt check at the outlet of the dual 60 CMP pipes in addition to rock checks as necessary and silt barriers ( bales and fence). Two additional silt traps will be installed at strategic points upstream. The existing access road will be repaired using onsite material and an ECB Swale ditch established for road drainage. Flow from the project site to the dual 60 CMP headwall will be through an existing gabion ditch with concrete bottom in functional condition between the former pond outlet and the deposited sediment immediately prior to the dual 60 CMP headwall. Flow through the former silt pond area will flow from a newly installed 60 HDPE pipe crossing the access road, through a silt trap, gabion weir and 70 feet of Class III ditch. The outlet of the Class III dit

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