Similar Projects
| Last Updated | 12/07/2018 12:01 AM |
| Project Title | Newark Rd at Hillendale Rd |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Chester 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 involves reconstruction of the intersection approaches and extending a sewer through the project limits.Proposed improvements include: adjustment of the horizontal and vertical alignments at the intersection , construction of a left turn lane to facilitate southbound movements from Newark Road onto eastbound Hillendale Road, installation of guiderail along Hillendale Road, single face barrier installation along Newark Road; reconstruction of two culverts on Newark and Hillendale Roads, and overall roadway widening on both Newark and Hillendale Roads. Project limits for STATE ROUTE 3033, SECTION C01, in Chester COUNTY New Garden TOWNSHIP are approximately 5,000 ft from SR 0041 & SR 3033 Intersection at segment 0040 offset 2461 to approximately 2,000 ft from Baltimore Pike & SR 3033 Intersection at segment 0050 offset 1743. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 3,949.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 448.500 01** n c1, h Class 2 Excavation 0204-0150 Cubic Yard 575.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 1,715.000 01 n c1 Foreign Borrow Excavation 0205-0264 Cubic Yard 885.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0206-0010 Ton 76.000 01 n c1 Select Granular Material (2rc) 0212-0001 Linear Foot 2,377.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 2,200.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0420 Square Yard 8,011.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 3" Depth 0316-0427 Square Yard 415.000 60 n f Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6 1/2" Depth 0350-0106 Square Yard 8,711.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0482 Square Yard 8,011.000 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-h 0411-6450 Square Yard 7,229.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 15,240.000 01 n f4 Bituminous Tack Coat e 0601-0353 Linear Foot 38.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill o 0601-7313 Linear Foot 38.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-0763 Linear Foot 38.000 01 n h 18" Ductile Iron Pipe e 0601-0353 Linear Foot 46.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill o 0601-2843 Linear Foot 46.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage e 0601-0763 Linear Foot 109.000 01 n h 18" Ductile Iron Pipe o 0601-1743 Linear Foot 109.000 01 n h 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0601-2866 Linear Foot 50.000 01 n h 27" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage o 0601-9366 Linear Foot 50.000 01 n h 27" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-7364 Linear Foot 82.000 01 n h 42" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill o 0601-0768 Linear Foot 82.000 01 n h 42" Ductile Iron Pipe e 0601-9363 Linear Foot 191.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-2843 Linear Foot 191.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage 0602-9393 Linear Foot 38.000 01 n h 21" x 15" Corrugated Aluminized Steel Pipe Arch, Type Ii, (2 2/3" x 1/2" Corrugations), 14 Gage e 0604-0353 Linear Foot 43.000 01 n h 18" Perforated Thermoplastic Pipe, Group Iiip, 8'-2' Fill o 0604-1763 Linear Foot 43.000 01 n h 18" Perforated Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 14 Gage o 0604-7313 Linear Foot 43.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15' - 1.5' Fill e 0604-0355 Linear Foot 83.000 01 n h 24" Perforated Thermoplastic Pipe, Group Iiip, 8'-2' Fill o 0604-7326 Linear Foot 83.000 n h 24" Reinforced Concrete Pipe, Type b, (Open Joint), 10' - 2' Fill o 0604-2865 Linear Foot 83.000 n h 24" Perforated Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage e 0604-0356 Linear Foot 66.000 01 n h 27" Perforated Thermoplastic Pipe, Group Iiip, 8'-2' Fill o 0604-7333 Linear Foot 66.000 n h 27" Reinforced Concrete Pipe, Type b, (Open Joint), 3' - 2' Fill o 0604-2867 Linear Foot 66.000 n h 30" Perforated Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage 0604-1893 Linear Foot 167.000 01 n h 21" x 15" Perforated Corrugated Aluminized Steel Pipe Arch, Type Ii, (2 2/3" x 1/2" Corrugations), 14 Gage e 0604-7313 Linear Foot 81.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15' - 1.5' Fill o 0604-1463 Linear Foot 81.000 n h 18" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0604-9363 Linear Foot 81.000 n h 18" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0604-7325 Linear Foot 122.000 01 n h 24" Reinforced Concrete Pipe, Type b, (Open Joint), 2' - 1.5' Fill o 0604-2865 Linear Foot 122.000 n h 24" Perforated Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage o 0604-9425 Linear Foot 122.000 n h 24" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage 0605-2620 Each 2.000 01 n k Type d-w Endwall 0605-2711 Set 8.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 5.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 2.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 13.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2854 Each 2.000 01 n k Type 4 Inlet Box, Height < /= 10' 0606-0060 Set 6.000 01 n c1, k Grade Adjustment Of Existing Inlets, Type 1 Riser 0606-0070 Set 2.000 01 n c1, k Grade Adjustment Of Existing Inlets, Type 2 Riser 0606-0150 Set 5.000 01 n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 03 n x Mobilization 0609-0003 Lump Sum 1.000 05 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 01 n x Std Equipment Package 0610-7002 Linear Foot 1,646.000 01 n h2 6" Pavement Base Drain 0610-7003 Linear Foot 176.000 01 n h2 8" Pavement Base Drain 0615-0022 Linear Foot 58.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 3.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 3.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 3.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-1600 Linear Foot 675.000 01 n j Type 31-s Guide Rail 0620-1645 Linear Foot 62.500 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 3.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0001 Linear Foot 544.000 01 n k Plain Cement Concrete Curb 0677-0001 Cubic Yard 42.000 01 n c1, e Selected Material Surfacing 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0703-0025 Cubic Yard 92.500 01 n c1, h No. 57 Coarse Aggregate 0703-0026 Cubic Yard 45.000 01 n c1, h No. 3 Coarse Aggregate 0802-0001 Cubic Yard 1,405.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 151.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 94.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 13.000 01 n m3 Seeding - Formula e 0805-0021 Ton 1.000 01 n m3 Mulching - Hay 0805-0022 Ton 2.000 01 n m3 Mulching - Straw 0806-0113 Square Yard 2,767.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0130 Square Yard 391.000 01 n m2 Temporary Long-Term, Rolled Erosion Control Product, Type 4 4808-6000 1000 Gallons 4.700 01 n Yes m Proj Watering Modified 0811-0003 Linear Foot 79.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 5,000.000 $1.0000 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0031 Cubic Yard 87.600 01 n c1 Rock, Class r-3 0850-0032 Cubic Yard 1.400 01 n c1 Rock, Class r-4 0851-0001 Each 1.000 01 n c1 Rock Energy Dissipator 0851-0002 Each 1.000 01 n c1 Rock Basin 0851-0003 Square Yard 31.000 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 6.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 2.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0002 Each 8.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 355.000 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 120.000 04 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 04 n q, r Additional Traffic Control Signs 0901-0451 Each 2.000 04 n q 3-Line Changeable Message Sign Without Telecommunications 0931-0001 Square Foot 105.700 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 10.540 01 n r Post Mounted Signs, Type f 0937-0102 Each 19.000 01 n j, r Guide Rail Mounted Delineator Type a, (w/b) 0937-0113 Each 19.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0198 Each 11.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type r, (w/b) 0937-0203 Each 11.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0937-0330 Each 7.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0960-0001 Linear Foot 3,856.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 4,252.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 74.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 220.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8' - 0" 0960-0224 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0966-0011 Each 26.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0017 Each 27.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 8.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0971-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type b 1001-0000 Cubic Yard 14.000 01 n s9 Class Aaa Cement Concrete 9000-0001 Each 8.000 01 n p Proj Signal Timing Changes 9000-0002 Linear Foot 430.000 01 n g4 Proj Sawcutting Existing Pavement 9000-0003 Square Foot 14.250 01 n r Proj Barrier Mounted Sign 9000-0004 Linear Foot 370.000 01 n s5 Proj Barrier Wall 9000-0005 Cubic Yard 67.000 01 n c1, m Proj 18" (Min) Permeable Organic Soil Mix 9000-0006 Each 8.000 01 n z Proj Reset Mailbox 9000-0007 Each 6.000 60 n k Proj 4' Diameter Precast Manhole 9000-0008 Each 1.000 60 n k Proj 5' Diameter Precast Drop Manhole 9000-0009 Linear Foot 1,946.000 60 n h Proj 8" Pvc Sewer Pipe 9000-0010 Linear Foot 6.000 60 n h Proj 10" Pvc Sewer Pipe 9000-0013 Linear Foot 20.000 60 n h Proj 20" Casing Pipe 9000-0014 Linear Foot 534.000 60 n h Proj 4" Pvc Lateral 9000-0015 Linear Foot 27.000 60 n h Proj 6" Pvc Lateral 9000-0016 Linear Foot 20.000 60 n h Proj 4" Cip Lateral 9000-0017 Pound 7.000 01 n m3 Proj Seeding And Soil Supplements - Penndot Seed Mix 2 9000-0018 Cubic Yard 1.000 01 n c1 Proj Rock, Class r-2 9000-0019 Linear Foot 142.000 01 n c1 Proj Removal Of Abandoned Gas Line 9000-0020 Linear Foot 147.000 01 n b1, c1 Proj Removal Of Asbestos Cement Pipe 9000-0021 Lump Sum 1.000 01 n Zz Proj Bog Turtle Avoidance, Monitoring And Coordination 9000-0022 Lump Sum 1.000 01 n x Proj Health And Safety Plan (Hasp) 9000-0023 Dollar 5,000.000 $1.0000 $5,000.00 01 y v2 Proj Soils Management, Sampling And Disposal 9000-0024 Dollar 25,000.000 $1.0000 $25,000.00 60 y x Proj Utility Relocation, Peco-Gas 9000-6174 Dollar 14,000.000 $1.0000 $14,000.00 01 y x Std Superpave Pwt Incentive | ||||||||
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| Project Documents |
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