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Last Updated | 04/17/2020 02:46 AM |
Project Title | Creek Road Bridge-A |
Physical Address | View project details and contacts |
City, State (County) | PA (Perry County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $500,000 to $999,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | This project includes the replacement of a structure in Perry County as follows: Minor roadway approach paving and driveway connection, swale grading and drainage pipe system installation, embankment benching and backfill, and other miscellaneous construction as indicated on the approved drawings included in the bid package for the replacement of the existing single span stone masonry arch over an Unnamed Tributary to Buffalo Creek on state route 0849, section 019, in perry county, juniata township, from Segment 0220 Offset 1653 to Segment 0230 Offset 0407, for an overall project length of 447.80 linear feet (0.085 mile). The proposed structure is a 12’ x 8’ Precast Reinforced Concrete Box Culvert. Work for this project involves mitigation measures associated with an environmentally sensitive area adjacent the roadway. STATE ROUTE 0849 will be constructed under a detour. 4201-0001 Lump Sum 1.000 01 n Yes a Proj Clearing And Grubbing With Grubbing Restrictions 0203-0001 Cubic Yard 1,418.000 01 n c Class 1 Excavation 0204-0150 Cubic Yard 81.000 01 n c1, h, s Class 4 Excavation 0212-0001 Linear Foot 344.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 249.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0311-0322 Square Yard 886.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0106 Square Yard 951.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 37.000 01 n c, e Subbase (No. 2a) 0411-0384 Square Yard 917.000 01 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-m 0411-6350 Square Yard 886.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 1,772.000 01 n f4 Bituminous Tack Coat 0461-0002 Gallon 278.000 01 n f4 Bituminous Prime Coat e 0601-7313 Linear Foot 107.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0763 Linear Foot 107.000 01 n h 18" Ductile Iron Pipe o 0601-0313 Linear Foot 107.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill 0605-2730 Set 2.000 01 n k Type m Concrete Top Unit And Grate 0605-2850 Each 2.000 01 n k Standard Inlet Box, Height < /= 10` 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 344.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 30.000 01 n h2 6" Subsurface Drain Outlets 0615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503 Linear Foot 499.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 313.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 100.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail 0620-1645 Linear Foot 88.000 01 n j Curved w-Beam Guide Rail At Intersections 0677-0001 Cubic Yard 7.000 01 n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 08 y x Internal Facilitation 0804-0011 Pound 16.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 87.000 01 n m3 Seeding And Soil Supplements - Formula d 4804-0013 Pound 11.000 01 n Yes m3 Proj Seeding And Soil Supplements - Formula d Do Not Till 0804-0014 Pound 4.000 01 n m3 Seeding - Formula e 0805-0022 Ton 1.000 01 n m3 Mulching - Straw 0805-0050 Square Yard 381.000 01 n m3 Mulch Control Netting 0806-0113 Square Yard 1,823.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0140 Square Yard 199.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0810-0025 Each 4.000 01 n m1 Selective Tree Trimming 0810-0052 Each 4.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 200.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 2,500.000 $1.00 $2,500.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 1.000 01 n c1 Rock Construction Entrance 0850-0032 Cubic Yard 25.000 01 n c1 Rock, Class r-4 4850-0036 Cubic Yard 132.000 01 n Yes c1 Proj Rock, Class r-8 Choked With r-4 Rock And Natural Streambed Material 0851-0003 Square Yard 29.000 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 2.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 693.000 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 0901-0240 Square Foot 50.000 07 n q, r Additional Traffic Control Signs 0937-0339 Each 3.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0942-0002 Each 2.000 01 n r Reset Post Mounted Signs, Type c 0945-0001 Each 15.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 824.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 752.000 01 n o 4" Yellow Waterborne Pavement Markings 5018-0001 Lump Sum 1.000 20 n Yes t1 Proj Removal Of Existing Bridge Modified e 8510-0001 Lump Sum 1.000 20 n Yes s4 Std Precast Concrete Box Culvert, As Designed,s-38704 a 1002-0053 Pound 2,192.000 20 n s7 Reinforcement Bars, Epoxy Coated o 8520-0001 Lump Sum 1.000 20 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001 Linear Foot 250.000 01 n f, g4 Proj Sawcutting 9000-0002 Cubic Yard 35.000 01 n c1 Proj Stockpiling And Placement Of Streambed Material 9000-0003 Square Yard 216.000 01 n c1 Proj Geotextile And Fill In Temporary Construction Areas 9000-0004 Lump Sum 1.000 01 n m2 Proj Temporary Gravity Bypass 9000-0005 Each 1.000 01 n r Proj Mailbox Relocation 9000-0401 Cubic Yard 10.000 20 n c1 Proj Over Excavation And Backfill With Aashto No. 8 Coarse Aggregate, s-38704 9000-0500 Each 2.000 01 n x Std Permanent Right-Of-Way Monuments 9203-0101 Lump Sum 1.000 20 n c Std Temporary Excavation Support And Protection System, s-38704 |
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