SR 339 From Smith Hollow Rd to Nescopeck Boro

Resurfacing, Bridge Replacement and Bridge Rehabilitation including excavation, foreign borrow excavation, selected borrow excavation rock, superpave asphalt mixture design base, binder, leveling, scratch, and wearing courses, base replacement, drainage, guide rail, plain cement concrete curb, rumble strips, cement concrete sidewalk, membrane waterproofing system, detectable warning surface, trees, signs, pavement markings, mechanical splice system, removal of existing bridge, removal of portion of existing bridge, protective coating for reinforced concrete surfaces, concrete bridge deck repair, epoxy overlay, neoprene strip seal gland replacement, construction of 16’-0” X 5’-0” precast reinforced concrete box culvert or an approved equal, permanent excavation support and protection system, precast concrete slabs, precast concrete L-Wall, weighted sediment filter tubes, dowel holes, temporary excavation support and protection system, and other related work within an overall length of 10,082 linear feet (1.91 miles) as indicated in the bid package for STATE ROUTE 339, SECTION 06A from approximately 3.11 miles east of the interchange with State Route 80 and approximately 0.58 miles west of the intersection with State Route 3015 in Mifflin Township, Columbia County And Within An Overall Length Of 3,067 Linear Feet (0.58 Miles) As Indicated In The Bid Package For State Route 339, Section 06a From Approximately 3.69 Miles East Of The Interchange With State Route 80 To The Intersection With State Route 3015 In Nescopek Township And Nescopek Borough, Luzerne County. 0201-0001lump Sum1.000 01**Nastd Clearing And Grubbing 0203-0001cubic Yard66,766.000 01**Nc Class 1 Excavation 0203-0003cubic Yard5,242.000 01**Nc1 Class 1a Excavation 4203-0004cubic Yard2,599.000 01**Nyesc1proj Class 1b Excavation (Shoulder Backup, Milled Material) 0203-0006linear Foot13,487.000 01**Ng4 Saw Cutting 0204-0001cubic Yard725.000 01nc1, h Class 2 Excavation 0204-0100cubic Yard2,463.000 11nc1, s1, t1 Class 3 Excavation 0204-0150cubic Yard38.000 01nc1, h, s Class 4 Excavation 0205-0100cubic Yard13,225.000 01**Nc1 Foreign Borrow Excavation 0205-0363ton11,839.000 01**Nc1std Selected Borrow Excavation Rock, Class r-3 4205-0364ton4.000 01nyesc1std Selected Borrow Excavation Rock, Class r-4 (Includes Excavation) 0205-0366ton63,132.000 01**Nc1std Selected Borrow Excavation Rock, Class r-6 4205-0368ton237.000 01nyesc1std Selected Borrow Excavation Rock, Class r-8 (Choked With Rock, Class r-4, Includes Excavation) 0205-0381ton7,863.000 01**Nc1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0001linear Foot9,280.000 01**Nc3, h, m2 Geotextile, Class 1 0212-0014square Yard53,301.000 01**Nc3, h, m2 Geotextile, Class 4, Type a 0212-0016square Yard87,215.000 01**Nc3, h, m2 Geotextile, Class 4, Type c 0313-0322square Yard734.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0326square Yard42,527.000 01**Ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 4316-0337ton103.000 01**Nyese, f1proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix (Temporary) 0350-0106square Yard52,775.000 01**Nc, e Subbase 6" Depth (No. 2a) 0350-0121ton199.000 01**Nc, e Subbase (No. 2a) 0413-0246square Yard43,339.000 01**Nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-1024ton1,951.000 01**Nf Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-2074ton50.000 01nf Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6045square Yard42,527.000 01**Nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-9999dollar80,000.000$1.00$80,000.0002yx Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0004gallon6,491.000 01**Nf4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002gallon7,997.000 01**Nf4 Asphalt Prime Coat 0491-0021square Yard812.000 01**Nf3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0601-0760linear Foot28.000 01nh 12" Ductile Iron Pipe 0601-1663linear Foot61.000 01nh 