Similar Projects
Last Updated | 11/08/2019 08:37 AM |
Project Title | SR 3034 over Nescopeck Creek |
Physical Address | View project details and contacts |
City, State (County) | PA (Luzerne 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 | For the reconstruction and improvement of a certain section of SR 3034 Section 351 in Luzerne County in Conyngham Borough, Sugarloaf Township. The project being situated as follows: From approximately ½ mile East of the intersection with SR 0093 at Segment 0020 Offset 1103 (Station 99+56) to a point approximately 3 ½ miles West of the intersection with SR 3021 at T-422, Station 108+38 along SR 3034 Sec 351 and T-422 Sec 351, with a total length of 782 Ft. (0.148 Mi.). The project scope of work consists of the replacement of the existing two-span Stone Masonry Arch with a proposed Single Span Prestressed Concrete Spread Box Beam Bridge with steel pile foundation over Little Nescopeck Creek. Other work includes excavation, full depth bituminous pavement bridge approach work, drainage, guide rail, landscaping, E & S Control measures, temporary traffic control using a detour, pavement markings, signs, bridge removal, Utility relocation and other miscellaneous work as indicated on the drawings of the approved bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,002.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 72.000 01 n c1, h Class 2 Excavation 4205-0200 Cubic Yard 233.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, 206 Rock 0212-0001 Linear Foot 744.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 40.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 868.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0311-0320 Square Yard 2,050.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0350-0106 Square Yard 2,400.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 54.000 01 n c, e Subbase (No. 2a) 0411-0384 Square Yard 2,050.000 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 1,840.000 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 3,885.000 01 n f4 Bituminous Tack Coat 4601-0763 Linear Foot 105.000 01 n Yes h Proj 18" Ductile Iron Pipe , Including Excavation e 4601-7313 Linear Foot 18.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill , Including Excavation o 4601-9003 Linear Foot 18.000 n Yes h Proj 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage , Including Excavation e 4601-7313 Linear Foot 44.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill , Including Excavation o 4601-0400 Linear Foot 44.000 n Yes h Proj 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill , Including Excavation o 4601-9003 Linear Foot 44.000 n Yes h Proj 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage , Including Excavation e 4601-7341 Linear Foot 43.000 01 n Yes h Proj 30" Reinforced Concrete Pipe, Type b, 15` - 2` Fill , Including Excavation o 4601-0404 Linear Foot 43.000 n Yes h Proj 30" Thermoplastic Pipe, Group Vi, 15`-2` Fill , Including Excavation o 4601-9007 Linear Foot 43.000 n Yes h Proj 30" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage , Including Excavation e 4604-7313 Linear Foot 190.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15` - 1.5` Fill , Including Excavation o 4604-9003 Linear Foot 190.000 n Yes h Proj 18" Perforated Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage , Including Excavation o 4604-0400 Linear Foot 190.000 n Yes h Proj 18" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill , Including Excavation 0605-2731 Set 1.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 6.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2761 Set 2.000 01 n k Type d-h Level Concrete Top Unit And Bicycle Safe Grates 0605-2850 Each 5.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 2.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2882 Each 2.000 01 n k Type d-h Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 01 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 4610-1001 Linear Foot 270.000 01 n Yes h2 Proj 6" Pipe Underdrain, Type Ii Backfill Side Hill Rock Toe Bench 0610-7001 Linear Foot 554.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 60.000 01 n h2 4" Subsurface Drain Outlets 0615-0022 Linear Foot 195.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 6.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 6.