SR 3007 Over Little Wapwallopen Creek

For The Improvement Of Certain Section Of Highways And Bridges In Luzerne County, Slocum Township, Commonwealth Of Pennsylvania, State Route 3007, Section d50. The Proposed Project Involves The Replacement Of The Existing Structure Carrying s.r. 3007 (Blue Ridge Trail) Section d50 Over Little Wapwallopen Creek In Slocum Township, Luzerne County. As Currently Proposed The Replacement Efforts For This Project Will Consist Of Online Replacement Of The Existing Bridge Structure. The Horizontal Geometry Will Match The Existing Horizontal Geometry While The Vertical Geometry Will Closely Match The Existing Profile Of The Roadway. The Existing Structure Consists Of a Reinforced Concrete Box Culvert With Concrete Wingwalls Beneath Fill And a Bituminous Overlay, Which Will Be Replace With a 12’ 0” x 9’ 6” Cast-In-Place Concrete Box Culvert With Cast-In-Place Concrete Wingwalls. The Approach Roadway Work Includes Roadway Widths To Taper Back From Being Full-Width At The Culvert Locations To The Existing Widths At The Project Tie-Ins. Guiderail Updates Will Include Replacement Of The Guiderails Throughout The Entire Length Of The Project And New Signage Will Be Installed. To Restore The Toe Slope Of The Roadway And To Minimize Wetland Impacts The Slopes Of The Roadway Will Be Rock Lined At Approximately The Same Location. Maintenance And Protection Of Traffic During Project Construction Is To Consist Of a Planned Detour. All Work Contained Within An Overall Length Of 605 Linear Feet (0.115 Miles) As Indicated On The Approved Drawings Included In The Bid Package. 0201-0001 lump sum 1.000 01 n a clearing and grubbing 0203-0001 cubic yard 4,790.000 01 n c class 1 excavation 0205-0263 cubic yard 2,461.000 01 n c1 selected borrow excavation rock, class r-3 0205-0264 cubic yard 1,439.000 01 n c1 selected borrow excavation rock, class r-4 0212-0001 linear foot 125.000 01 n c3, h, m2 geotextile, class 1 0212-0014 square yard 5,571.000 01 n c3, h, m2 geotextile, class 4, type a 0313-0320 square yard 1,476.000 01 n e superpave asphalt mixture design, base course, pg 64s-22, < 0.3 million esals, 25.0 mm mix, 3" depth 0350-0106 square yard 1,731.000 01 n c, e subbase 6" depth (no. 2a) 0350-0120 cubic yard 50.000 01 n c, e subbase (no. 2a) 0413-0195 square yard 1,476.000 01 n f superpave asphalt mixture design, wearing course, pg 64s-22, < 0.3 million esals, 9.5 mm mix, 1 1/2" depth, srl-l 0413-6035 square yard 1,476.000 01 n f superpave asphalt mixture design, binder course, pg 64s-22, < 0.3 million esals, 19.0 mm mix, 2 1/2" depth 0413-9999 dollar 5,000.000 $1.00 $5,000.00 01 y x percent within limits (pwl) lot incentive/disincentive 0460-0001 square yard 2,952.000 01 n f4 asphalt tack coat 0601-0399 linear foot 14.000 01 n h 36" corrugated polyethylene (pe) culvert pipe, group v, 7'-2.5' fill 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 0610-7002 linear foot 125.000 01 n h2 6" pavement base drain 0615-0022 linear foot 10.000 01 n h2 6" subsurface drain outlets 0615-0040 each 1.000 01 n h2 subsurface drain outlet endwall 0615-0066 each 1.000 01 n c1, h2, r 66" red subsurface drain outlet marker 0619-0459 each 3.000 01 n j1, j3 permanent impact attenuating device, type ii, test level 3, tangent (mash) 0620-0400 each 1.000 01 n j terminal section, single 0620-0503 linear foot 1,114.000 01 n c1, j remove existing guide rail (contractor's property) 0620-1600 linear foot 950.000 01 n j type 31-s guide rail 0660-0001 linear foot 475.000 01 n f3 milled asphalt pavement centerline rumble strips type 1 0686-0050 lump sum 1.000 01 n x construction surveying, type d 0689-0005 lump sum 1.000 03 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 32.000 01 n c1, h no. 1 coarse aggregate 0703-0024 cubic yard 936.000 01 n c1, h no. 2a coarse aggregate 0804-0013 pound 15.000 01 n m3 seeding and soil supplements - formula d 0804-0021 pound 5.000 01 n m3 seeding and soil supplements - formula w 0808-3070 each 22.000 01 n m red maple - (6' ht., branched, b.r.) 0808-4091 each 22.000 01 n m silky dogwood - (2' ht. b.r.) 0810-0023 lump sum 1.000 01 n m1 tree trimming to a max height of 20' 0810-0052 each 8.000 01 n a, m1 selective tree removal 0811-0003 linear foot 431.000 01 n j2, m temporary protective fence 0845-0001 dollar 5,000.000 $1.00 $5,000.00 01 y m2 unforeseen water pollution control 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 315.000 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 5.000 01 n q additional warning lights, type b 0901-0240 square foot 61.000 01 n q, r additional traffic control signs 0937-0107 each 18.000 01 n j, r guide rail mounted delineator type b, (w/w) 0937-0114 each 18.000 01 n j, r guide rail mounted delineator type d, (w/w) 0937-0332 each 4.000 01 n r flexible delineator post, ground-mount type gm-2, white post with white/white sheeting 0962-1000 linear foot 950.000 01 n o 4" white waterborne pavement markings 0962-1005 linear foot 950.000 01 n o 4" yellow waterborne pavement markings 1018-0001 lump sum 1.000 01 n t1 proj removal of existing bridge e 8520-0001 lump sum 1.000 02 n yes s4 std cast-in-place reinforced concrete box culvert, as designed, s-38313 a 1002-0053 pound 33,083.000 02 n s7 reinforcement bars, epoxy coated o 8510-0001 lump sum 1.000 02 n s4 std precast reinforced concrete box culvert o 8520-0002 lump sum 1.000 02 n s4 std alternate cast-in-place culvert 9000-0001 cubic yard 63.000 01 n c1 proj stored and placed streambed material 9000-0003 lump sum 1.000 01 n m2 proj temporary stream diversion ditch system 9000-0004 cubic yard 140.000 02 n c1 proj overexcavation and backfill of unsuitable material 9000-0005 linear foot 230.000 01 n m2 proj cofferdam alternate 9000-0006 linear foot 288.000 01 n m2 proj relocate cofferam alternate 9000-0008 cubic yard 195.000 01 n c1 proj stored and placed wetland soils 9000-0267 cubic yard 46.000 01 n c1 proj selected borrow excavation rock, class r-7, choked with streambed material

Bridge, New Construction.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.