Construction Journal Try for free >
Similar Projects
Adams Twp - Creslo Safe Routes to School Project
Bidding
$500,000 to $999,999 est. value
PA
Somerset Co Line to PA 56
Bidding
$2,500,000 to $4,999,999 est. value
PA
Broad St & Roosevelt Blvd Padot Paving Coordination Manhole Frames & Covers
Post-Bid
Johnstown, PA 15901
Milling of Bituminous Pavement Notches
Post-Bid
Sidman, PA
D9 2019 HSIP HFST
Results
$1,000,000 to $2,499,999 est. value
Carroll Road to Huber Street
Results
$2,500,000 to $4,999,999 est. value
PA
Superpave Wearing Course
Bidding
Daisytown, PA 15427
Milling of Bituminous Pavement and Warm Mix Scratch
Post-Bid
Johnstown, PA
Broad St and Roosevelt Blvd Padot Paving Coordination Manhole Frames and Covers
Results
Johnstown, PA
D9 2021 HSIP HFST
Bidding
$1,000,000 to $2,499,999 est. value
Milling of Bituminous Pavement
Post-Bid
PA
Phase 1 Site Improvements
Results
Cresson, PA
Road Materials
Post-Bid
Daisytown, PA 15427
SR 4016 - US 219 to SR 4021
Results
$2,500,000 to $4,999,999 est. value
PA
21 Tons Warm Mix Wearing Course
Post-Bid
Flinton, PA 16640

Paving/Reconstruction Construction Project Lead, PA   (Cambria County)

Share
Last Updated 08/09/2019 07:37 AM
Project Title

Mount Hope Intrscn Improv
Physical Address View project details and contacts
City, State (County) PA   (Cambria 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 $1,000,000 to $2,499,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description The Project is for the Intersection Improvements at the Five-Leg Intersection of Sr 3024 (Frankstown Road/Ragers Hill Road), Sr 3026 (Clapboard Road), Sr 3033 (Solomon Run Road) and t-320 (Mount Hope Road) In Cambia County. Work Includes Roadway Reconstruction, Mill and Overlay, Guiderail and Drainage Upgrades, Storm Water Management Ponds, Retaining Wall and Other Miscellaneous Construction As Indicated On The Approved Drawings Included In The Bid Package for State Route 3024, Section 07s in Cambria County, Richland Township. This Project is Located in Adams And Richland Townships, Cambria County East Of Johnstown at s.r. 3024, Mount Hope Intersection. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0202-0001 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 16,308.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 18.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 857.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 1,289.000 01 n c1, h, s Class 4 Excavation 0205-0264 Cubic Yard 160.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0208-0001 Hour 6.000 01 n c Special Rolling 0212-0008 Square Yard 89.000 01 n c3, h, m2 Geotextile, Class 3, Type b 0212-0014 Square Yard 13,305.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0311-0320 Square Yard 190.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course,Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0322 Square Yard 9,204.000 01 n e Superpave Asphalt Mixture Design, Wma Basecourse, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0323 Square Yard 1,480.000 01 n e Superpave Asphalt Mixture Design, Wma Basecourse, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0350-0106 Square Yard 13,104.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0384 Square Yard 12,855.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0411-0385 Square Yard 190.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-1394 Ton 81.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0411-6350 Square Yard 9,171.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 23,860.000 01 n f4 Bituminous Tack Coat 0461-0001 Square Yard 649.000 01 n f4 Bituminous Prime Coat 0491-0012 Square Yard 860.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 1,344.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0501-0024 Square Yard 200.000 01 n g Plain Cement Concrete Pavement, 6" Depth e 0601-0397 Linear Foot 52.000 01 n h 30" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7'-2.5' Fillo 0601-2847 Linear Foot 52.000 01 n h 30" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage e 0601-2823 Linear Foot 22.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gageo 0601-9363 Linear Foot 22.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-2843 Linear Foot 347.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gageo 0601-9363 Linear Foot 347.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gageo 0601-0393 Linear Foot 347.000 01 n h 18" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7'-2.5' Fill 0601-5430 Cubic Yard 1.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-7313 Linear Foot 20.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fille 0601-7313 Linear Foot 281.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fillo 0601-1743 Linear Foot 281.000 01 n h 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0601-7313 Linear Foot 560.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-1743 Linear Foot 560.000 01 n h 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gageo 0601-0353 Linear Foot 560.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill 0601-7326 Linear Foot 36.000 01 n h 24" Reinforced Concrete Pipe, Type b, 10' - 2' Fill e 0601-7327 Linear Foot 120.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15' - 2' Fill o 0601-1665 Linear Foot 120.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gageo 0601-0395 Linear Foot 120.000 01 n h 24" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7'-2.5' Fill e 0601-7718 Linear Foot 48.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Boxo 0601-1865 Linear Foot 48.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-0435 Linear Foot 48.000 01 n h 24" Thermoplastic Pipe, Group Ii, 12'-1.5' Fill, Shore/Trench Box e 0604-7313 Linear Foot 117.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15' - 1.5' Fillo 0604-9363 Linear Foot 117.000 01 n h 18" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0604-0353 Linear Foot 117.000 01 n h 18" Perforated Thermoplastic Pipe, Group Iiip, 8'-2' Fill 0605-2730 Set 13.000 01 n k Type m Concrete Top Unit And Grate 0605-2740 Set 2.000 01 n k Type s Concrete Top Unit And Grate 0605-2850 Each 15.000 01 n k Standard Inlet Box, Height < /= 10' 0605-3011 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >5' And < /= 10' 0605-3111 Each 2.000 51 n k Type 4 Manhole, Sanitary Sewer, Height >5' And < /= 10' 0606-0150 Set 1.000 51 n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0007 Lump Sum 1.000 03 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-1001 Linear Foot 40.000 01 n h2 6" Pipe Underdrain, Type Ii Backfill 4610-7002 Linear Foot 2,950.000 01 n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0610-7003 Linear Foot 76.000 01 n h2 8" Pavement Base Drain 0610-7400 Cubic Yard 16.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 254.000 01 n h2 6" Subsurface Drain Outlets 0615-0023 Linear Foot 300.000 01 n h2 8" Subsurface Drain Outlets 0615-0040 Each 8.000 01 n h2 Subsurface Drain Outlet Endwall 0619-0459 Each 3.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503 Linear Foot 618.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600 Linear Foot 775.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 125.000 01 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 50.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1650 Each 2.000 01 n j Type 31-Strong Post End Treatment 0620-1670 Each 4.000 01 n j Type 31-Strong Post In-Line Anchor 0656-0001 Square Yard 489.000 01 n e, f Paved Shoulders, Type 6 4660-0001 Linear Foot 1,000.000 01 n Req f3 Std Milled Centerline Rumble Strips 0677-0001 Cubic Yard 259.000 01 n c1, e Selected Material Surfacing 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 0703-0020 Cubic Yard 492.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 194.000 01 n c1, h No. 57 Coarse Aggregate 0703-0026 Cubic Yard 35.000 01 n c1, h No. 3 Coarse Aggregate 0802-0002 Ton 1,375.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 279.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 487.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 229.000 01 n m3 Seeding - Formula e 0804-0020 Pound 291.000 01 n m3 Seeding And Soil Supplements - Formula l 0805-0015 Square Yard 104.000 01 n m3 Mulching - Shredded Bark 0805-0021 Ton 14.000 01 n m3 Mulching - Hay 0805-0022 Ton 14.000 01 n m3 Mulching - Straw 0806-0103 Square Yard 1,541.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1d 0806-0113 Square Yard 853.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0121 Square Yard 2,580.