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe 0616-1206 Each 1.000 01 n h Concrete End Sections For 30" Pipe 4619-0459 Each 2.000 01 n Yes j1, j3 Proj Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) , Painted Brown 4620-0015 Each 4.000 01 n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition , Painted Brown 4620-0400 Each 2.000 01 n Yes j Proj Terminal Section, Single , Painted Brown 0620-0503 Linear Foot 470.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 4620-1600 Linear Foot 169.000 01 n Yes j Proj Type 31-s Guide Rail , Painted Brown 4620-1670 Each 2.000 01 n Yes j Proj Type 31-Strong Post In-Line Anchor , Painted Brown 0677-0001 Cubic Yard 23.000 01 n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 03 y x Internal Facilitation 0703-0020 Cubic Yard 2.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 165.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 139.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 49.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0012 Pound 81.000 01 n m3 Seeding And Soil Supplements - Formula c 0804-0013 Pound 146.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 30.000 01 n m3 Seeding - Formula e 0805-0021 Ton 1.000 01 n m3 Mulching - Hay 0805-0022 Ton 1.000 01 n m3 Mulching - Straw 0805-0050 Square Yard 1,539.000 01 n m3 Mulch Control Netting 0806-0112 Square Yard 178.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0141 Square Yard 146.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5b 0810-0050 Lump Sum 1.000 01 n a, m1 Selective Tree Removal 0810-0052 Each 2.000 01 n a, m1 Selective Tree Removal 0845-0001 Dollar 500.000 $1.00 $500.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 4.000 01 n c1 Rock Construction Entrance 0850-0022 Square Yard 9.000 01 n c1 Rock, Class r-4 0850-0032 Cubic Yard 22.000 01 n c1 Rock, Class r-4 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 0860-0011 Each 7.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type s Inlet 0867-0012 Linear Foot 563.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 50.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0931-0001 Square Foot 53.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 21.000 01 n r Post Mounted Signs, Type f 0937-0107 Each 12.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0941-0001 Each 4.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type f 0960-0140 Each 1.000 01 n o2 White Hot Thermoplastic Pavement Legend, Slow Curve Arrow , Left (Includes Arrow, The Word Slow And 2 Transverse Bands) 0960-0141 Each 1.000 01 n o2 White Hot Thermoplastic Pavement Legend, Slow Curve Arrow , Right (Includes Arrow, The Word Slow And 2 Transverse Bands) 0962-1000 Linear Foot 1,380.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,380.000 01 n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 16.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 11.000 01 n r Remove Post Mounted Signs, Type f 5018-0001 Lump Sum 1.000 02 n Req t1 Proj Removal Of Existing Bridge 1091-0331 Linear Foot 100.000 02 n k1 Epoxy Injection Crack Seal e 8010-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, s-37907 a 1002-0053 Pound 50,483.000 02 n s7 Reinforcement Bars, Epoxy Coated a 5005-1104 Linear Foot 143.000 02 n Yes u Proj Steel Beam Bearing Piles, Hp12x74 Galvanized a 5005-1266 Each 8.000 02 n Yes u Proj Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 12x74 Galvanized a 9000-7102 Each 2.000 02 n s1 Std Dynamic Pile Load Testing a 9005-0500 Linear Foot 150.000 02 n s1 Std Mandatory Predrilling For Driven Piles o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure 9000-0001 Lump Sum 1.000 01 n c1 Proj Stockpile And Replace Native Streambed Material 9000-0002 Each 2.000 01 n m2 Proj Concrete Block/Gravel Inlet Protection For Type d-h Inlet 9000-0003 Square Foot 656.000 01 n m2 Proj Matting For Wetland Protection 9000-0006 Cubic Yard 239.000 01 n c1 Proj Selected Borrow Excavation Rock, Class r-8 Choked With Rock, Class r-4 And Streambed Material 9000-0007 Each 5.000 04 n h Proj Existing Sanitary Sewer Lateral Adjustment 9000-0008 Each 5.000 05 n h Proj Existing Water Service Line Adjustment 9000-0009 Each 12.000 01 n c1 Proj Utility Test Hole 9000-0011 Dollar 10,000.000 $1.00 $10,000.00 01 y f Proj Repair Of Damaged Local Roads 9000-0013 Linear Foot 208.000 01 n m2 Proj Temporary Cofferdam 9000-0014 Lump Sum 1.000 01 n x Proj Video Log Of Detour Route 9000-0015 Each 8.000 01 n m2 Proj Weighted Filter Tube |
||||||||||||||||||||||
Details |
|
||||||||||||||||||||||
Bidder's List | View project details and contacts | ||||||||||||||||||||||
Prospective Bidders | View project details and contacts | ||||||||||||||||||||||
Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |