Similar Projects
| Last Updated | 07/15/2019 02:35 AM |
| Project Title | US 62/State ST Intersection |
| Physical Address | View project details and contacts |
| City, State (County) | Hermitage, PA 16148 (Mercer County) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Paving/Reconstruction |
| Contracting Method | Competitive Bids. |
| Project Status | Results |
| Bids Due | View project details and contacts |
| Estimated Value | $2,500,000 to $4,999,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | For the Removal of an Existing Signalized Intersection and Construction of a Roundabout Intersection Using Warm Mix Superpave Asphalt Mixture Design, Drainage, Cement Concrete Sidewalks, Highway Lighting, Landscaping, Pavement Markings, Signing and Other Miscellaneous Construction, as Indicated on the Approved Drawings Included In The Bid Package For State Route 0062, Section s01, In Mercer County, City of Hermitage From Approximately the Intersection With SR 0018 (Hermitage Rd) at Segment 0110 Offset 0150 to Approximately The Intersection With Snyder Rd at Segment 0130 Offset 0723. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 9,079.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 148.000 01 n c1, h Class 2 Excavation 0205-0100 Cubic Yard 212.000 01 n c1 Foreign Borrow Excavation 0205-0281 Cubic Yard 2,411.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0014 Square Yard 81.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 15,260.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0220-0010 Cubic Yard 4.000 01 n k1 Flowable Backfill, Type b 0311-0422 Square Yard 1,116.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0426 Square Yard 5,822.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0311-0432 Square Yard 825.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 9" Depth 0350-0106 Square Yard 8,660.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 524.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 577.000 01 n c, e Subbase (No. 2a) 0350-0121 Ton 50.000 01 n c, e Subbase (No. 2a) 0411-0485 Square Yard 2,140.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-0732 Square Yard 9,334.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 76-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-0989 Ton 99.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch) Pg 76-22, 0.3 To < 3 Million Esals, 9.5mm Mix, Srl-l 0411-1495 Ton 33.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6692 Square Yard 4,067.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 76-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3" Depth 0460-0001 Square Yard 26,040.000 01 n f4 Bituminous Tack Coat 4469-0001 Linear Foot 9,048.000 01 n Req f2 Std Longitudinal Joint Sealing For New Pavement Surfaces 0491-0013 Square Yard 2,736.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 648.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0501-0024 Square Yard 121.000 01 n g Plain Cement Concrete Pavement, 6" Depth 4501-0204 Square Yard 465.000 01 n Yes g Proj Reinforced Cement Concrete Pavement, 12" Depth Integral Color Finish e 4601-0763 Linear Foot 67.000 01 n Yes h Std 18" Ductile Iron Pipe Includes Excavation o 4601-2843 Linear Foot 67.000 01 n Yes h Std 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage Includes Excavation o 4601-0313 Linear Foot 67.000 01 n Yes h Std 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill Includes Excavation e 4601-7014 Linear Foot 267.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life Includes Excavation o 4601-0773 Linear Foot 267.000 01 n Yes h Std 18" Ductile Iron Pipe, 100 Year Design Life Includes Excavation e 4601-7014 Linear Foot 104.