Similar Projects
Last Updated | 01/14/2022 05:53 AM |
Project Title | Grist Mill Road Bridge |
Physical Address | View project details and contacts |
City, State (County) | PA (Lancaster 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 | $2,500,000 to $4,999,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | This project consists of a bridge replacement and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for STATE ROUTE 1901, SECTION 001, in LANCASTER COUNTY, EARL TOWNSHIP, near the intersection with Mill Road from Segment 0010 Offset 0000 to Segment 0010 Offset 0213, for an overall project length of 213.52 linear feet (0.040 mile). 201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 3,092.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 28.000 01 n c1, h Class 2 Excavation 0205-0264 Cubic Yard 101.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0266 Cubic Yard 1,733.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 0212-0014 Square Yard 1,675.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0425 Square Yard 1,083.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5 1/2" Depth 0313-0437 Ton 18.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0108 Square Yard 1,474.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0121 Ton 13.000 01 n c, e Subbase (No. 2a) 0413-0247 Square Yard 1,083.000 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-m 0413-0257 Ton 5.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-m 0460-0001 Square Yard 1,136.000 01 n f4 Asphalt Tack Coat 0491-0012 Square Yard 1,136.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 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 0612-0001 Linear Foot 132.000 01 n c1, h Subgrade Drains 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0012 Each 4.000 01 n j Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 1,086.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 363.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 150.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1626 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail With 7` Extra Length Posts 0620-1645 Linear Foot 25.000 01 n j Curved w-Beam Guide Rail At Intersections 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 0703-0020 Cubic Yard 189.000 01 n c1, h No. 1 Coarse Aggregate 0703-0024 Cubic Yard 217.000 01 n c1, h No. 2a Coarse Aggregate 0802-0001 Cubic Yard 172.000 01 n c1, m Topsoil Furnished And Placed 0804-0013 Pound 41.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 32.000 01 n m3 Seeding - Formula e 0804-0020 Pound 38.000 01 n m3 Seeding And Soil Supplements - Formula l 0804-0021 Pound 4.000 01 n m3 Seeding And Soil Supplements - Formula w 0805-0022 Ton 1.000 01 n m3 Mulching - Straw 0806-0112 Square Yard 1,369.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0811-0003 Linear Foot 147.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0022 Square Yard 50.000 01 n c1 Rock, Class r-4 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 0867-0012 Linear Foot 878.000 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 100.000 07 n q, r Additional Traffic Control Signs 0931-0003 Square Foot 21.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 9.000 01 n r Post Mounted Signs, Type f 0962-1000 Linear Foot 3,062.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 3,200.000 01 n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type b 5001-1140 Cubic Yard 36.000 20 n Yes k Proj Class c Cement Concrete With Overexcavation 5018-0001 Lump Sum 1.000 20 n Yes t1 Proj Removal Of Existing Bridge , s-2528 1091-0331 Linear Foot 300.000 20 n k1 Epoxy Injection Crack Seal 1999-0000 Hour 1,000.000 09 n z Std Trainees For Projects 100% State Funded e 8010-0001 Lump Sum 1.000 20 n Yes s Std Bridge Structure, As Designed, s-38894 a 1002-0053 Pound 142,421.000 20 n s7 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 506.000 20 n s7 Stainless Steel Reinforcement Bars o 8000-0001 Lump Sum 1.000 20 n s Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 20 n t Std Steel Bridge Structure 9000-0001 Linear Foot 154.000 01 n m2 Proj Cofferdam 9000-0002 Linear Foot 437.000 01 n j, j2 Proj Relocated Fence 9000-0003 Each 1.000 01 n x Proj Temporary Mailbox Relocation 9000-0004 Each 1.000 01 n x Proj Removal Of Existing Metal Steps 9000-0006 Lump Sum 1.000 07 n q, r Proj Aids To Navigation (Aton) Plan 9000-0500 Each 4.000 01 n x Std Permanent Right-Of-Way Monuments 9203-0100 Lump Sum 1.000 20 n c1, u Std Temporary Excavation Support & Protection System, s-38894 |
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Details | Bridge, New Construction.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |