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Last Updated 05/11/2022 07:25 AM
Project Title

Csvt Southern Section

Physical Address View project details and contacts
City, State (County) PA   (Snyder 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 $100,000,000 to $124,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

Earthwork excavation and grading, new bridge structures and several culvert, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 15, SECTION 88D, in UNION and SNYDER COUNTIES in MONROE TOWNSHIP, PENN TOWNSHIP and SHAMOKIN DAM BOROUGH from approximately 2.0 miles north of SR 35 at Station 514+00.00 to approximately 5.7 miles south of Montandon at Station 879+00.00. Altitemunit Of Measurequantityunit Priceitem Totalfcpdpmod Descciswccspec Provaction 0201-0001lump Sum1.000 01nastd Clearing And Grubbing 0202-0003lump Sum1.000 01nbproj Demolition 0202-0004lump Sum1.000 01nbproj Demolition 0202-0005lump Sum1.000 01nbproj Demolition 0202-0006lump Sum1.000 01nbproj Demolition 0202-0007lump Sum1.000 01nbproj Demolition 0202-0011lump Sum1.000 01nbproj Demolition 0202-0012lump Sum1.000 01nbproj Demolition 0202-0013lump Sum1.000 01nbproj Demolition 0202-0014lump Sum1.000 01nbproj Demolition 0202-0015lump Sum1.000 01nbproj Demolition 0202-0016lump Sum1.000 01nbproj Demolition 0202-0017lump Sum1.000 01nbproj Demolition 0202-0018lump Sum1.000 01nbproj Demolition 0202-0019lump Sum1.000 01nbproj Demolition 0202-0020lump Sum1.000 01nbproj Demolition 0202-0050lump Sum1.000 01nbproj Demolition 0202-0051lump Sum1.000 02nbproj Demolition 0202-0122dollar8,000.000$1.00$8,000.0001yx Utility Disconnection/Reconnection 0203-0001cubic Yard4,474,114.000 01**Nc Class 1 Excavation 0203-0003cubic Yard34,819.000 01**Nc1 Class 1a Excavation 0203-0005cubic Yard4,221.000 01nc1 Class 1c Excavation 0203-0006linear Foot2,153.000 01**Ng4 Saw Cutting 0204-0001cubic Yard109,861.000 01**Nc1, h Class 2 Excavation 0204-0150cubic Yard1,765.000 01**Nc1, h, s Class 4 Excavation 0205-0001cubic Yard181,626.000 01nc1 Common Borrow Excavation 4205-0200cubic Yard234,950.000 01**Nyesc1proj Selected Borrow Excavation (Durable Rock) 0205-0264cubic Yard4,197.000 01**Nc1std Selected Borrow Excavation Rock, Class r-4 4205-0264cubic Yard120.000 01**Nyesc1proj Selected Borrow Excavation Rock, Class r-4 (Choked With Stream Material) 4205-0265cubic Yard30.000 01**Nyesc1proj Selected Borrow Excavation Rock, Class r-5 (Choked With Stream Material) 4205-0266cubic Yard49.000 01**Nyesc1proj Selected Borrow Excavation Rock, Class r-6 (Choked With Stream Material) 4205-0267cubic Yard130.000 01nyesc1proj Selected Borrow Excavation Rock, Class r-7 (Choked With Stream Material) 4205-0268cubic Yard833.000 11**Nyesc1std Selected Borrow Excavation Rock, Class r-8 (Choked With Rock, Class r-4) 0205-0281cubic Yard11,185.000 01**Nc1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0285cubic Yard1,096.000 01**Nc1 Selected Borrow Excavation, Coarse Aggregate, No. 57 4205-0285cubic Yard4,044.000 01nyesc1proj Selected Borrow Excavation, Coarse Aggregate, No. 57 (Min Cce Of 85%) 0205-0288cubic Yard348.000 20nc1 Selected Borrow Excavation, Coarse Aggregate, No. 8 0206-0010ton18,126.000 01**Nc1 Select Granular Material (2rc) 0212-0001linear Foot31,842.000 01**Nc3, h, m2 Geotextile, Class 1 0212-0014square Yard227,536.000 01**Nc3, h, m2 Geotextile, Class 4, Type a 0212-0016square Yard72,270.000 01**Nc3, h, m2 Geotextile, Class 4, Type c 0220-0010cubic Yard49.000 20nk1 Flowable Backfill, Type b 0220-0020cubic Yard44.000 01**Nk1 Flowable Backfill, Type c 4223-0004square Foot9,341.000 01nyesm2proj Geosynthetic Reinforced Soil Slope, Type d (Contractor Design) e0303-0001square Yard5,039.000 01ne Cement Treated Permeable Base Course, 4" Depth o0360-0001square Yard5,039.000 01ne Asphalt Treated Permeable Base Course, 4" Depth 0313-0322square Yard20,447.000 01**Ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0326square Yard8,327.000 01**Ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0313-0337ton1,226.000 02ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0313-0422square Yard1,228.000 02ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0316-0437ton12.000 02ne, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0104square Yard5,039.000 01nc, e Subbase 4" Depth (No. 2a) 0350-0106square Yard30,151.000 01**Nc, e Subbase 6" Depth (No. 2a) 0350-0108square Yard2,501.000 01nc, e Subbase 8" Depth (No. 2a) 0350-0120cubic Yard130.000 20nc, e Subbase (No. 2a) 0350-0121ton11,596.000 01**Nc, e Subbase (No. 2a) 0413-0193square Yard9,877.000 01**Nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-0195square Yard7,719.000 01**Nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-0245square Yard8,768.000 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-h 0413-0246square Yard1,626.000 02nf 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 0413-0248square Yard6,319.000 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-l 0413-1019ton111.000 02nf Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1024ton83.000 02nf Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-3245ton610.000 02nf Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-6035square Yard2,513.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6045square Yard13,638.000 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 0413-6047ton733.000 02nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0004gallon3,881.000 01**Nf4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002gallon1,146.000 02nf4 Asphalt Prime Coat 0491-0021square Yard1,847.000 02nf3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0501-0020square Yard521.000 01**Ng, g1, k Plain 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9000-0221each10.000 01**Nkproj Temporary Inlet Cap 9000-0222cubic Yard97.000 02nc1, Mproj Amended Soil Mix 9000-0223each21.000 01**Nkproj Temporary Inlet 9000-0375lump Sum1.000 01ns1std Temporary Bridge (Stetler Avenue) 9000-0376lump Sum1.000 01ns1std Temporary Bridge (11th Avenue) 9000-0610each1.000 02nkproj Type d Endwall For 71" x 47" Corrugated Metal Pipe Arch 9000-0611each1.000 02nkproj Type d-w Endwall For 71" x 47" Corrugated Metal Pipe Arch 9000-0612each1.000 01nkproj Type d Endwall For 77" x 52" Corrugated Metal Pipe Arch Outlet 9000-0613each1.000 01nkproj Type d Endwall For 77" x 52" Corrugated Metal Pipe Arch Inlet 9000-0614each1.000 02nkproj Type d-w Endwall For 66" Corrugated Metal Pipe 9000-0615each1.000 02nkproj Type d Endwall For 66" Pipe 9000-0641each1.000 01nkproj Type d-w Endwall For 84" Pipe 9000-0642each1.000 01nkproj Type d Endwall For 84" Pipe 9000-1001lump Sum1.000 22nzzproj Install 8" Steel Gas Main By Horizontal Directional Drill (Hdd) 9000-1002linear Foot300.000 22nzzproj Install 8" Steel Gas Main By Direct Burial 9000-1003lump Sum1.000 22nzzproj Install 8" Steel Mechanical Tie-Ins 9000-1004lump Sum1.000 22nzzproj Gas Main Testing And Start-Up 9000-1005lump Sum1.000 22nzzproj Corrosion Protection Work 9000-1006linear Foot2,207.000 20nhproj Ductile Iron Water Main 9000-1008linear Foot2,207.000 20nhproj Water Main Disinfection And Testing 9000-1009linear Foot245.000 20nhproj Steel Casing Pipe 9000-1010each4.000 20nhproj Stainless Steel Tapping Sleeves And Valves 9000-1011each4.000 20nhproj Inserted Valves 9000-1012each6.000 20nhproj Trench Plugs 9000-1013linear Foot1,618.000 21nhproj 8" Dip Cl 52 Water Main 9000-1014linear Foot332.000 21nhproj 20" Steel Casing Pipe 9000-1015linear Foot11.000 21nhproj 6" Fire Hydrant Lead Pipe 9000-1016each3.000 21nhproj 8" Gate Valve With Valve Box 9000-1017each2.000 21nhproj 6" Gate Valve With Valve Box 9000-1018each1.000 21nh, Kproj Air Release Valve And Manhole 9000-1019each3.000 21nhproj Abandonment Of Existing Water Pipeline 9000-1020each1.000 21nhproj Cut And Cap Existing Water Pipeline 9000-1021lump Sum1.000 21nzzproj Demolition Of Existing Facilities For Aqua Pa, Inc. 9000-1022each2.000 21nhproj Fire Hydrant 9000-1023lump Sum1.000 21nzzproj Record Drawings 9000-1024linear Foot1,761.000 01**Nzzproj 4" Dr 17 Hdpe Utility Sleeve 9000-1025linear Foot587.000 01**Nzzproj 12" Dr 17 Hdpe Utility Sleeve 9000-1026linear Foot335.000 01nzzproj 24" Dr 17 Hdpe Utility Sleeve 9000-2000dollar120,000.000$1.00$120,000.0003yb1proj Hazardous Material/Asbestos Inspection And Testing 9000-2001dollar240,000.000$1.00$240,000.0003yb1proj Hazardous Material/Asbestos Abatement And Removal 9000-2145each1.000 01npproj Traffic Signal Support Twin, Twin Mast Arm 45' And 35' Mast Arm With Luminaire Arm (30' Mounting Height) 9000-8020each8.000 02npproj Led Luminaire, Arm Mount 9212-0101square Yard40,467.000 01**Nm, m2std Geosynthetic Clay Liner

Details

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.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents