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Last Updated 07/24/2020 06:20 AM
Project Title

I-81/I-83 Noise Walls

Physical Address View project details and contacts
City, State (County) PA   (Dauphin County)
Category(s) Heavy and Highway
Sub-Category(s) Highway Signs/Guardrails/Barriers
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $10,000,000 to $12,499,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

The SR 0081 Section WAL project includes the construction of six new sound barriers. The project also includes clearing of vegetation at existing sound barriers, updated drainage; shoulder widening, guiderail, barrier, and signing and pavement markings. The project limits are as follows: SR 0081 Section WAL from Segment 0700/0701 Offset 2068/1955 to Segment 0720/0721 Offset 2019/1884, a length of 10400.00 linear feet (1.970 miles), all as indicated on the approved drawings included in the Bid Package for State Route 0081, Section Wal, In Dauphin County; Lower Paxton Township. 4201-0001 Lump Sum 1.000 01 n Yes a Proj Clearing And Grubbing Modified 0203-0001 Cubic Yard 1,848.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 1,415.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 408.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 11.000 01 n c1, h, s Class 4 Excavation 0212-0001 Linear Foot 1,280.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,413.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0350-0104 Square Yard 487.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 871.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 22.000 01 n c, e Subbase (No. 2a) 0350-0220 Cubic Yard 121.000 01 n c, e Subbase (No. 0gs) e 0360-0001 Square Yard 1,133.000 01 n e Asphalt Treated Permeable Base Course, 4" Depth o 0303-0001 Square Yard 1,133.000 01 n e Cement Treated Permeable Base Course, 4" Depth 0501-0028 Square Yard 231.000 01 n g Plain Cement Concrete Pavement, 8" Depth 0501-0032 Square Yard 256.000 01 n g Plain Cement Concrete Pavement, 10" Depth 0501-0808 Each 1.000 08 n g, g1 Concrete Pavement Cores, 8" Depth 0501-0812 Each 1.000 08 n g, g1 Concrete Pavement Cores, 10" Depth 0501-0820 Each 1.000 08 n g, g1 Concrete Pavement Cores, 14" Depth e 0601-2823 Linear Foot 189.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-9363 Linear Foot 189.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-9064 Linear Foot 189.000 01 n h 21" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage e 0601-7014 Linear Foot 315.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-1724 Linear Foot 315.000 01 n h 21" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life e 0601-7313 Linear Foot 132.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0400 Linear Foot 132.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill o 0601-1663 Linear Foot 132.000 01 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0601-7509 Linear Foot 57.000 01 n h 18" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-1924 Linear Foot 57.000 01 n h 21" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life e 0604-7014 Linear Foot 302.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life o 0604-4014 Linear Foot 302.000 01 n h 18" Perforated Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e 0604-7509 Linear Foot 345.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0604-4509 Linear Foot 345.000 01 n h 18" Perforated Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0605-2401 Set 2.000 01 n k Manhole Frame And Cover 0605-2640 Each 1.000 01 n k Type d Endwall For 18" Pipe 0605-2730 Set 3.000 01 n k Type m Concrete Top Unit And Grate 4605-2730 Set 7.000 01 n Yes k Proj Type m Concrete Top Unit And Grate , Leafless 0605-2770 Set 15.000 01 n k Type c Frame And Grate 0605-2850 Each 17.000 01 n k Standard Inlet Box, Height < /= 10` 4605-2850 Each 3.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10` , Cip 4605-2854 Each 3.000 01 n Yes k Proj Type 4 Inlet Box, Height < /= 10` , Cip 4605-2855 Each 1.000 01 n Yes k Proj Type 4 Inlet Box, Height > 10` And < /= 20` , Cip 4605-2862 Each 1.000 01 n Yes k Proj Type 6 Inlet Box, Height < /= 10` , Cip 4605-3011 Each 1.000 01 n Yes k Proj Type 4 Manhole, Storm Water, Height >5` And < /= 10` , Cip 4605-3032 Each 1.000 01 n Yes k Proj Type 6 Manhole, Storm Water, Height >10` And < /= 20` , Cip 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0007 Lump Sum 1.000 08 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 08 n x Std Equipment Package 0610-7002 Linear Foot 1,280.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 11.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0619-0450 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 0620-0010 Each 3.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0402 Each 1.000 01 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 2,411.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 2.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 2.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 638.