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0806-0130 Square Yard 308.000 01 n m2 Temporary Long-Term, Rolled Erosion Control Product, Type 4 4808-0130 Each 37.000 01 n Yes m Proj Plantings Sweet Pepperbush (Clethra Alnifolia) 3 Gal 4808-0131 Each 56.000 01 n Yes m Proj Plantings Switch Grass (Panicum Vergatum) 1 Gal 0808-3073 Each 2.000 01 n m Red Maple - (2" Cal. b&b) 0808-3230 Each 2.000 01 n m Black Gum - (6' Ht. b&b) 0808-3467 Each 6.000 01 n m Autumn Brilliance Serviceberry - (1" Cal. b&b) 0808-3730 Each 29.000 01 n m Arrowwood Viburnum - (2' Ht. b&b) 0808-4122 Each 20.000 01 n m Gray Dogwood - (3' Ht. b.r.) 0808-7110 Each 4.000 01 n m Elderberry (12" Ht. b.r. Or Container) 0810-0026 Linear Foot 775.000 01 n m1 Tree Trimming To a Max Height Of 20' 0811-0003 Linear Foot 367.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0022 Square Yard 413.000 01 n c1 Rock, Class r-4 0850-0023 Square Yard 26.000 01 n c1 Rock, Class r-5 0850-0025 Square Yard 52.000 01 n c1 Rock, Class r-7 0850-0026 Square Yard 43.000 01 n c1 Rock, Class r-8 0850-0031 Cubic Yard 169.000 01 n c1 Rock, Class r-3 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 1.000 01 n m2 Inlet Filter Bag For Type c Inlet 0860-0010 Each 1.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type m Inlet 0861-0001 Cubic Yard 143.000 01 n c1 Cleaning Sedimentation Structures 0867-0012 Linear Foot 279.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 201.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 66.000 01 n m2 Compost Filter Sock, 24" Diameter 0867-0032 Linear Foot 536.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0870-0001 Each 1.000 01 n c1, h Plywood Extensions 0873-0001 Linear Foot 68.000 01 n c1, h Temporary Baffle Wall 0874-0001 Each 1.000 01 n c1, h Temporary Riser Pipe Assembly 0875-0001 Each 1.000 01 n c1, h Concrete Outlet Structure 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0231 Day 30.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 5,116.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 4,010.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 3.000 01 n q 3-Line Changeable Message Sign Without Telecommunicationse 0931-0003 Square Foot 278.000 01 n r Post Mounted Signs, Type b, Steel Square Posto 9931-0003 Square Foot 278.000 01 n r Std Post Mounted Signs, Type b, Steel Square Post, Expanded Foam Backfill 0935-0001 Square Foot 141.000 01 n r Post Mounted Signs, Type f 0937-0114 Each 28.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0333 Each 6.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type f 0960-0021 Linear Foot 40.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1000 Linear Foot 12,580.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 12,428.000 01 n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 41.000 01 n r Remove Post Mounted Signs, Type b 0972-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type c 0975-0001 Each 25.000 01 n r Remove Post Mounted Signs, Type f e 8621-0001 Lump Sum 1.000 02 n Yes s5 Std Mechanically Stabilized Retaining Wall Systems, As Designed, s-38108o 8610-0001 Lump Sum 1.000 02 n s5 Std Concrete Retaining Wall o 8620-0001 Lump Sum 1.000 02 n s5 Std Prefabricated Retaining Wall o 8622-0001 Lump Sum 1.000 02 n s5 Std Precast Modular Retaining Wall 9000-0002 Each 1.000 01 n m2 Std Concrete Washout 9000-0006 Linear Foot 40.000 01 n h Std 18" Temporary Pipe 9000-0032 Dollar 5,000.000 $1.00 $5,000.00 01 y m1 Std Unforeseen Tree Removal 9000-0034 Dollar 3,000.000 $1.00 $3,000.00 01 y x Std Health And Safety Plan (Hasp) 9000-0035 Cubic Yard 429.000 01 n x Std Soils Management 9000-0036 Each 5.000 01 n x Std Solids Sampling (Management Of Fill Policy) 9000-0037 Each 12.000 01 n x Std Solids Sampling (Landfill Characterization) 9000-0038 Each 3.000 01 n x Std Liquids Sampling 9000-0039 Ton 580.000 01 n c1 Std Off-Site Disposal Of Soils 9000-0040 Gallon 1,000.000 01 n c1 Std Off-Site Disposal Of Liquids 9000-0055 Cubic Yard 117.000 01 n m Proj Amended Soil 9000-0070 Pound 2.000 01 n m3 Proj Seeding And Soil Supplements - Low Growing Seed Mix 9000-0071 Pound 1.000 01 n m3 Proj Seeding And Soil Supplements - Detention Basin Mix 9000-0072 Each 1.000 01 n r Proj Remove Flashing Sign 9000-0073 Cubic Yard 1,300.000 01 n c1 Proj Specified Subgrade Undercut 9000-0074 Linear Foot 65.000 01 n h2 Proj 6" Pavement Base Drain, Modified 9000-0076 Lump Sum 1.000 01 n x Proj Stream Mitigation As-Builts 9000-0092 Lump Sum 1.000 01 n x Proj Scm As-Built Survey, Drawings & Certification
Details
Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.
Division 34 - Transportation, Guideways/Railways.
Division 41 - Material Processing and Handling Equipment, Machining Equipment, Milling Equipment.
Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents