Similar Projects
Last Updated | 12/13/2019 04:33 AM |
Project Title | County Bridge 21: Rickert Road over Morris Rn |
Physical Address | View project details and contacts |
City, State (County) | PA (Bucks 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 | $1,000,000 to $2,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The description and location of the project is as follows: This project is the replacement of the Rickert Road Bridge over Morris Run and other miscellaneous construction, all as indicated on the drawings approved for State Route 7009, Section 021, in Bucks County Hilltown Township from approximately 0.25 miles northeast of Forest Road to Kristine Lane. The new bridge is a single span precast concrete arch system with a total length of 60 feet 0 inches. Bituminous paving is included on the approaches. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 427.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 227.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 102.000 01 n c1, h, s Class 4 Excavation 0205-0200 Cubic Yard 4,124.000 01 n c1 Selected Borrow Excavation 0212-0001 Linear Foot 1,524.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 4,027.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0424 Square Yard 2,384.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5" Depth 0350-0106 Square Yard 3,942.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0482 Square Yard 2,634.000 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 2,634.000 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 0460-0003 Square Yard 5,268.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0601-5901 Linear Foot 61.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7014 Linear Foot 251.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life 0605-2620 Each 2.000 01 n k Type d-w Endwall 0605-2710 Set 2.000 01 n k Type c Concrete Top Unit And Grate 0605-2850 Each 2.000 01 n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 04 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 0610-0002 Linear Foot 1,524.000 01 n h2 6" Pipe Underdrain Type i Backfill 0610-7002 Linear Foot 1,524.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 42.000 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 0619-0460 Each 3.000 01 n j1, j3 Proj Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals Flared) 0620-0015 Each 4.000 01 n j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-1600 Linear Foot 313.000 01 n j Proj Type 31-s Guide Rail 0620-1645 Linear Foot 25.000 01 n j Proj Curved w-Beam Guide Rail At Intersections 0620-1660 Each 1.000 01 n j Proj Type 31-Strong Post Anchor Terminal 0630-0001 Linear Foot 209.000 01 n k Plain Cement Concrete Curb 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0688-0020 Lump Sum 1.000 03 n x Microcomputer, Type c 0689-0004 Lump Sum 1.000 01 n x Cpm Schedule, Resource Loaded 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0802-0001 Cubic Yard 340.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 1,785.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 4,461.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 493.000 01 n m3 Seeding - Formula e 0805-0022 Ton 1.000 01 n m3 Mulching - Straw 0805-0041 Square Yard 68.000 01 n m3 Mulching - Washed Gravel With Weed Control Mat 0806-0140 Square Yard 1,732.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0808-0100 Each 7.000 01 n m Tree 0808-0120 Each 124.000 01 n m Shrub 0808-0130 Each 1,046.000 01 n m Plantings 0808-0131 Each 955.000 01 n m Plantings 0808-3034 Each 5.000 01 n m Sugar Maple - (2 1/2" Cal. b&b) 0808-3785 Each 9.000 01 n m Norway Spruce - (8` Ht. b&b) 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0850-0021 Square Yard 242.000 01 n c1 Rock, Class r-3 0850-0036 Cubic Yard 115.000 01 n c1 Rock, Class r-8 0851-0003 Square Yard 20.000 01 n c1 Rock Apron 0855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 4856-0001 Each 7.000 01 n Req c1 Proj Removal Sediment And Rock Barrier 0860-0002 Each 2.000 01 n m2 Inlet Filter Bag For Type c Inlet 0860-0012 Each 2.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type c Inlet 0865-0001 Linear Foot 957.000 01 n m2 Silt Barrier Fence, 18" Height 0865-0003 Linear Foot 957.000 01 n m2 Silt Barrier Fence, 30" Height 0867-0012 Linear Foot 957.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0022 Linear Foot 158.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 0931-0001 Square Foot 44.000 01 n r Post Mounted Signs, Type b 0937-0106 Each 15.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 15.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0198 Each 6.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type r, (w/b) 0937-0201 Each 6.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (w/b) 0964-0001 Linear Foot 1,582.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 1,768.000 01 n o 4" Yellow Epoxy Pavement Markings 0971-0001 Each 19.000 01 n r Remove Post Mounted Signs, Type b 5018-0001 Lump Sum 1.000 02 n Yes t1 Proj Removal Of Existing Bridge Modified e 8550-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Reinforced Concrete Arch Culvert, As Designed (Bpaa-92813) a 1002-0053 Pound 18,300.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8550-0002 Lump Sum 1.000 02 n s4 Std Alternate Precast Reinforced Concrete Arch Culvert 9000-0001 Cubic Yard 41.000 02 n c1 Proj Over Excavation And Class a Cement Concrete Backfill 9000-0002 Linear Foot 90.000 01 n g2 Proj Sawcut 9000-0003 Lump Sum 1.000 01 n t6, t7 Proj Temporary Cofferdam 9000-0005 Each 21.000 01 n m3 Proj Water Bag (20 Gal) 9000-0006 Lump Sum 1.000 02 n r Proj Reinstall Existing Bridge Plaque 9203-0100 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Suppport And Protection System |
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