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life Includes Excavation a 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe o 4601-0773 Linear Foot 104.000 01 n Yes h Std 18" Ductile Iron Pipe, 100 Year Design Life Includes Excavation a 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe e 4601-7313 Linear Foot 386.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill Includes Excavation o 4601-2843 Linear Foot 386.000 01 n Yes h Std 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage Includes Excavation o 4601-0313 Linear Foot 386.000 01 n Yes h Std 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill Includes Excavation e 4601-7313 Linear Foot 40.000 01 n Yes h Std18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill Includes Excavation o 4601-2843 Linear Foot 40.000 01 n Yes h Std 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage Includes Excavation e 4601-7313 Linear Foot 180.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill Includes Excavation a 0616-1202 Each 5.000 01 n h Concrete End Sections For 18" Pipe o 4601-2843 Linear Foot 180.000 01 n Yes h Std 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage Includes Excavation a 0616-0602 Each 5.000 01 n h Aluminum Alloy End Sections, 16 Gage, For 18" Pipe o 4601-0313 Linear Foot 180.000 01 n Yes h Std 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill Includes Excavation a 0616-1252 Each 5.000 01 n h Thermoplastic End Section For 18" Pipe e 4601-7355 Linear Foot 56.000 01 n Yes h Std 36" Reinforced Concrete Pipe, Type b, 15' - 2' Fill Includes Excavation a 0616-1208 Each 2.000 01 n h Concrete End Sections For 36" Pipe o 4601-2849 Linear Foot 56.000 01 n Yes h Std 36" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage Includes Excavation a 0616-0703 Each 2.000 01 n h Aluminum Alloy End Sections, 14 Gage, For 36" Pipe o 4601-0319 Linear Foot 56.000 01 n Yes h Std 36" Thermoplastic Pipe, Group i, 15'-1.5' Fill Includes Excavation 0616-1258 Each 2.000 01 n h Thermoplastic End Section For 36" Pipe 4604-4014 Linear Foot 311.000 01 n Yes h Std 18" Perforated Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life Includes Excavation 4604-0313 Linear Foot 311.000 01 n Yes h Std 18" Perforated Thermoplastic Pipe, Group Ip, 15'-1.5' Fill Includes Excavation 4604-4059 Linear Foot 52.000 01 n Yes h Std 36" Perforated Reinforced Concrete Pipe, Type a, 20' - 2' Fill, 100 Year Design Life Includes Excavation 4604-0406 Linear Foot 52.000 01 n Yes h Std 36" Perforated Thermoplastic Pipe, Group Vi, 15'-2' Fill Includes Excavation 0605-2600 Each 1.000 01 n k Type d Endwall 0605-2711 Set 22.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2730 Set 21.000 01 n k Type m Concrete Top Unit And Grate 4605-2730 Set 1.000 01 n Yes k Proj Type m Concrete Top Unit And Grate Temporary 0605-2731 Set 5.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 4605-2731 Set 1.000 01 n Yes k Proj Type m Concrete Top Unit And Bicycle Safe Grate Temporary 0605-2850 Each 38.000 01 n k Standard Inlet Box, Height < /= 10' 4605-2850 Each 1.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10' Temporary 4605-2858 Each 4.000 01 n Yes k Proj Type 5 Inlet Box, Height < /= 10' Includes Concrete Collar 4605-3031 Each 1.000 01 n Yes k Proj Type 6 Manhole, Storm Water, Height >5' And < /= 10' Temporary 4605-3061 Each 1.000 01 n Yes k Proj Type 10 Manhole, Storm Water, Height >5' And < /= 10' Includes Concrete Collar 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 4610-7001 Linear Foot 4,213.000 01 n Yes h2 Proj 4" Pavement Base Drain Undercut 0615-0021 Linear Foot 393.000 01 n h2 4" Subsurface Drain Outlets 0615-0040 Each 4.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 4.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 4616-0602 Each 1.000 01 n Yes h Proj Aluminum Alloy End Sections, 16 Gage, For 18" Pipe Temporary 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 296.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600 Linear Foot 363.000 01 n j Type 31-s Guide Rail 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 4627-3020 Linear Foot 1,605.000 01 n Yes j1 Proj Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' Including Paint And Delineators 4628-3020 Linear Foot 2,213.000 01 n Yes j1 Proj Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' Modified 0630-0001 Linear Foot 857.000 01 n k Plain Cement Concrete Curb 4630-0001 Linear Foot 344.000 01 n Yes k Proj Plain Cement Concrete Curb 4" Height 4630-0002 Linear Foot 371.000 01 n Yes k Proj Plain Cement Concrete Curb Extra Depth 4633-0200 Linear Foot 2,942.000 01 n Yes k Proj Plain Concrete Mountable Curb, Type a Extra Depth 4633-0230 Linear Foot 359.000 01 n Yes k Proj Plain Concrete Mountable Curb, Roundabout Truck Apron Curb Extra Depth 4641-0005 Square Yard 833.000 01 n Yes k Proj Plain Cement Concrete Curb Gutter Extra Depth 0676-0001 Square Yard 1,569.000 01 n k Cement Concrete Sidewalk 4676-0001 Square Yard 475.000 01 n Yes k Std Cement Concrete Sidewalk For Ada Curb Ramps 4676-0002 Square Yard 324.000 01 n Yes k Proj Cement Concrete Sidewalk 6" Depth 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 4695-0004 Square Foot 470.000 01 n Yes k Std Detectable Warning Surface, Polymer Composite , Color Specific 4695-0003 Square Foot 470.000 01 n Yes k Std Detectable Warning Surface, Polymer Concrete , Color Specific 0696-0610 Each 8.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 10.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0802-0001 Cubic Yard 844.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 319.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 42.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 90.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 28.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0805-0015 Square Yard 400.000 01 n m3 Mulching - Shredded Bark 0806-0140 Square Yard 830.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 4808-0001 Square Yard 392.000 01 n Yes m Proj Shrub Bed Preparation , Extra Depth 0808-3265 Each 2.000 01 n m London Planetree - (3" Cal. b&b) 0808-4203 Each 10.000 01 n m Winterberry - (3' Ht. b&b) 0808-4362 Each 4.000 01 n m Ivory Silk Japanese Lilac Tree - (2" Cal. b&b) 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 13.000 01 n c1 Rock Construction Entrance 0850-0021 Square Yard 57.000 01 n c1 Rock, Class r-3 4856-0001 Each 1.000 01 n Yes c1 Std Rock Barrier Including Removal 0860-0000 Each 31.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 35.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 4,006.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 100.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 100.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 500.000 01 n q, r Additional Traffic Control Signs 0901-0451 Each 3.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 0901-0461 Each 2.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0910-0001 Each 4.000 01 n c1, p8 Junction Boxes j.b.-1 0910-0002 Each 2.000 01 n c1, p8 Junction Boxes j.b.-2 0910-0154 Each 28.000 01 n p8 Pole Foundation, Type Fc 0910-0156 Each 7.000 01 n p8 Pole Foundation, Type Fc Modified 4910-0253 Each 1.000 01 n Yes p8 Proj Steel Lighting Pole With 25-Foot Bracket Arm (30-Foot Mounting Height) Type a Decorative 4910-0254 Each 1.000 01 n Yes p8 Proj Steel Lighting Pole With 30-Foot Bracket Arm (30-Foot Mounting Height) Type a Decorative 4910-0262 Each 4.000 01 n Yes p8 Proj Steel Lighting Pole With 6-Foot Bracket Arm (30-Foot Mounting Height) Type s Decorative 4910-0264 Each 4.000 01 n Yes p8 Proj Steel Lighting Pole With 8-Foot Bracket Arm (30-Foot Mounting Height) Type s Decorative 4910-0266 Each 7.000 01 n Yes p8 Proj Steel Lighting Pole With 10-Foot Bracket Arm (30-Foot Mounting Height) Type s Decorative 4910-0268 Each 3.000 01 n Yes p8 Proj Steel Lighting Pole With 12-Foot Bracket Arm (30-Foot Mounting Height) Type s Decorative 4910-0270 Each 8.000 01 n Yes p8 Proj Steel Lighting Pole With 15-Foot Bracket Arm (30-Foot Mounting Height) Type s Decorative 4910-0272 Each 7.000 01 n Yes p8 Proj Steel Lighting Pole With 20-Foot Bracket Arm (30-Foot Mounting Height) Type s Decorative 0910-4114 Linear Foot 10,569.000 01 n p8 Awg 4 Underground Cable, Copper, 1 Conductor 0910-4115 Linear Foot 3,617.000 01 n p8 Awg 6 Underground Cable, Copper, 1 Conductor 0910-4116 Linear Foot 7,450.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-4117 Linear Foot 750.000 01 n p8 Awg 10 Underground Cable, Copper, 1 Conductor 0910-5050 Linear Foot 234.000 01 n c1, p8 3/4" Direct Burial Conduit 0910-5055 Linear Foot 6,219.000 01 n c1, p8 2" Direct Burial Conduit 0910-5059 Linear Foot 172.000 01 n c1, p8 3" Direct Burial Conduit 0910-5175 Linear Foot 58.000 01 n c1, p8 2" Exposed Conduit 0910-5315 Linear Foot 47.000 01 n c1, p8 2" Liquidtight Flexible Non-Metallic Conduit 0910-6000 Linear Foot 6,625.000 01 n c1, p8 Trench 0910-7020 Each 1.000 01 n p8 Complete Power Supply System 0910-7025 Lump Sum 1.000 01 n p8 Asset Numbering System Update Effort 0910-7210 Lump Sum 1.000 01 n p8 Testing Of Entire Lighting System 0930-0004 Square Foot 251.000 01 n r Post Mounted Signs, Type a 0930-0101 Pound 1,320.000 01 n r Steel s Or w Beam Posts 0930-0110 Each 6.000 01 n r Breakaway System 0931-0003 Square Foot 357.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 164.000 01 n r Post Mounted Signs, Type f 0937-0106 Each 6.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0301 Each 34.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Yellow Post With Yellow Sheeting 0937-0321 Each 19.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Yellow Post With Yellow Sheeting 0942-0002 Each 2.000 01 n r Reset Post Mounted Signs, Type c 0962-1000 Linear Foot 14,490.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 7,240.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1009 Linear Foot 1,090.000 01 n o 24" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 8,036.000 01 n o2, o3 Pavement Marking Removal 0963-0010 Each 10.000 01 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0001 Linear Foot 6,455.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 7,386.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 1,791.000 01 n o 6" White Epoxy Pavement Markings 0964-0021 Linear Foot 499.000 01 n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 321.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0224 Each 11.000 01 n o3 White Epoxy Legend, "Left Arrow", 12' - 0" x 3' - 0" 0964-0232 Each 3.000 01 n o3 White Epoxy Legend, "Lane Reduction Transition Arrow - Right Lane" , 18'-0" x 5'-6" 0964-0256 Linear Foot 72.000 01 n o3 White Epoxy Legend, "Yield Line" , 24" x 36" Triangle, (Min 4 Triangles Per Line) 0964-0404 Each 4.000 01 n o3 White Epoxy Pavement Legend, "d", 8'-0" 0964-0405 Each 4.000 01 n o3 White Epoxy Pavement Legend, "e", 8'-0" 0964-0409 Each 4.000 01 n o3 White Epoxy Pavement Legend, "i", 8'-0" 0964-0412 Each 4.000 01 n o3 White Epoxy Pavement Legend, "l", 8'-0" 0964-0425 Each 4.000 01 n o3 White Epoxy Pavement Legend, "y", 8'-0" 0966-0011 Each 22.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0015 Each 17.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0017 Each 68.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 31.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder Withreflector (w/b) 0971-0001 Each 20.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 10.000 01 n r Remove Post Mounted Signs, Type f 9000-0001 Lump Sum 1.000 01 n p Proj Existing Traffic Signal Removal 9000-0002 Each 35.000 01 n p Proj 177-Watt Led Luminaire, Arm Mount 9000-0003 Each 6.000 01 n p Proj Led Landscape Floodlight 9000-0004 Each 4.000 01 n p Proj Led Landscape Floodlight And Receptacle Bollard 9000-0005 Each 3.000 01 n p Proj Existing Light Pole Removal 9000-0006 Each 1.000 01 n p Proj Receptacle Bollard 9000-0007 Each 6.000 01 n m Proj Sargent Cherry (2" Cal. b&b) 9000-0008 Each 10.000 01 n m Proj Black Gum - (No. 5 Container) 9000-0009 Each 64.000 01 n m Proj 'Buttered Popcorn' Daylily - (No.1 Container) 9000-0010 Each 226.000 01 n m Proj 'Walker's Low' Catmint - (No.2 Container) 9000-0011 Each 9.000 01 n m Proj Red Chokeberry - (No. 5 Container) 9000-0012 Each 498.000 01 n m Proj Allegheny Pachysandra - (No.1 Container) 9000-0013 Each 100.000 01 n m Proj Black-Eyed Susan - (No.2 Container) 9000-0014 Each 44.000 01 n m Proj "Sixteen Candles" Summersweet (No. 5 Container) 9000-0015 Square Yard 215.000 01 n c1 Proj River Rock, 5"-8", 12" Depth 9000-0016 Each 11.000 01 n c1, m Proj Landscape Boulders 9000-0017 Lump Sum 1.000 01 n k1 Proj Reinforced Concrete Architectural Wall 9000-0018 Each 1.000 01 n x Proj Gateway Sign 9000-0020 Each 2.000 01 n m2 Std Concrete Washout 9000-0021 Lump Sum 1.000 01 n c1 Proj Earth Berm 9000-0022 Each 2.000 01 n h Proj Flexible Pipe Connector 9000-0023 Set 2.000 01 n k Proj Grade Adjustment Of Authority's Existing Manholes 9000-0024 Vertical Foot 2.000 01 n k Proj Rebuild Of Authority's Existing Manholes 9000-0030 Square Yard 158.000 01 n x Proj Pavement Stamping 9000-0031 Lump Sum 1.000 01 n h Proj Outlet Structure, Includes Concrete Collar 9000-0032 Lump Sum 1.000 01 n h Proj Concrete Encasement Of Existing Duct Bank 9000-0033 Linear Foot 35.000 01 n o Proj 4" Blue Waterborne Pavement Markings 9000-0035 Each 1.000 01 n p Proj Remove And Reset Light Pole 9000-0036 Each 2.000 01 n k Proj Permanent Inlet Cap 9000-0037 Each 1.000 01 n k Proj Temporary Inlet Cap, Type 5 9000-0038 Each 1.000 01 n k Proj Temporary Inlet Cap, Type 6 9000-0039 Each 1.000 01 n k Proj Temporary Inlet Cap, Type 10 9000-0040 Lump Sum 1.000 01 n h Proj Water Supply System 9000-0041 Each 1.000 01 n k Proj Type 5 Inlet Box, Height < /= 10', Includes Concrete Collar And Inlet Box Completion 9000-0042 Each 1.000 01 n k Proj Type 10 Inlet Box, Height < /= 10', Includes Concrete Collar And Inlet Box Completion 9000-0043 Each 1.000 01 n k Proj Type 6 Inlet Box, Height < /= 10', Inlet Box Completion 9000-0044 Linear Foot 75.000 01 n h Proj 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage, Temporary 9000-0045 Linear Foot 132.000 01 n h Proj 36" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage, Temporary 9000-0046 Each 3.000 01 n p Proj Temporary Timing Modifications 9000-0047 Square Yard 33.000 01 n k Proj Plain Cement Concrete Curb Gutter, 4" Height 9000-5001 Each 61.000 01 n x Std Preparation Of Working Drawings For Concrete Curb Ramps 9000-6061 Each 14.000 01 n h Std Grade Adjustment Of Existing Domestic Water Facilities, Materials Supplied By Others 9000-6174 Dollar 19,500.000 $1.00 $19,500.00 01 y x Proj Evaluation Of Overall Lot Pay Factor And Payment Of Incentive | ||||||
| Details |
|
||||||
| Bidder's List | View project details and contacts | ||||||
| Prospective Bidders | View project details and contacts | ||||||
| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