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e0601-4363linear Foot89.000 01nh 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box o0601-7710linear Foot89.000 Nh 18" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box o0601-0963linear Foot89.000 Nh 18" Ductile Iron Pipe, Shore/Trench Box e0601-6119linear Foot60.000 01nh 19" x 30" Elliptical Reinforced Concrete Pipe, Type b Horizontal, < 1.5` Fill, 50 Year Design Life o0602-1065linear Foot60.000 Nh 27" x 21" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e0601-6122linear Foot53.000 01nh 29" x 45" Elliptical Reinforced Concrete Pipe, Type b Horizontal, < 1.5` Fill, 50 Year Design Life o0602-1069linear Foot53.000 Nh 40" x 31" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e0601-6124linear Foot54.000 01nh 38" x 60" Elliptical Reinforced Concrete Pipe, Type b Horizontal, < 1.5` Fill, 50 Year Design Life o0602-1111linear Foot54.000 Nh 53" x 41" Spiral Rib Aluminized Steel Pipe Arch, Type Iir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage e0601-7313linear Foot919.000 01nh 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o0601-1663linear Foot919.000 Nh 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e0601-7326linear Foot93.000 01nh 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill o0601-1665linear Foot93.000 Nh 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e0601-7370linear Foot54.000 01nh 48" Reinforced Concrete Pipe, Type b, 10` - 3` Fill o0601-1671linear Foot54.000 Nh 48" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e0601-7707linear Foot741.000 01nh 18" Reinforced Concrete Pipe, Type b, 3` - 2` Fill, Shore/Trench Box o0601-4363linear Foot741.000 Nh 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box o0601-0963linear Foot741.000 Nh 18" Ductile Iron Pipe, Shore/Trench Box 0605-2600each3.000 01nk Type d Endwall 4605-2600each5.000 01nyeskproj Type d Endwall (For Elliptical Pipe) 0605-2620each4.000 01nk Type d-w Endwall 0605-2731set18.000 01nk Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741set4.000 01nk Type s Concrete Top Unit And Bicycle Safe Grate 0605-2761set4.000 01nk Type d-h Level Concrete Top Unit And Bicycle Safe Grates 0605-2850each22.000 01nk Standard Inlet Box, Height < /= 10` 0605-2882each4.000 01nk Type d-h Inlet Box, Height < /= 10` 0605-3011each1.000 01nk Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0605-3021each2.000 01nk Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0608-0001lump Sum1.000 01**Nx Mobilization 0609-0004lump Sum1.000 31**Nx Inspector`s Field Office And Inspection Facilities, Type c 0609-0009lump Sum1.000 31**Nxstd Equipment Package 0610-7001linear Foot9,280.000 01**Nh2 4" Pavement Base Drain 0610-7400cubic Yard38.000 01nh2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0021linear Foot267.000 01**Nh2 4" Subsurface Drain Outlets 0615-0066each8.000 01**Nc1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1202each17.000 01nh Concrete End Sections For 18" Pipe 0616-1204each2.000 01nh Concrete End Sections For 24" Pipe 0616-1210each1.000 01nh Concrete End Sections For 48" Pipe 0619-0459each15.000 01**Nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010each4.000 02nj Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400each4.000 01nj Terminal Section, Single 0620-0503linear Foot7,205.000 01**Nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0575linear Foot200.000 01nj Guide Rail Element 0620-0873each2.000 01nj Buried-In-Backslope Terminal, Double Panel 0620-1600linear Foot9,750.000 01**Nj Type 31-s Guide Rail 0620-1625linear Foot100.000 01**Nj Type 31-Sc Guide Rail 4620-1625linear Foot50.000 01nyesjproj Type 31-Sc Guide Rail (Includes Rubrail) 0620-1670each4.000 01nj Type 31-Strong Post In-Line Anchor 0627-3019linear Foot1,380.000 01nj1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0627-3020linear Foot1,182.000 02nj1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3019linear Foot456.000 01nj1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0628-3020linear Foot1,182.000 02nj1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0630-0001linear Foot238.000 01**Nk Plain Cement Concrete Curb 0660-0001linear Foot12,149.000 01**Nf3 Milled Asphalt Pavement Centerline Rumble Strips Type 1 0660-0004linear Foot24,261.000 01**Nf3 Milled Asphalt Pavement Edgeline Rumble Strips 0676-0001square Yard13.000 02nk Cement Concrete Sidewalk 0677-0001cubic Yard163.000 01**Nc1, e Selected Material Surfacing 0680-0121square Yard153.000 11nk2, s1 Membrane Waterproofing System Installed On Other Surfaces 0686-0030lump Sum1.000 01**Nx Construction Surveying, Type b, Modified 0689-0003lump Sum1.000 01**Nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0001**Yx Internal Facilitation e0695-0002square Foot12.000 01nk Detectable Warning Surface, Cast Iron o0695-0003square Foot0.000 Nk Detectable Warning Surface, Polymer Concrete o0695-0004square Foot0.000 Nk Detectable Warning Surface, Polymer Composite 0696-0610each4.000 01**Nj1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610each3.000 01**Nj1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0022cubic Yard862.000 11nc1, h No. 8 Coarse Aggregate 0703-0024cubic Yard254.000 11nc1, h No. 2a Coarse Aggregate 0703-0025cubic Yard34.000 11nc1, h No. 57 Coarse Aggregate 0802-0001cubic Yard1,755.000 01nc1, m Topsoil Furnished And Placed 0804-0001pound30.000 01nm3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003pound1,549.000 01nm3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004pound336.000 01nm3 Seeding - Formula e, Including Mulch 0804-0006pound725.000 01nm3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0019pound52.000 01nm3 Seeding And Soil Supplements - Formula n 0805-0022ton3.000 01nm3 Mulching - Straw 0806-0111square Yard2,462.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2b 0806-0112square Yard27,531.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0113square Yard15,827.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 4806-0113square Yard708.000 01nyesm2proj Temporary Short-Term, Rolled Erosion Control Product, Type 2d (Natural Materials) 0806-0140square Yard28.000 01nm2 Permanent Rolled Erosion Control Product, Type 5a 0808-0140each334.000 01nm Live Stakes 0808-3033each6.000 01nm Sugar Maple - (2" Cal. b&b) 0808-3073each5.000 01nm Red Maple - (2" Cal. b&b) 0808-3131each6.000 01nm River Birch - (2" Cal. b&b) 0808-3350each30.000 01nm Willow Oak - (1" Cal. b&b) 0808-4090each72.000 01nm Silky Dogwood - (18" Ht. b.r.) 0808-4787each42.000 01nm Spicebush - (24" Ht. Container) 0808-7111each20.000 01nm Elderberry (18" Ht. b.r. Or Container) 0811-0003linear Foot3,071.000 01nj2, m Temporary Protective Fence 0849-0010each9.000 01nc1 Rock Construction Entrance 0850-0032cubic Yard84.000 01nc1 Rock, Class r-4 0850-0033cubic Yard58.000 01nc1 Rock, Class r-5 0850-0034cubic Yard18.000 01nc1 Rock, Class r-6 0850-0035cubic Yard62.000 01nc1 Rock, Class r-7 0855-0003each6.000 01nm2 Pumped Water Filter Bag 0855-0004each6.000 01nm2 Replacement Pumped Water Filter Bag 0860-0000each18.000 01nm2 Inlet Filter Bag For Type m Inlet 0860-0001each5.000 01nm2 Inlet Filter Bag For Type s Inlet 4860-0010each2.000 01nyesm2proj Concrete Block/Gravel Inlet Protection For Type m Inlet (Type d-h Inlet) 0867-0018linear Foot13,352.000 01nm2 Compost Filter Sock, 18" Diameter 0901-0001lump Sum1.000 01**Nqstd Maintenance And Protection Of Traffic During Construction 0901-0231day200.000 01nq Additional Warning Lights, Type b 0901-0240square Foot100.000 01nq, r Additional Traffic Control Signs 0901-0320linear Foot75,075.000 01**No 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0321linear Foot2,345.000 01**No 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330linear Foot75,350.000 01**No 4" Standard Pavement Markings, Paint & Beads, White 0901-0331linear Foot2,070.000 01**No 6" Standard Pavement Markings, Paint & Beads, White 0901-0334linear Foot26.000 02no 24" Standard Pavement Markings, Paint & Beads, White 0901-0461each3.000 01nq Full-Matrix Changeable Message Sign Without Telecommunications 0931-0001square Foot30.000 01**Nr Post Mounted Signs, Type b 0937-0105each28.000 01**Nj, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107each125.000 01**Nj, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114each153.000 01**Nj, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0320each96.000 01**Nr Flexible Delineator Post, Ground-Mount Type Gm-1, White Post With White Sheeting 0941-0001each36.000 01**Nr Reset Post Mounted Signs, Type b 0945-0001each16.000 01**Nr Reset Post Mounted Signs, Type f 0960-0127each2.000 01no2 White Hot Thermoplastic Legend, "Rr Crossing", 6` - 6", 12` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0962-1000linear Foot49,110.000 01**No 4" White Waterborne Pavement Markings 0962-1005linear Foot39,788.000 01**No 4" Yellow Waterborne Pavement Markings 0963-0004linear Foot10,400.000 01**No2, o3 4" Pavement Marking Removal 0964-0021linear Foot36.000 01**No 24" White Epoxy Pavement Markings 0971-0001each3.000 01**Nr Remove Post Mounted Signs, Type b 1001-1080cubic Yard14.000 11ns2 Class Aa Cement Concrete 1001-1120cubic Yard38.000 11ns2 Class a Cement Concrete 1001-1140cubic Yard4.000 11nk Class c Cement Concrete 1002-0053pound3,495.000 11ns7 Reinforcement Bars, Epoxy Coated 1002-0138each40.000 11ns7 Mechanical Splice System For No. 4 Reinforcement Bars, Epoxy Coated 1002-0220pound176.000 11ns7 Stainless Steel Reinforcement Bars 1018-0001lump Sum1.000 12nt1std Removal Of Existing Bridge 1018-0050lump Sum1.000 11nt1std Removal Of Portion Of Existing Bridge 1019-0050square Yard47.000 11nk2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 5090-1017linear Foot68.000 21nyest5std Neoprene Strip Seal Gland Replacement (3" Movement) 1999-0000hour1,000.000 01nzstd Trainees For Projects 100% State Funded e8510-0001lump Sum1.000 12ns4std Box Culvert, As Designed,s-38795 a1002-0001pound394.000 12ns7 Reinforcement Bars a1002-0053pound501.000 12ns7 Reinforcement Bars, Epoxy Coated o8520-0001lump Sum1.000 Ns4std Cast-In-Place Reinforced Concrete Box Culvert 9000-0010square Yard61.000 01ne, Fstd Paved Drives 9000-0011lump Sum1.000 11nc1, s5proj Permanent Excavation Support And Protection System 9000-0014cubic Yard6.000 01ngproj Paved Concrete Drive Modified 9000-0100each4.000 01nc1, m2proj Single Log Deflector 9000-0101cubic Yard115.000 01nc1proj Stockpiling And Placing Native Streambed Material 9000-0161linear Foot253.000 11ns2, s4proj Precast Concrete Slabs, 48" x 16 1/2" 9000-0162linear Foot92.000 11ns2, s4proj Precast Concrete Slabs, 36" x 16 1/2" 9000-0260each2.000 11ns2, s4proj Precast Concrete l-Wall 9000-0304each24.000 11ns2std Adhesive Anchors, No. 4 Bar, Epoxy Coated 9000-0305each112.000 11ns2std Adhesive Anchors, No. 5 Bar, Epoxy Coated 9000-0340square Yard522.000 21ns9std Epoxy-Based Surface Treatment For Bridge Decks 9000-0368ton246.000 11nc1proj Selected Borrow Excavation Rock, Class r-8 (Grouted) 9000-1000cubic Yard955.000 01nc1, m2proj Amended Soil Mix 9000-1003each30.000 11ns2proj Dowel Holes, 9" Depth 9000-1200linear Foot655.000 01nm2proj Weighted Sediment Filter Tubes 9000-1201each6.000 01nc1, m2proj Temporary Pump Bypass System 9000-1235pound10.000 01nm3proj Wetland Restoration Seed Mix 9000-5000linear Foot1,367.000 01nc1, m2std Temporary Cofferdam 9000-5500square Foot4,113.000 01nc1, s5proj Temporary Shoring Of Railroad Embankment For Drainage Inlets 9000-5600linear Foot31.000 01nc1proj Casing Pipe For Utility Pole Relocations 9203-0101lump Sum1.000 11nc1, s5std Temporary Excavation Support And Protection System 9203-0102lump Sum1.000 12nc1, s5std Temporary Excavation Support And Protection System 9203-0103lump Sum1.000 01nc1, s5std Temporary Excavation Support And Protection System 9203-0201lump Sum1.000 11nc1, s5proj Temporary Headwall

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.