Similar Projects
| Last Updated | 05/10/2019 06:03 AM |
| Project Title | Mud Pike Road Improvements |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Somerset County) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Paving/Reconstruction |
| Contracting Method | Competitive Bids. |
| Project Status | Results |
| Bids Due | View project details and contacts |
| Estimated Value | $10,000,000 to $12,499,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Rehabilitation And Reconstruction Of The Existing Roadway Of Sr 3010 (Mud Pike Rd) And Sr 2031 (Garrett Shortcut Rd) And The Construction Of a Left Turn Lane On Sr 2047 (Berlin Plan Road). Sr 2031 (Garrett Shortcut) Will Be Re-Constructed On a New Alignment To Provide Adequate Sight Distance At The Intersection Of Mud Pike Rd And Garrett Shortcut Rd. The Scope Of Work Will Also Include The Replacement Of The Existing r.c Composite Deck/Steel i Beam Bridge Over Millers Run Which Will Be Replaced With a Prestressed Concrete Spread Box Beam Bridge. Also Included Is The Replacement Of The Existing 1-Span Reinforced Concrete Slab Bridge With a Single Cell Reinforced Concrete Box Culvert Carrying Tubs Run. Two Sub-Standard Vertical Curves At Segment 0280 And Segment 0300 Will Be Corrected As Part Of The Scope Of Work For Mud Pike Rd. a Corrugated Metal Pipe Conveying Flow To An Unnamed Tributary To Tub Run Will Be Replaced And Placed Under Fill In Segment 0300 As Part Of The Vertical Curve Construction. This Project Will Also Include Drainage, Guide Rail, Signing And Traffic Signal Upgrades, Wetland Mitigation, Stream Relocation And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 3010, Section 004, In Somerset County, Brothersvalley Township At The Locations Indicated On The Plan. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0202-0001 Lump Sum 1.000 01 n b Demolition 0202-0002 Lump Sum 1.000 01 n b Demolition 0202-0003 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 35,554.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 12,153.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 9,579.000 01 n c1, h Class 2 Excavation 0204-0100 Cubic Yard 80.000 03 n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 4,978.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 72,633.000 01 n c1 Foreign Borrow Excavation 0205-0263 Cubic Yard 600.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0264 Cubic Yard 4,596.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 4205-0268 Cubic Yard 37.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-8 Choked With r-4 Placed With Flowable Backfill 0206-0010 Ton 2,293.000 01 n c1 Select Granular Material (2rc) 0212-0014 Square Yard 65,965.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 17,570.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0220-0020 Cubic Yard 10.000 01 n k1 Flowable Backfill, Type c 0311-0320 Square Yard 15,709.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0325 Square Yard 29,581.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 5 1/2" Depth 0311-0326 Square Yard 5,329.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0311-0332 Square Yard 5,970.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 9" Depth 0311-0337 Ton 194.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0316-0337 Ton 105.000 01 n f Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0104 Square Yard 517.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 74,096.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 6,188.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0110 Square Yard 469.000 01 n c, e Subbase 10" Depth (No. 2a) 0350-0121 Ton 116.000 01 n c, e Subbase (No. 2a) 0405-0001 Dollar 8,000.000 $1.00 $8,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-0482 Square Yard 11,770.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-0483 Square Yard 6,400.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0411-0495 Ton 82.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-1495 Ton 5,958.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-4483 Square Yard 65,472.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0411-6450 Square Yard 19,270.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-7470 Ton 3,987.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 200,649.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 11,817.000 01 n f4 Bituminous Prime Coat 0491-0019 Square Yard 6,850.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 13.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth e 0601-0312 Linear Foot 148.000 01 n h 15" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-7308 Linear Foot 148.000 01 n h 15" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill e 0601-0313 Linear Foot 4,725.000 01 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-7313 Linear Foot 4,725.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill e 0601-0314 Linear Foot 400.000 01 n h 21" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-7321 Linear Foot 400.000 01 n h 21" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill e 0601-0315 Linear Foot 770.000 01 n h 24" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-7328 Linear Foot 770.000 01 n h 24" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill e 0601-0316 Linear Foot 48.000 01 n h 27" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-7336 Linear Foot 48.000 01 n h 27" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill e 0601-0317 Linear Foot 50.000 01 n h 30" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-7342 Linear Foot 50.000 01 n h 30" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill 0601-6425 Linear Foot 44.000 01 n h 38" x 60" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Horizontal, 7' - 3', 100 Year Design Life 0605-2401 Set 2.000 01 n k Manhole Frame And Cover 0605-2600 Each 3.000 01 n k Type d Endwall 0605-2610 Each 6.000 01 n k Type d-e Endwall 0605-2620 Each 11.000 01 n k Type d-w Endwall 0605-2731 Set 10.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 14.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2761 Set 9.000 01 n k Type d-h Level Concrete Top Unit And Bicycle Safe Grates 0605-2850 Each 23.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2854 Each 1.000 01 n k Type 4 Inlet Box, Height < /= 10' 0605-2882 Each 9.000 01 n k Type d-h Inlet Box, Height < /= 10' 0605-3010 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height < /=5' 0605-3011 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >5' And < /= 10' 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0006 Lump Sum 1.000 05 n x Inspector's Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0610-0002 Linear Foot 1,450.000 01 n h2 6" Pipe Underdrain Type i Backfill 0610-0004 Linear Foot 415.000 01 n h2 10" Pipe Underdrain, Type i Backfill 4610-7002 Linear Foot 37,634.000 01 n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0615-0022 Linear Foot 555.000 01 n h2 6" Subsurface Drain Outlets 0615-0024 Linear Foot 6.000 01 n h2 10" Subsurface Drain Outlets 0615-0066 Each 42.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker e 0616-1251 Each 3.000 01 n h Thermoplastic End Section For 15" Pipe o 0616-1201 Each 3.000 01 n h Concrete End Sections For 15" Pipe e 0616-1252 Each 51.000 01 n h Thermoplastic End Section For 18" Pipe o 0616-1202 Each 51.000 01 n h Concrete End Sections For 18" Pipe e 0616-1253 Each 7.000 01 n h Thermoplastic End Section For 21" Pipe o 0616-1203 Each 7.000 01 n h Concrete End Sections For 21" Pipe e 0616-1254 Each 6.000 01 n h Thermoplastic End Section For 24" Pipe o 0616-1204 Each 6.000 01 n h Concrete End Sections For 24" Pipe e 0616-1255 Each 2.000 01 n h Thermoplastic End Section For 27" Pipe o 0616-1205 Each 2.000 01 n h Concrete End Sections For 27" Pipe e 0616-1256 Each 1.000 01 n h Thermoplastic End Section For 30" Pipe o 0616-1206 Each 1.000 01 n h Concrete End Sections For 30" Pipe 0619-0459 Each 8.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 24.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 2,525.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 3,975.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 1,900.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0620-1650 Each 3.000 01 n j Type 31-Strong Post End Treatment 0620-1670 Each 22.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 896.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0628-3020 Linear Foot 540.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 4660-0001 Linear Foot 24,381.000 01 n Req f3 Std Milled Centerline Rumble Strips 4660-0002 Linear Foot 48,554.000 01 n Req f3 Std Milled Edgeline Rumble Strips 0677-0001 Cubic Yard 393.000 01 n c1, e Selected Material Surfacing 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0686-0051 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 01 y x Semi-Formal Facilitation 0696-0639 Each 4.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0697-0639 Each 2.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0703-0020 Cubic Yard 270.000 01 n c1, h No. 1 Coarse Aggregate 0703-0022 Cubic Yard 80.000 03 n c1, h No. 8 Coarse Aggregate 0703-0026 Cubic Yard 3.000 01 n c1, h No. 3 Coarse Aggregate 0802-0001 Cubic Yard 636.000 01 n c1, m Topsoil Furnished And Placed 4802-0001 Cubic Yard 414.000 01 n Yes c1, m Proj Topsoil Furnished And Placed For Wetland Mitigation Site 0803-0001 Cubic Yard 892.000 01 n c1, m Placing Stockpiled Topsoil 0804-0005 Pound 100.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0804-0011 Pound 58.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 1,687.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 119.000 01 n m3 Seeding - Formula e 0805-0022 Ton 6.000 01 n m3 Mulching - Straw 0806-0113 Square Yard 29,855.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 4806-0113 Square Yard 740.000 01 n Yes m2 Proj Temporary Short-Term, Rolled Erosion Control Product, Type 2d Organic 0806-0140 Square Yard 11,783.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 4808-0100 Each 55.000 01 n Yes m Proj Tree Swamp White Oak, 5' Ht., #5 Container 4808-0101 Each 61.000 01 n Yes m Proj Tree Black Willow, 5' Ht., #5 Container 4808-0120 Each 36.000 01 n Yes m Proj Shrub Gray Dogwood, 3' Ht., #3 Container 4808-0121 Each 36.000 01 n Yes m Proj Shrub Brookside Alder, 3' Ht., #3 Container 0808-3842 Each 5.000 01 n m White Pine - (5' Ht. b&b) 0811-0003 Linear Foot 3,038.000 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 15.000 01 n c1 Rock, Class r-4 0850-0032 Cubic Yard 131.000 01 n c1 Rock, Class r-4 0850-0033 Cubic Yard 16.000 01 n c1 Rock, Class r-5 0850-0034 Cubic Yard 35.000 01 n c1 Rock, Class r-6 0855-0003 Each 7.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 7.000 01 n m2 Replacement Pumped Water Filter Bag 4860-0020 Each 21.000 01 n Yes m2 Proj Pipe/Gravel Inlet Protection For Type m Inlet Including Compost 0867-0012 Linear Foot 2,054.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 839.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 6,965.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 4,925.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 24.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 5.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications e 0931-0001 Square Foot 243.000 01 n r Post Mounted Signs, Type b o 9931-0001 Square Foot 243.000 01 n r Std Post Mounted Signs, Type b, Expanded Foam Backfill e 0931-0003 Square Foot 19.000 01 n r Post Mounted Signs, Type b, Steel Square Post o 9931-0003 Square Foot 19.000 01 n r Std Post Mounted Signs, Type b, Steel Square Post, Expanded Foam Backfill e 0932-0001 Square Foot 100.000 01 n r Post Mounted Signs, Type c o 9932-0001 Square Foot 100.000 01 n r Std Post Mounted Signs, Type c, Expanded Foam Backfill 0935-0001 Square Foot 46.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 44.000 02 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0107 Each 11.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0113 Each 111.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0214 Each 60.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/o) 0941-0001 Each 7.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type f 0951-4550 Each 4.000 02 n p Traffic Signal Support, Strain Pole, 6,000 Pounds Design Tension 0952-2052 Each 1.000 02 n p Controller Assembly, Solid State Flasher, Dual Circuit, Type Ii Mounting 0954-0014 Linear Foot 45.000 01 n p8 4 Inch Conduit 0954-0202 Linear Foot 600.000 02 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0402 Each 1.000 02 n p8 Electrical Service, Type b 4955-3206 Each 8.000 02 n Yes p Proj Vehicular Signal Head, One 12" Section (Led), Incandescent Look With Reflective Backplates 0962-1000 Linear Foot 146,532.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 146,286.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 3,415.000 01 n o2, o3 Pavement Marking Removal 0964-0022 Linear Foot 390.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0224 Each 3.000 01 n o3 White Epoxy Legend, "Left Arrow", 12' - 0" x 3' - 0" 0971-0001 Each 5.000 01 n r Remove Post Mounted Signs, Type b 0972-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type c 0975-0001 Each 5.000 01 n r Remove Post Mounted Signs, Type f 1018-0001 Lump Sum 1.000 01 n t1 Std Removal Of Existing Bridge 1018-0002 Lump Sum 1.000 01 n t1 Std Removal Of Existing Bridge 1019-0050 Square Yard 418.000 04 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1999-0000 Hour 2,000.000 01 n z Std Trainees For Projects 100% State Funded e 8010-0001 Lump Sum 1.000 04 n Yes s1 Std Bridge Structure, As Designed, s-36278 a 1002-0053 Pound 50,209.000 04 n s7 Reinforcement Bars, Epoxy Coated a 5005-1109 Linear Foot 132.000 04 n Yes u Proj Steel Beam Bearing Piles, Hp12x63 Galvanized a 1005-1210 Each 8.000 04 n u Steel Beam (Normal Duty) Pile Tip Reinforcement, Hp 12x63 o 8000-0001 Lump Sum 1.000 04 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 04 n s1 Std Steel Bridge Structure e 8510-0001 Lump Sum 1.000 03 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-36447 a 1002-0053 Pound 1,151.000 03 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 03 n s4 Std Precast Concrete Box Culvert o 8520-0001 Lump Sum 1.000 03 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0002 Each 6.000 01 n m2 Std Concrete Washout 9000-0005 Each 5.000 01 n x Std Utility Test Hole 9000-0015 Linear Foot 1,132.000 01 n j2 Std Remove Livestock Fence 9000-0016 Linear Foot 1,118.000 01 n j2 Std Livestock Fence 9000-0017 Each 10.000 01 n x Std Wash Rack 9000-0018 Lump Sum 1.000 01 n x Std Seismograph 9000-0019 Lump Sum 1.000 01 n x Std Pre-Construction Inspection 9000-0051 Cubic Yard 1,430.000 01 n c1, m2 Proj Wetland Soil, Stockpiled And Placed 9000-0052 Cubic Yard 414.000 01 n m, m3 Proj Leaf Mulch, Furnished And Placed 9000-0053 Each 1.000 01 n m2 Proj Clay Block 9000-0054 Each 2.000 01 n x Proj Bluebird Nest Box 9000-0055 Pound 26.000 01 n m3 Proj Seeding And Soil Supplements-Wetland Mix, Including Mulch 9000-0056 Lump Sum 1.000 01 n x Proj Wetland Mitigation Site As-Built Survey, Drawings & Certification 9000-0057 Cubic Yard 1,230.000 01 n c1 Proj Impervious Material 9000-0058 Square Yard 3,717.000 01 n c1 Proj Subsoil Compaction 9000-0070 Linear Foot 114.000 01 n m2 Proj Compost Filter Sock, Stacked 9000-0076 Linear Foot 146.000 01 n h Proj 15" Temporary Pipe 9000-0077 Linear Foot 176.000 01 n h Proj 24" Temporary Pipe 9000-0079 Linear Foot 95.000 01 n h Proj 60" Temporary Corrugated Metal Pipe 9000-0080 Each 10.000 01 n m2 Proj Pipe/Gravel Inlet Protection For Type d-h Inlet Including Compost 9000-0081 Linear Foot 247.000 01 n m2 Proj Weighted Sediment Filter Tube 9000-0082 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Channel Bypass 9000-0083 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Cofferdam #1 9000-0084 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Cofferdam #2 9000-0085 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Cofferdam #3 9000-0086 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Cofferdam #4 9000-0087 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Cofferdam #5 9000-0088 Cubic Yard 2,199.000 01 n m2 Proj Amended Soil 9000-0089 Lump Sum 1.000 01 n c1 Proj Stream Relocation 9000-0090 Linear Foot 192.000 01 n h Proj 66" Reinforced Concrete Pipe, Type a, >30' Fill, 100 Year Design Life 9000-0091 Each 294.000 01 n x Proj Testing Of Private Water Supplies 9000-0092 Lump Sum 1.000 01 n x Proj Scm As-Built Survey, Drawings & Certification 9000-0093 Lump Sum 1.000 01 n x Proj Stream Relocation As-Built Survey, Drawings & Certification 9000-1045 Each 46.000 01 n x Proj Temporary Mailbox Reset 9000-6174 Dollar 40,947.000 $1.00 $40,947.00 01 y f Std Superpave Pwt Incentive 9000-7102 Each 2.000 04 n x Std Dynamic Pile Load Testing 9203-0101 Lump Sum 1.000 04 n c1, s5 Std Temporary Excavation Support And Protection System | ||||||||||
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