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Port Design
Deep Water Port Design Services- The Virginia Commercial Space Flight Authority is issuing this Request for Proposals ( RFP) for a 30% design of a Ocean- Side Deep Water Port at the Mid- Atlantic Regional Spaceport ( MARS) located in Wallops Island, VA
Bid Close Date:
Arterial Resurfacing To bid on this Contract, the Bidder must be prequalified by the City of Oklahoma City& rsquo; sPrequalification Review Board on the Bid Date and Bid Time as: Paving Contractor & ldquo; B& rdquo;. In addition, any work for which a prequalification classification has been established must be performed bypersons or entities prequalified by the Prequalification Review Board in those classifications. TheContractor and/or subcontractors ( if any) must be listed as prequalified in the area( s
arterial resurfacing
Bid Close Date:
Lot 1: Unclassified excavation
Lot 2: Aggregate base
Lot 3: Tack coat ( css- 1h or cbc- 1h)
Lot 4: COMPOSITE PAVING GRID ( Type II) AND PG ASPHALT BINDER
Lot 5: Superpave type s5 ( pg 70- 28 ok)
Lot 6: Cold milling pavement
Lot 7: Dowell jointed p. C. C. Pavement ( 8 inches) ( **** psi hes)
Lot 8: Dowell jointed p. C. C. Pavement ( 10 inches) ( **** psi hes)
Lot 9: Concrete joint sealing
Lot 10: Diamond grinding concrete pavement
Lot 11: Asphalt crack repair ( 3/4" wide or less)
Lot 12: Asphalt crack repair ( greater than 3/4" to less than 2" wide)
Lot 13: Asphalt crack repair ( 2" wide and greater)
Lot 14: Setting new manhole ring and cover
Lot 15: Raising manhole lid
Lot 16: Inlet design 2- 0
Lot 17: Inlet design 2- 2
Lot 18: Replacing existing inlet frame and grate ( 2- 0)
Lot 19: Water valve box
Lot 20: Sheet aluminum signs
Lot 21: Traffic stripe ( plastic) ( 6 inch wide)
Lot 22: Traffic stripe ( plastic) ( 8 inch wide)
Lot 23: Traffic stripe ( plastic) ( 24 inch wide)
Lot 24: Traffic stripe ( plastic) ( arrows) ( single)
Lot 25: Traffic stripe ( plural- componet)( 6 inch wide)( shadow striping)
Lot 26: Traffic stripe ( plural- componet)( arrows) ( single)
Lot 27: Remove traffic marking ( 4 inch wide stripe)
Lot 28: Construction staking ( construction survey)
Lot 29: Install and remove project sign
Lot 30: Remove and relocate sign
Lot 31: Changeable message sign
Lot 32: Mobilization
Lot 33: Structure removal ( all storm sewer inlets)
Lot 34: Pavement removal ( p. C. Concrete)
Lot 35: Pavement removal ( asphalt)
Lot 36: Sidewalk removal ( all types)
Lot 37: Driveway removal ( all types)
Lot 38: Curb and gutter removal ( all types)
Lot 39: Base repair 9" ( hot mix asphalt)
Lot 40: Valve box adjust to grade
Lot 41: Adjust existing structure ( 2- 0 inlet repair)
Lot 42: Adjust existing structure ( 2- 2 inlet repair)
Lot 43: Sidewalk ( 4 inch) ( **** psi hes)
Lot 44: Driveway ( 6 inch) ( **** psi hes)
Lot 45: Driveway ( 8 inch) ( **** psi hes)
Lot 46: Curb ramp ( 8 inches)
Lot 47: Tactile markers/truncated domes
Lot 48: Curb and gutter
Lot 49: Temporary silt dikes
Lot 50: Solid slab sodding
Lot 51: Haul out milled pavement
Lot 52: Cleaning and sealing p. C. Concrete cracks
Lot 53: Concrete ( flowable fill)
Lot 54: Radar/hybrid detection
Lot 55: Traffic control ( 4 lane mile section)
Lot 56: Traffic control ( signalized intersection)
Lot 57: Traffic signal backplate
Utility Cut Street Repairs & ldquo; To bid on this Contract, the Bidder must be prequalified by the City of Oklahoma City& rsquo; s Prequalification Review Board on the Bid Date and Bid Time as: Paving Contractor & ldquo; B. & rdquo; In addition, any work for which a prequalification classification has been established must be performed by persons or entities prequalified by the Prequalification Review Board in those classifications. The Contractor and/or subcontractors ( if any) must be listed as prequalif
utility cut street repairs
Bid Close Date:
Lot 1: Unsuitable Material Excavation
Lot 2: Borrow
Lot 3: Type A Aggregate Base
Lot 4: PCC Pavement Repair ( 6 Inch) ( **** PSI Class A)
Lot 5: PCC Pavement Repair ( 8 Inch) ( **** PSI Class A)
Lot 6: PCC Pavement Repair ( 10 Inch) ( **** PSI Class A)
Lot 7: Structural Concrete
Lot 8: Reinforcing Steel
Lot 9: Reinforced Concrete Pipe ( RCP) ( 18 Inch)
Lot 10: Reinforced Concrete Pipe ( RCP) ( 24 Inch)
Lot 11: Reinforced Concrete Pipe ( RCP) ( 36 Inch)
Lot 12: Reinforced Concrete Pipe End Section ( RCP) ( 18 Inch)
Lot 13: Reinforced Concrete Pipe End Section ( RCP) ( 24 Inch)
Lot 14: Polypropylene Pipe ( 18 Inch)
Lot 15: Polypropylene Pipe ( 24 Inch)
Lot 16: Corrugated Metal Pipe ( CMP) ( 18 Inch)
Lot 17: Corrugated Metal Pipe ( CMP) ( 24 Inch)
Lot 18: Resetting Existing Manhole Ring and Cover to Grade
Lot 19: Setting New Manhole Ring and Cover to Grade
Lot 20: Inlet ( Design No. 2- 0)
Lot 21: Resetting Existing Inlet Frame and Grate
Lot 22: Storm Sewer Hood Replacement
Lot 23: Storm Sewer Cast Grate Replacement
Lot 24: Storm Sewer Cast Frame Replacement
Lot 25: Water Service Line Single Short Service ( 1 Inch) ( W/Meter Relocate)
Lot 26: Water Valve Box
Lot 27: Two Conductor Shielded Loop Detector Lead- In Cable
Lot 28: Loop Detector Wire ( Awg 14) ( Type Xhhw)
Lot 29: Traffic Stripe ( Plural- Component) ( 4 Inch Wide)
Lot 30: Traffic Stripe ( Plural- Component) ( 6 Inch Wide)
Lot 31: Traffic Stripe ( Plural- Component) ( 8 Inch Wide)
Lot 32: Traffic Stripe ( Plural- Component) ( 12 Inch Wide)
Lot 33: Traffic Stripe ( Plural- Component) ( 24 Inch Wide)
Lot 34: Traffic Stripe ( Plural- Component) ( Arrows and Words)
Lot 35: Traffic Stripe ( Plural- Component) ( Symbols) ( RR Tracks)
Lot 36: Traffic Stripe ( Plural- Component) ( Black Shadow Striping) ( 4 Inch Wide)
Lot 37: Traffic Stripe ( Plural- Component) ( Black Shadow Striping) ( 6 Inch Wide)
Lot 38: Pavement Marking Removal ( 4 Inch Wide)
Lot 39: Pavement Marking Removal ( 6 Inch Wide)
Lot 40: Pavement Marking Removal ( 24 Inch Wide)
Lot 41: Structure Removal ( Storm Sewer Inlet)
Lot 42: Remove Sidewalk
Lot 43: Remove Driveway
Lot 44: Remove Curb and Gutter
Lot 45: Sidewalk ( 4 Inch)
Lot 46: P. C. Conc. Driveway ( Class A) ( 6 Inch)
Lot 47: Curb Ramp ( 6 Inch Thick)
Lot 48: Curb Ramp ( 8 Inch Thick)
Lot 49: Tactile Warning Device
Lot 50: Type I Plain Riprap ( Thickness
Lot 51: 24 Inch)
Lot 52: Perforated Pipe Underdrain ( 6 Inch)
Lot 53: Non- Perforated Pipe Underdrain ( 6 Inch)
Lot 54: W- Beam Single Guardrail
Lot 55: New Guardrail Extruder Terminal
Lot 56: Concrete Curb and Gutter
Lot 57: Concrete Integral Curb
Lot 58: Temporary Silt Dike
Lot 59: Temporary Silt Fence
Lot 60: Solid Slab Sodding
Lot 61: Tree Removal ( 3 To 12 Inch Caliper)
Lot 62: Tree Removal ( Over 12 Inch Caliper)
Lot 63: Concrete Valley Gutters ( **** PSI CLASS A)
Lot 64: Permanent Paving Cut Repair ( **** PSI Class A)
Lot 65: Small Utility Pavement Cut Repair ( **** PSI Class A)
Lot 66: Storm Water Curb Opening
Lot 67: Water Meter Box ( Traffic Type)
Lot 68: Existing Water Meter Adjust to Grade
Lot 69: Existing Valve Box Adjust to Grade
Lot 70: Remove And Relocate Sign
Lot 71: Pavement Marking Removal ( Arrows, Words, Or Symbol)
Lot 72: Geotextile Separator Fabric For Bases
Lot 73: Geogrid Subgrade Reinforcement of Pavement Structures
Lot 74: Controlled Low- Strength Material ( CLSM) ( 600 PSI)
Lot 75: Controlled Low- Strength Material ( CLSM) ( 100 PSI)
Lot 76: Pedestrian Guardrail
Lot 77: Piperail
Lot 78: Sidewalk Pavers
Lot 79: Pavement Pavers
Lot 80: Stamped Concrete Finish
Lot 81: Colored Concrete
Lot 82: Curbside Mailbox ( Complete In Place)
Lot 83: Brick/Stone Mail Box ( Complete In Place)
Water Treatment
RFQ - Raw Water Intake Ball Valve # 1 Purchase and Installation - WTCPUA is requesting quotes from qualified vendors and contractors to furnish all labor, materials, equipment, freight, installation, startup support, and related services necessary to replace existing raw water ball valves and actuators at the Water Treatment Plant. The equipment basis of design is derived from the specification information provided for the RWI Ball Valve quote.
Raw water intake ball valve replacement and installation One 16- inch motoroperated metal seated ball valve, three 16- inch motoroperated metal seated ball valves ( Note: The text mentions one 1 10inch valve and three 3 16inch valves, but the detailed requirement specifies one 16inch and three 16inch valves in the quote requirements section. Using the detailed requirement for consistency. ), removal and disposal of existing valves, labor, installation materials, crane rental and rigging services, freight, mobilization, and demobilization.
Bid Close Date:
Drainage Design/ Pipe System Design/ Infrastructure Design/ Water Management Services
RFQ for Professional Engineering Services for Stormwater - The City of Lexington is soliciting Statements of Qualifications ( SOQs) from qualified engineering firms to provide professional engineering services for the relocation and improvement of an existing stormwater drainage system in the vicinity of Third Avenue, South Railroad Street, and the Holland Brooks property. The primary project is anticipated to include design and construction of a new stormwater pipe system extending generally from Third Ave
Bid Close Date:
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