Similar Projects
Last Updated | 03/15/2019 09:06 AM |
Project Title | Orvis Road Alignment |
Physical Address | View project details and contacts |
City, State (County) | PA (Chester County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Sidewalks/Parking Lot |
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 | Construct a New 2 Lane "Connector Road" And Pedestrian/Bicycle Path Between Two Major Intersections Along Us 202, As Indicated On The Approved Drawings Included In The Bid Package For State Route 202, Section Mtf, In Chester County, Westtown Township From Approximately Sr 0202 At West Pleasant Grove Road At Segment 0050 Offset 2928 To Approximately Sr 0202 At Stetson School Drive At Segment 0060 Offset 1423. 4201-0001 Lump Sum 1.000 02 n Yes a Proj Clearing And Grubbing Removal Of Topsoil To 12" Depth 0203-0001 Cubic Yard 8,296.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 52.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 264.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 4,457.000 01 n c1 Foreign Borrow Excavation 0310-0400 Ton 80.000 01 n c, e Crushed Aggregate Base Course 0311-0323 Square Yard 4,995.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0350-0106 Square Yard 4,995.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0381 Square Yard 6,037.000 02 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-e 0601-7507 Linear Foot 700.000 01 n h 15" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box 0601-7710 Linear Foot 42.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box 0605-2620 Each 2.000 01 n k Type d-w Endwall 0605-2711 Set 10.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 7.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2851 Each 3.000 01 n k Standard Inlet Box, Height > 10' And < /= 20' 0608-0001 Lump Sum 1.000 03 n x Mobilization 0620-1600 Linear Foot 475.000 01 n j Type 31-s Guide Rail 0620-1650 Each 2.000 01 n j Type 31-Strong Post End Treatment 0630-0001 Linear Foot 2,337.000 01 n k Plain Cement Concrete Curb 0676-0001 Square Yard 52.000 01 n k Cement Concrete Sidewalk 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0689-0001 Lump Sum 1.000 06 n x Narrative Schedule 4803-0001 Cubic Yard 4,061.000 01 n Yes c1, m Proj Placing Stockpiled Topsoil 12" Depth 0804-0001 Pound 149.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0806-0112 Square Yard 4,439.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0142 Square Yard 749.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5c 0811-0003 Linear Foot 372.000 01 n j2, m Temporary Protective Fence 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0851-0003 Square Yard 28.000 01 n c1 Rock Apron 0860-0002 Each 10.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 737.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0022 Linear Foot 982.000 01 n m2 Compost Filter Sock, 24" Diameter 0872-0001 Each 2.000 01 n c1, h Concrete Anti-Seep Collar 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 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 100.000 04 n q, r Additional Traffic Control Signs 0901-0334 Linear Foot 72.000 04 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 04 n q 3-Line Changeable Message Sign Without Telecommunications 0901-0701 Each 1.000 04 n p Temporary Traffic Signals (Permanent Only) 0901-0725 Each 1.000 04 n p Temporary Traffic Signals (Permanent Only) 0963-0001 Square Foot 72.000 04 n o2, o3 Pavement Marking Removal | ||||
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