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0624-0001 Linear Foot 314.000 01 n j2 Right-Of-Way Fence, Type 1 0624-0275 Linear Foot 1,320.000 01 n a, j2 Removal Of Existing Right-Of-Way Fence 0624-0300 Each 36.000 01 n j2 End Posts For Type 1 Right-Of-Way Fence 0624-0400 Each 3.000 01 n j2 Corner Posts For Type 1 Right-Of-Way Fence 0624-0600 Each 23.000 01 n j2 Line Posts For Type 1 Right-Of-Way Fence 0624-0611 Each 13.000 01 n j2 Pedestrian Gate For Type 1 Right-Of-Way Fence, 5-Foot Opening 0626-0010 Cubic Yard 125.000 01 n m2 Gabions, Type b 0627-3050 Linear Foot 5,001.000 07 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=5` 0628-3050 Linear Foot 2,015.000 07 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=5` 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 08 y x Semi-Formal Facilitation 0696-0610 Each 4.000 07 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 07 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0025 Cubic Yard 921.000 01 n c1, h No. 57 Coarse Aggregate 0703-0026 Cubic Yard 2.000 01 n c1, h No. 3 Coarse Aggregate 0802-0001 Cubic Yard 3,690.000 01 n c1, m Topsoil Furnished And Placed 0804-0004 Pound 83.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0013 Pound 2,163.000 01 n m3 Seeding And Soil Supplements - Formula d 0805-0021 Ton 7.000 01 n m3 Mulching - Hay 0805-0050 Square Yard 1,166.000 01 n m3 Mulch Control Netting 0806-0113 Square Yard 33,518.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0130 Square Yard 204.000 01 n m2 Temporary Long-Term, Rolled Erosion Control Product, Type 4 0811-0003 Linear Foot 1,643.000 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 0849-0010 Each 9.000 01 n c1 Rock Construction Entrance 0851-0003 Square Yard 9.000 01 n c1 Rock Apron 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 41.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 8,855.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0120 Each 2.000 07 n q Speed Display Sign 0901-0202 Each 2.000 07 n q Floodlights 0901-0240 Square Foot 200.000 07 n q, r Additional Traffic Control Signs 0901-0460 Each 11.000 07 n q Full-Matrix Changeable Message Sign With Telecommunications 4920-0001 Lump Sum 1.000 01 n Yes p8 Proj Sign Lighting - Entire Project (Modification Of Existing Circuits) 0933-0001 Square Foot 8.000 01 n r Post Mounted Signs, Type d 4940-0001 Each 1.000 01 n Yes r Proj Reset Post Mounted Signs, Type a Modified 0941-0001 Each 7.000 01 n r Reset Post Mounted Signs, Type b 0942-0002 Each 2.000 01 n r Reset Post Mounted Signs, Type c 0944-0003 Each 1.000 01 n r Reset Post Mounted Signs, Type e 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 1002-0053 Pound 73,725.000 22 n s7 Reinforcement Bars, Epoxy Coated 1006-1005 Linear Foot 6,120.000 20** n u1 36" Diameter Drilled Caissons, Shaft Section In Soil 1006-1090 Linear Foot 97.000 23** n u1 30" Diameter Drilled Caissons, Rock Socket 1019-0050 Square Yard 1,045.000 22 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1999-9999 Hour 2,000.000 09 n z Std Trainees 8700-0003 Lump Sum 1.000 20 n Yes s5 Proj Sound Barrier Wall, As Designed, s-39065 8700-0004 Lump Sum 1.000 21 n Yes s5 Proj Sound Barrier Wall, As Designed, s-39066 8700-0005 Lump Sum 1.000 22 n Yes s5 Proj Sound Barrier Wall, As Designed, s-39067 8700-0006 Lump Sum 1.000 23 n Yes s5 Proj Sound Barrier Wall, As Designed, s-39068 8700-0007 Lump Sum 1.000 24 n Yes s5 Proj Sound Barrier Wall, As Designed, s-39069 8700-0008 Lump Sum 1.000 25 n Yes s5 Proj Sound Barrier Wall, As Designed, s-39070 9000-0001 Dollar 10,000.000 $1.00 $10,000.00 01 y c1 Proj Utility Test Hole 9000-0002 Square Foot 8,600.000 01 n k2 Proj Stain Existing Sound Barrier 9006-0007 Linear Foot 679.000 24 n c6 Proj Exploratory Air Track Drilling, s-39069 9006-0008 Linear Foot 398.000 25 n c6 Proj Exploratory Air Track Drilling, s-39070 9100-0053 Lump Sum 1.000 26 n x Proj Colonial Road Standpipes 9100-0054 Lump Sum 1.000 27 n x Proj Lockwillow Ave Standpipes 9501-0001 Square Yard 262.000 01 n g Proj Plain Cement Concrete Pavement, 14" Depth 9501-0003 Square Yard 9.000 01 n g Proj Plain Cement Concrete Pavement, 15" Depth 9528-0001 Each 189.000 01 n s7 Proj Deformed Tie Bar 9605-0001 Each 1.000 01 n k Proj Cap Existing Inlet 9605-0002 Each 2.000 01 n k Proj Connection To Existing Inlet 9605-0003 Each 1.000 01 n k Proj Connection To Existing Manhole 9610-0001 Each 3.000 01 n h2 Proj Connect Existing Pavement Base Drain To Proposed Inlet 9623-0003 Linear Foot 24.000 01 n j1 Proj Remove And Reset Single Face Concrete Barrier 9623-0051 Linear Foot 2,922.000 01 n j1 Proj Single Face Concrete Barrier, 42" Height 9623-0112 Each 3.000 01 n j1 Proj Single Face Concrete Barrier, 42" Height, Flared End Section 9965-0001 Each 4.000 01 n o2 Proj Preformed Thermoplastic Legend, i-81 Shield, 8`-0" x 20`-0" 9965-0002 Each 2.000 01 n o2 Proj Preformed Thermoplastic Legend, i-83 Shield, 8`-0" x 20`-0"

Details

Division 01 - General Requirements, Temporary Barriers and Enclosures.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents