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Last Updated 01/18/2021 09:03 AM
Project Title

SR61 / 209 Intersection

Physical Address View project details and contacts
City, State (County) Palo Alto, Pottsville, PA   (Schuylkill 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

This project is for the construction of signal improvements along SR 61 from the intersection with Mt. Carbon Arch Road (SR 2015), through the intersection with Mill Creek Avenue. Work also includes sections of resurfacing, signing and pavement marking upgrades, alternative left turn lanes, ADA ramp improvements, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0061, Section 18s, in Schuylkill County, City of Pottsville, Palo Alto Borough, and North Manheim Township, from approximately south of Mt. Carbon Arch Road to approximately north of Mill Creek Avenue. The limits of work are from segment 0330 offset 2471 to segment 0370 offset 1728 and from segment 0331 offset 2156 to segment 0371 offset 1965. 0203-0001 Cubic Yard 104.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 146.000 01 n c1 Class 1b Excavation 0203-0006 Linear Foot 752.000 01 n g4 Saw Cutting 0212-0001 Linear Foot 64.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 746.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0322 Square Yard 110.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0524 Square Yard 187.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 5" Depth 0350-0108 Square Yard 636.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 19.000 01 n c, e Subbase (No. 2a) 0413-0245 Square Yard 1,034.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-0297 Square Yard 3,847.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0413-1024 Ton 26.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1029 Ton 643.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0413-6045 Square Yard 110.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-7011 Ton 177.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 27,308.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0489-1100 Square Yard 16,734.000 01 n f Ultra-Thin Bonded Wearing Course, Gradation Type b, Pg 64s-22, Srl-e 0490-0001 Square Yard 120.000 01 n c1, f3 Removal Of Existing Asphalt Surface Course 0491-0011 Square Yard 14,535.000 01 n f3 Milling Of Asphalt Pavement Surface, 1" Depth, Milled Material Retained By Contractor 0491-0012 Square Yard 2,199.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0013 Square Yard 4,771.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0501-0032 Square Yard 505.000 01 n g Plain Cement Concrete Pavement, 10" Depth 0601-0355 Linear Foot 8.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0601-7014 Linear Foot 89.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0550 Linear Foot 89.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life e 0601-7313 Linear Foot 43.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-9393 Linear Foot 43.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage o 0601-0313 Linear Foot 43.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0604-7014 Linear Foot 351.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life o 0604-9393 Linear Foot 351.000 01 n h 18" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage 0605-2401 Set 4.000 01 n k Manhole Frame And Cover 0605-2711 Set 2.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 1.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2771 Set 1.000 01 n k Type c Frame And Bicycle Safe Grate 4605-2771 Set 1.000 01 n Yes k Proj Type c Frame And Bicycle Safe Grate , Including Removal Of Existing Inlet Top 0605-2850 Each 4.000 01 n k Standard Inlet Box, Height < /= 10` 0605-3011 Each 2.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0605-3021 Each 2.000 01 n k Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0606-0050 Set 24.000 01 n c1, k Grade Adjustment Of Existing Inlets 0606-0150 Set 7.000 01 n c1, k Grade Adjustment Of Existing Manholes 0606-0160 Set 6.000 01 n c1, k Grade Adjustment Of Existing Water Valves 0608-0001 Lump Sum 1.000 02 n x Mobilization 0609-0003 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 0620-0503 Linear Foot 120.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1625 Linear Foot 63.000 01 n j Type 31-Sc Guide Rail 0630-0001 Linear Foot 758.000 01 n k Plain Cement Concrete Curb 0630-0010 Linear Foot 443.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0633-0200 Linear Foot 545.000 01 n k Plain Concrete Mountable Curb, Type a 0676-0001 Square Yard 314.000 01 n k Cement Concrete Sidewalk 0686-0030 Lump Sum 1.000 03 n x Construction Surveying, Type b, Modified 0689-0003 Lump Sum 1.000 03 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 03 y x Internal Facilitation e 4695-0004 Square Foot 146.000 01 n Yes k Proj Detectable Warning Surface, Polymer Composite , Red o 4695-0003 Square Foot 146.000 01 n Yes k Proj Detectable Warning Surface, Polymer Concrete , Red o 4695-0002 Square Foot 146.000 01 n Yes k Proj Detectable Warning Surface, Cast Iron , Red 0703-0024 Cubic Yard 63.000 01 n c1, h No. 2a Coarse Aggregate 0802-0001 Cubic Yard 4.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 4.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 4.000 01 n m3 Seeding - Formula e, Including Mulch 0855-0003 Each 3.000 01 n m2 Pumped Water Filter Bag 0860-0000 Each 14.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 17.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 600.