Similar Projects
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" |
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Prospective Bidders | View project details and contacts | ||
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