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 50.000 04 n q Additional Warning Lights, Type b 0901-0240 Square Foot 50.000 04 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 10,698.000 04 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 2,179.000 04 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 3,401.000 04 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 296.000 04 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0460 Each 2.000 04 n q Full-Matrix Changeable Message Sign With Telecommunications 0901-0701 Each 1.000 04 n p Temporary Traffic Signals (Permanent Only) 0901-0711 Each 1.000 04 n p Temporary Traffic Control Signal Reset (Permanent Only) 0901-0725 Each 1.000 04 n p Temporary Traffic Signals (Permanent Only) 0931-0001 Square Foot 275.400 01 n r Post Mounted Signs, Type b 0933-0001 Square Foot 9.000 01 n r Post Mounted Signs, Type d 0935-0001 Square Foot 84.720 01 n r Post Mounted Signs, Type f 0936-0010 Square Foot 108.660 01 n r Structure Mounted Flat Sheet Aluminum Signs With Stiffeners 0936-0200 Square Foot 156.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0941-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type b 0944-0003 Each 2.000 01 n r Reset Post Mounted Signs, Type e 0945-0001 Each 13.000 01 n r Reset Post Mounted Signs, Type f 0951-0130 Each 1.000 01 n p Traffic Signal Support, 30` Mast Arm 0951-0135 Each 2.000 01 n p Traffic Signal Support, 35` Mast Arm 0951-0145 Each 3.000 01 n p Traffic Signal Support, 45` Mast Arm 0951-0155 Each 1.000 01 n p Traffic Signal Support, 55` Mast Arm 0951-4012 Each 3.000 01 n p Traffic Signal Support, 12` Pedestal 0951-4023 Each 1.000 01 n p Pedestrian Stub Pole, Type c 0951-4550 Each 1.000 01 n p Traffic Signal Support, Strain Pole, 6,000 Pounds Design Tension 0952-1020 Each 1.000 01 n p Nema Ts-1 Controller Assembly, Type 1 Mounting 0952-1021 Each 2.000 01 n p Nema Ts-1 Controller Assembly, Type 2 Mounting 0953-0350 Each 1.000 01 n p Master Controller 0953-0360 Lump Sum 1.000 01 n p Closed Loop System 0953-0401 Lump Sum 1.000 01 n p Radio Communications System 0953-0403 Lump Sum 1.000 01 n p Telephone Dialup Communications System 0954-0011 Linear Foot 124.000 01 n p8 1 Inch Conduit 0954-0012 Linear Foot 171.000 01 n p8 2 Inch Conduit 0954-0013 Linear Foot 915.000 01 n p8 3 Inch Conduit 0954-0151 Linear Foot 133.000 01 n c1, p8 Trench And Backfill, Type i 0954-0152 Linear Foot 242.000 01 n c1, p8 Trench And Backfill, Type Ii 0954-0153 Linear Foot 609.000 01 n c1, p8 Trench And Backfill, Type Iii 0954-0201 Linear Foot 3,167.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 13,801.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 2,111.000 01 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0301 Each 4.000 01 n p8 Junction Box, Jb-26 0954-0302 Each 9.000 01 n p8 Junction Box, Jb-27 0954-0402 Each 3.000 01 n p8 Electrical Service, Type b 0955-3208 Each 25.000 01 n p Vehicular Signal Head, Three 12" Sections 0955-3209 Each 11.000 01 n p Vehicular Signal Head, Four 12" Sections 0955-3722 Each 24.000 01 n p Led Countdown Pedestrian Signal Head, Type a 0956-0001 Linear Foot 1,843.000 01 n p Detector Lead In Cable 0956-0101 Linear Foot 1,487.000 01 n p8 Loop Sensor 0956-0141 Each 7.000 01 n p Loop Amplifier, 2 Channel Rack Mounted With Timer 0956-0500 Each 9.000 01 n p Pedestrian Push Button 4956-0500 Each 2.000 01 n Yes p Proj Pedestrian Push Button , With Extension Arm 0956-0700 Each 1.000 01 n p Video Detector 0960-0005 Linear Foot 1,324.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 548.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 902.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 15.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0222 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 14.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0233 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Left t Lane", 18` - 0" x 5` - 6" 0962-1000 Linear Foot 6,298.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 4,425.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 19,656.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 250.000 01** n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 7,143.000 01** n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 1,562.000 01** n o2, o3 6" Pavement Marking Removal 0963-0010 Each 12.000 01 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0021 Linear Foot 11.000 01 n o 24" White Epoxy Pavement Markings 0964-0101 Each 2.000 01 n o3 White Epoxy Legend, "Only", 8` - 0" 0964-0224 Each 2.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0971-0001 Each 14.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 8.000 01 n r Remove Post Mounted Signs, Type f 9000-0001 Lump Sum 1.000 01 n s2 Proj Concrete Mountable Median Removal And Replacing With Rigid Pavement 9000-0002 Each 1.000 05 n x Std Design Of Concrete Curb Ramps 9000-0003 Square Foot 57.000 01 n k Proj Sidewalk Culvert With Steel Plate Top 9000-0004 Each 4.000 04 n p, q Proj Temporary Traffic Signal Timing Revisions 9000-0005 Each 4.000 04 n p, q Proj Temporary Traffic Signal Timing 9000-0006 Each 2.000 01 n p Proj Existing Traffic Signal Timing Changes 9000-0007 Each 2.000 01 n r Proj Remove Structure Mounted Flat Sheet Aluminum Signs 9000-0008 Each 2.000 01 n r Proj Remove Structure Mounted Flat Sheet Aluminum Signs With Stiffeners 9000-0009 Each 22.000 01 n p Proj Reflectorized Backplates 9000-0010 Each 4.000 01 n p Proj Remove Existing Vehicular Signal Head 9000-0011 Each 8.000 01 n p8 Proj Conduit Connection Into Existing Foundation 9000-0012 Each 1.000 01 n p8 Proj Reset Light Pole 9000-0013 Each 3.000 01 n r Std Covid-19 Safety Plan Sign 9000-0014 Each 1.000 01 n p Proj Removal Of Existing Mast Arm

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.

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