Last Updated 02/06/2021 02:06 AM
Project Title

The Grading, Drainage, Construction of A Concrete Box Bridge and Paving on U.S. 127 (S.R. 28) From North of I-40 (L.M. 17.81) to Near Potato Farm Road (L.M. 22.68)

Physical Address View project details and contacts
City, State (County) TN 38571   (Cumberland 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
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

105-01 Construction Stakes, Lines And Grades (1) Ls 201-01 Clearing And Grubbing (1) Ls 202-02.20 Removal Of Pipe (Size ,Sta.) 38.000 l.f. 202-04.01 Removal Of Structures (Description, Sta.) (Catch Basins, See Table) (1) Ls 202-04.50 Removal Of Structures (Description, Sta.) (16'x8' Rcb, Sta. 136+27.86) (1) Ls 202-06.01 Removal Of Buildings (Tract No.) (Tract No. 077) (1) Ls 202-06.02 Removal Of Buildings (Tract No.) (Tract No. 085-s) (1) Ls 202-06.03 Removal Of Buildings (Tract No.) (Tract No. 210) (1) Ls 202-06.04 Removal Of Buildings (Tract No.) (Tract No. 211) (1) Ls 202-06.05 Removal Of Buildings (Tract No.) (Tract No. 214) (1) Ls 202-13 Water Well Abandonment 6.000 Each 203-01 Road & Drainage Excavation (Unclassified) 485,689.000 c.y. 203-02.01 Borrow Excavation (Graded Solid Rock) 93,903.000 Ton 203-04 Placing And Spreading Topsoil 9,000.000 c.y. 203-05 Undercutting 7,345.000 c.y. 203-15.03 Compacted Clay 300.000 c.y. 204-08 Foundation Fill Material 34.000 c.y. 204-08.01 Backfill Material (Flowable Fill) 778.000 c.y. 209-02.05 12" Temporary Slope Drain 428.000 l.f. 209-02.07 18" Temporary Slope Drain 742.000 l.f. 209-05 Sediment Removal 5,957.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 65,091.000 l.f. 209-08.03 Temporary Silt Fence (Without Backing) 18,343.000 l.f. 209-08.07 Rock Check Dam 1,045.000 Each 209-08.08 Enhanced Rock Check Dam 193.000 Each 209-09.01 Sandbags 8,601.000 Bag 209-09.04 Sediment Filter Bag(15' x 10') 12.000 Each 209-09.22 Polyacrylamide Powder 4,951.000 Lb. 209-09.23 Polyacrylamide Liquid 495.000 Gal. 209-09.43 Curb Inlet Protection (Type 4) 87.000 Each 209-11.01 Sediment Basin Riser( ") (48") 1.000 Each 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 217.000 s.y. 209-40.33 Catch Basin Protection (Type d) 100.000 Each 209-65.03 Temporary Diversion Channel 2,331.000 l.f. 209-65.04 Temporary In Stream Diversion 198.000 l.f. 303-01.01 Granular Backfill (Roadway) 6,356.000 Ton 303-10.01 Mineral Aggregate (Size 57) 369.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading a 1,299.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 6,438.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading a 35,853.000 Ton 307-02.02 Asphalt Cement (Pg70-22)(Bpmb-Hm) Grading a-s 982.000 Ton 307-02.03 Aggregate (Bpmb-Hm) Grading a-s Mix 27,072.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading b-m2 23,489.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 462.000 Ton 402-02 Aggregate For Cover Material (Pc) 1,780.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 153.000 Ton 407-02.13 Removal & Disposal Of Existing Asphalt Pavement 4,352.000 s.y. 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 5,207.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 4,935.000 Ton 411-02.10 Acs Mix(Pg70-22) Grading d 13,777.000 Ton 411-12.02 Scoring Shoulders (Non-Continuous) (16in Width) 11.700 l.m. 604-01.01 Class a Concrete (Roadway) 57.000 c.y. 604-01.02 Steel Bar Reinforcement (Roadway) 11,899.000 Lb. 604-15.01 Portland Cement Grout 10.000 c.y. 606-24.12 Temporary Sheet Piles 16,110.000 s.f. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 8,297.000 l.f. 607-03.05 18" Concrete Pipe Culvert(Class Iv)Jackedin-Place 151.000 l.f. 607-03.30 18" Pipe Culvert 1,747.000 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 3,333.000 l.f. 607-05.05 24" Concrete Pipe Culvert(Class Iv)Jackedin-Place 193.000 l.f. 607-05.30 24" Pipe Culvert 324.000 l.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 2,147.000 l.f. 607-06.05 30" Concrete Pipe Culvert(Class Iv)Jackedin-Place 173.000 l.f. 607-06.30 30" Pipe Culvert 392.000 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 1,080.000 l.f. 607-07.30 36" Pipe Culvert 138.000 l.f. 607-08.02 42" Concrete Pipe Culvert (Class Iii) 261.000 l.f. 607-09.02 48" Concrete Pipe Culvert (Class Iii) 405.000 l.f. 607-09.30 48" Pipe Culvert 141.000 l.f. 607-37.07 48" Corrugated Metal Pipe Culvert 15.000 l.f. 607-39.02 18" Pipe Culvert (Side Drain) 4,666.000 l.f. 607-39.03 24" Pipe Culvert (Side Drain) 354.000 l.f. 607-39.04 30" Pipe Culvert (Side Drain) 64.000 l.f. 611-01.02 Manholes, > 4' - 8' Depth 2.000 Each 611-01.03 Manholes, > 8' - 12' Depth 2.000 Each 611-01.04 Manholes, > 12' - 16' Depth 1.000 Each 611-02.01 Spring Drain Box, Type 1 3.000 Each 611-07.01 Class a Concrete (Pipe Endwalls) 46.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 2,077.000 Lb. 611-07.31 18in Endwall (Side Drain) 296.000 Each 611-07.32 24in Endwall (Side Drain) 22.000 Each 611-07.33 30in Endwall (Side Drain) 2.000 Each 611-07.54 18in Endwall (Cross Drain) 3:1 8.000 Each 611-07.55 18in Endwall (Cross Drain) 4:1 6.000 Each 611-07.56 18in Endwall (Cross Drain) 6:1 3.000 Each 611-07.57 24in Endwall (Cross Drain) 3:1 7.000 Each 611-07.59 24in Endwall (Cross Drain) 6:1 1.000 Each 611-07.60 30in Endwall (Cross Drain) 3:1 5.000 Each 611-07.63 36in Endwall (Cross Drain) 3:1 8.000 Each 611-07.64 36in Endwall (Cross Drain) 4:1 1.000 Each 611-07.66 42in Endwall (Cross Drain) 3:1 4.000 Each 611-07.73 18in Endwall (Median Drain) 6.000 Each 611-09.02 Rework Catchbasin 1.000 Each 611-09.03 Capping Existing Catchbasin 1.000 Each 611-12.01 Catch Basins, Type 12, 0' - 4' Depth 35.000 Each 611-12.02 Catch Basins, Type 12, > 4' - 8' Depth 56.000 Each 611-12.03 Catch Basins, Type 12, > 8' - 12' Depth 2.000 Each 611-12.04 Catch Basins, Type 12, > 12' - 16' Depth 3.000 Each 611-12.05 Catch Basins, Type 12, > 16' - 20' Depth 2.000 Each 611-12.06 Catch Basins, Type 12, > 20' - 24' Depth 2.000 Each 611-14.02 Catch Basins, Type 14, > 4' - 8' Depth 4.000 Each 611-14.03 Catch Basins, Type 14, > 8' - 12' Depth 2.000 Each 611-39.01 Catch Basins, Type 39, 0' - 4' Depth 15.000 Each 611-39.02 Catch Basins, Type 39, > 4' - 8' Depth 1.000 Each 611-42.01 Catch Basins, Type 42, 0' - 4' Depth 2.000 Each 611-42.02 Catch Basins, Type 42, > 4' - 8' Depth 3.000 Each 621-03.02 18" Temporary Drainage Pipe 100.000 l.f. 621-03.09 60" Temporary Drainage Pipe 265.000 l.f. 630-11.09 Abandon Existing Septic Tank (1) Ls 701-01.01 Concrete Sidewalk (4 ") 83,618.000 s.f. 701-02 Concrete Driveway 20,742.000 s.f. 701-02.03 Concrete Curb Ramp 2,112.000 s.f. 702-01 Concrete Curb 21.000 c.y. 702-03 Concrete Combined Curb & Gutter 1,344.000 c.y. 705-06.01 w Beam Gr (Type 2) Mash Tl-3 3,536.000 l.f. 705-06.02 w Beam Gr (Type 2) Mash Tl-3 (Long Post) 725.000 l.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 3.000 Each 705-06.11 Gr Terminal (In-Inline) Mash Tl-3 23.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 6.000 Each 705-06.30 Gr Terminal (Energy Absorbing) Mash Tl-2 10.000 Each 705-08.51 Portable Impact Attenuator Nchrp350 Tl-3 905.000 Each 706-01 Guardrail Removed 551.000 l.f. 707-01.11 Chain Link Fence (6 Foot) 550.000 l.f. 707-01.12 End & Corner Post Assembly(Chain-Link Fence 6') 4.000 Each 707-01.13 Gate - Chain-Link Fence-6 Foot (Description) (14' Wide) 1.000 Each 707-08.11 High-Visibility Construction Fence 14,210.000 l.f. 708-02.01 Markers (Concrete r.o.w. Posts) 396.000 Each 709-05.05 Machined Rip-Rap (Class a-3) 2,613.000 Ton 709-05.06 Machined Rip-Rap (Class a-1) 6,307.000 Ton 709-05.08 Machined Rip-Rap (Class b) 195.000 Ton 709-05.09 Machined Rip-Rap (Class c) 786.000 Ton 710-02 Aggregate Underdrains (With Pipe) 54,650.000 l.f. 710-05 Lateral Underdrain 8,850.000 l.f. 710-06.15 Lateral Underdrain Endwall (6:1) 131.000 Each 710-09.01 6" Perforated Pipe With Vertical Drain System 175.000 l.f. 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 1.000 l.f. 712-04.02 Flexible Drums (Channelization) 5,700.000 Each 712-04.50 Barrier Rail Delineator 1.000 Each 712-05.01 Warning Lights (Type a) 758.000 Each 712-06 Signs (Construction) 11,000.000 s.f. 712-07.03 Temporary Barricades (Type Iii) 55.000 l.f. 712-09.01 Removable Pavement Marking Line 132.000 l.f. 713-01.01 Class a Concrete (Foundation For Sign Supports) 28.000 c.y. 713-01.02 Steel Bar Reinforcement(Foundation For Sign Supports) 4,841.000 Lb. 713-02.14 Flexible Delineator (White) 29.000 Each 713-02.15 Flexible Delineator (Yellow) 29.000 Each 713-10.01 Steel Cantilever Sign Structure (Sign No.) (Sign No.) 3.000 Each 713-11.01 "u" Section Steel Posts 295.000 Lb. 713-11.02 Perforated/Knockout Square Tube Post 9,397.000 Lb. 713-11.21 p Post Slip Base 214.000 Each 713-11.22 u Post Slip Base 12.000 Each 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 1,221.000 s.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 732.000 s.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-16.04 Changeable Message Sign Unit (Descript) (Descript) 4.000 Each 716-01.11 Raised Pvmt Markers (Bi-Directional) (1 Color Lens) 55.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 277.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 320.000 Each 716-01.23 Snowplowable Raised Pavement Markers Bi-Dir)(2 Color) 472.000 Each 716-02.05 Plastic Pavement Marking (Stop Line) 536.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 65.000 Each 716-02.08 Plastic Pavement Marking (8" Dotted Line) 2,827.000 l.f. 716-02.09 Plastic Pavement Marking (Longitudinal Cross-Walk) 604.000 l.f. 716-02.12 Plastic Pavement Marking (8in Line) 1,922.000 l.m. 716-05.01 Painted Pavement Marking (4" Line) 10.000 l.m. 716-05.02 Painted Pavement Marking (8" Barrier Line) 11,000.000 l.f. 716-05.05 Painted Pavement Marking (Stop Line) 905.000 l.f. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 25.536 l.m. 716-12.05 Enhanced Flatline Thermo Pvmt Mrkng (6in Dotted Line) 783.405 l.f. 716-13.01 Spray Thermo Pvmt Mrkng (60 Mil) (4in Line) 7.020 l.m. 716-13.04 Spray Thermo Pvmt Mrkng (60 Mil) (4in Dotted Line) 148.000 l.f. 717-01 Mobilization (1) Ls 730-01.08 School Speed Limit Flashing Signal Installed 2.000 Each 730-05.01 Electrical Service Connection 2.000 Each 730-05.02 Service Cable (2 Conductor, # 8 Awg) 250.000 l.f. 730-12.02 Conduit 2" Diameter (Pvc) 250.000 l.f. 730-23.80 Cantilever Signal Support (1 Arm @ 40') 2.000 Each 740-10.03 Geotextile (Type Iii)(Erosion Control) 15,484.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 75,000.000 s.y. 740-11.01 Temporary Sediment Tube 8in 56.595 l.f. 740-11.02 Temporary Sediment Tube 12in 9,007.383 l.f. 740-11.03 Temporary Sediment Tube 18in 573.545 l.f. 790-98.04 Remove Fiber Optic Cable 1.000 l.f. 797-11.51 Remove Septic System (See Plans) 16.000 Each 801-01 Seeding (With Mulch) 1,550.000 Unit 801-01.02 Crown Vetch Mixture (With Mulch) 1,020.000 Unit 801-01.07 Temporary Seeding (With Mulch) 1,950.000 Unit 801-01.37 Natve Seed Mx Encapsulation & Clear Zone 243.103 Unit 801-01.38 Natve Seed Mx Final Stablizatn Of Slopes 1,019.161 Unit 801-01.65 Temporary Mulch 972.414 Unit 801-02 Seeding (Without Mulch) 777.931 Unit 801-03 Water (Seeding & Sodding) 1,413.291 m.g. 801-08 Fertilizer (Supplemental Application) 5.000 Ton 802-11.44 Ulmus Americana (American Elm 2-5ft Cntnr Grwn) 12.000 Each 802-13.60 Sambucus Canadensis ( Elderberry Sdlng Bare Root) 25.000 Each 803-01 Sodding (New Sod) 131,604.978 s.y. 805-01.02 Turf Reinforcement Mat (Class Ii) 420.128 s.y. 805-01.03 Turf Reinforcement Mat (Class Iii) 36,908.000 s.y. 805-12.02 Erosion Control Blanket (Type Ii) 108,045.964 s.y. 806-02.03 Project Mowing 6.000 Cycl 604-03.01 Class a Concrete (Bridges) 753.000 c.y. 604-03.02 Steel Bar Reinforcement (Bridges) 134,324.000 Lb. 714-12.09 Control Center (_____) (Traffic Controls Box) (1) Ls 730-01.08 School Speed Limit Flashing Signal Installed 2.000 Each 790-01.05 Pole 30ft Class 6 Wood 2.000 Each 790-03.01 Pole 40ft Class 2 Wood 1.000 Each 790-03.03 Pole 40ft Class 4 Wood 38.000 Each 790-04.03 Pole 45ft Class 3 Wood 47.000 Each 790-05.01 Pole 50ft Class 1 Wood 2.000 Each 790-05.02 Pole 50ft Class 2 Wood 1.000 Each 790-05.03 Pole 50ft Class 3 Wood 22.000 Each 790-05.05 Pole 50ft Class 1 Metal 2.000 Each 790-05.08 Pole 50ft Class h2 Metal 18.000 Each 790-06.03 Pole 55ft Class 3 Wood 2.000 Each 790-06.04 Pole 55ft Class 4 Wood 4.000 Each 790-06.08 Pole 55ft Class h2 Metal 1.000 Each 790-20.01 Pole(Specify Pole Length, Class, And Material) (35ft Class 5 Metal) 3.000 Each 790-20.02 Pole(Specify Pole Length, Class, And Material) (40ft Class 5 Metal) 1.000 Each 790-20.03 Pole(Specify Pole Length, Class, And Material) (40ft Class 4 Steel) 5.000 Each 790-20.04 Pole(Specify Pole Length, Class, And Material) (50ft Class h4 Steel) 1.000 Each 790-20.05 Pole(Specify Pole Length, Class, And Material) (50ft Class h2 Steel) 64.000 Each 790-20.06 Pole(Specify Pole Length, Class, And Material) (50ft Class h3 Steel) 11.000 Each 790-20.07 Pole(Specify Pole Length, Class, And Material) (50 Ft Eh9) 2.000 Each 790-20.08 Pole(Specify Pole Length, Class, And Material) (50ft Class h5 Steel) 2.000 Each 790-20.09 Pole (Specify Pole Length, Class, And Material) (55ft Class h2 Steel) 9.000 Each 790-20.10 Pole (Specify Pole Length, Class, And Material) (55ft Class h5 Steel) 16.000 Each 790-20.11 Pole (Specify Pole Length, Class, And Material) (55ft Class h3 Steel) 6.000 Each 790-20.12 Pole (Specify Pole Length, Class, And Material) (60ft Class h5 Steel) 11.000 Each 790-20.13 Pole (Specify Pole Length, Class, And Material) (65ft Class h5 Steel) 1.000 Each 790-20.14 Pole (Specify Pole Length, Class, And Material) (48 Ft Self Supporting) 1.000 Each 790-20.53 6 Ft. Dia Drilled Pier Foundation 1.000 v.f. 790-22.02 1ph Dbl Primary Support 25kv 11.000 Each 790-22.07 1ph Dbl Pts Angle 25kv 6.000 Each 790-22.10 1ph Suspension Angle 25kv 5.000 Each 790-22.11 1ph Dde Angle 25kv 4.000 Each 790-22.12 1ph Dead End Misc 25kv 1.000 Each 790-22.13 1ph Dead End 25kv 27.000 Each 790-22.14 1ph Dead End Tap 25kv 3.000 Each 790-22.15 1ph Dead End Tap w/ Extension 25kv 47.000 Each 790-22.16 1ph Dde Tangent 25kv 40.000 Each 790-22.18 1ph Sgl Dead End Xarm 25kv 5.000 Each 790-24.01 2ph Crossarm Sgl 25kv 1.000 Each 790-24.08 2ph Dead End Crossarm 25kv 5.000 Each 790-24.10 2ph Dde Xarm 25kv 3.000 Each 790-26.01 3ph Crossarm 25kv 2.000 Each 790-26.02 3ph Crossarm Dbl Lrg Cond 25kv 37.000 Each 790-26.03 3ph Crossarm Sgl Lrg Cond 25kv 55.000 Each 790-26.06 3ph Crossarm Sgl Fbrgls Dbl Prim Sup 25kv 4.000 Each 790-26.12 3ph Crossarm Dbl Sm Angle 25kv 1.000 Each 790-26.15 3ph Xarm Dbl 10ft Lrg Cond Sm Angle 25kv 3.000 Each 790-26.26 3ph Crossarm Dead End 25kv 62.000 Each 790-26.27 3ph Crossarm Dbl Dde 25kv 27.000 Each 790-26.28 3ph Dbl 10ft Xarm Dde 25kv 1.000 Each 790-28.02 Dbl Ckt Lrg Cond Const 25kv 11.000 Each 790-28.04 Dbl Ckt Lrg Cond Sm Angle Const 25kv 11.000 Each 790-30.03 Secondary Assemblies Deadend 1.000 Each 790-30.04 Secondary Assemblies Misc 1.000 Each 790-30.06 Secondary Conductor 6 Al Duplex 144.000 l.f. 790-30.07 Secondary Conductor 4 Al Duplex 1,094.000 l.f. 790-30.13 Secondary Conductor 2 Al Triplex 5,193.000 l.f. 790-30.14 Secondary Conductor 1/0 Al Triplex 1,156.000 l.f. 790-31.02 Service Assembly-Pole Type 106.000 Each 790-31.11 Service Conductor 2 Al Triplex 145.000 l.f. 790-32.01 Down Guy - Through Bolt Type 164.000 Each 790-32.02 Down Guy - Through Bolt Type Heavy Duty 365.000 Each 790-32.06 Down Guy - Insulated 24.000 Each 790-32.07 Oh Guy - Through Bolt Type 10.000 Each 790-32.08 Oh Guy - Through Bolt Type Heavy Duty 2.000 Each 790-32.23 Guy Guard 540.000 Each 790-33.17 Rock Anchor Expanding Type 31.000 Each 790-33.18 Rock Anchor Guy Bolt Type 354.000 Each 790-40.02 Oh Cond 2 7/1 Acsr Sparate 386.000 l.f. 790-40.03 Oh Cond 1/0 6/1 Acsr Raven 78,420.000 l.f. 790-40.05 Oh Cond 3/0 6/1 Acsr Pigeon 3,744.000 l.f. 790-40.42 Oh Cond 336.4 19 Aac Tulip 67,100.000 l.f. 790-40.49 Oh Cond 795 37 Aac Arbutus 51,573.000 l.f. 790-41.13 Ug Pri Cond 1/0 Al 25kv 1,520.000 l.f. 790-41.47 Ug Sec Cond 2/0 Al Tplx 150.000 l.f. 790-41.49 Ug Sec Cond 4/0 Al Tplx 445.000 l.f. 790-41.58 Ug Sec Cond 4/0 Al Qplx 331.000 l.f. 790-41.64 Ug Sec Cond Sgl Cond ____ __ __ (#6 Cu) 1,806.000 l.f. 790-43.53 1ph Primary Riser w/ 3in Conduit 1.000 Each 790-43.59 Secondary Riser (Description) (Um5) 16.000 Each 790-43.60 Primary Riser (Description) (3ph Uc2/Uc4) 3.000 Each 790-46.02 1ph Transformer Conv w/Pole Mtd Fuse & La 34.000 Each 790-46.03 1ph Transformer Conv w/Xarm Mtd Fuse & La 44.000 Each 790-47.02 2ph Xfmr Bnk Pole Mtd w/ Fuse/Arresters 3.000 Each 790-49.02 3ph Xfmr Bnk Pole Mtd w/ Fuse/Arresters 1.000 Each 790-52.03 10kva 1ph Oh Xformer 7.2kv 120/240 14.000 Each 790-52.04 15kva 1ph Oh Xformer 7.2kv 120/240 42.000 Each 790-52.06 25kva 1ph Oh Xformer 7.2kv 120/240 18.000 Each 790-52.08 25kva 1ph Oh Xformer 7.2kv Dual Voltage 3.000 Each 790-52.11 50kva 1ph Oh Xformer 7.2kv 120/240 9.000 Each 790-59.03 Cutout Knife Switch-Sngl Loadbreak 25kv 1.000 Each 790-59.04 Hook Stick Swith Line Tension-Sngl 25kv 3.000 Each 790-60.02 1ph Fuse Cutout Brkt Mount 15kv 1.000 Each 790-61.01 1ph Fuse Cutout Xarm Mount 25kv 89.000 Each 790-61.07 2 - 1ph Sectlr Or Recl w/ Bypass Sw 25kv 1.000 Each 790-61.10 3ph Sectlr Or Recl w/ Bypass Sw 25kv 2.000 Each 790-61.11 3ph Sectlr Or Recl w/ Byp Sw Electc 25kv 1.000 Each 790-62.11 3ph Hydr Recl 100a Cont 2000a Int 15kv 1.000 Each 790-62.16 3ph Electr Recl 560acont 12000a Int 15kv 1.000 Each 790-64.01 Sec Mtg 1ph 120/240 Volts 3.000 Each 790-64.10 Sec Mtg 3ph 120/240 Volts (4 Wire ?) 1.000 Each 790-65.06 Lightning Arrester Pole Mtd 18 Kv 80.000 Each 790-65.15 3ph Capacitor Assembly 15kv 1.000 Each 790-69.08 Ground-Ground Rod 224.000 Each 790-69.09 Gnd-Assy Gnd Rod With Aluminum 18.000 Each 790-69.12 Ground Assembly Ground Plate Type 8.000 Each 790-69.21 1-Sgl Phase Recloser 1.000 Each 790-69.32 Arm Pin 91.000 Each 790-70.10 Flood Light 18.000 Each 790-98.01 Remove Wire 213,664.000 l.f. 790-98.02 Remove Poles 277.000 Each 790-98.03 Remove Framing/Associated Apparatus 1,378.000 Each 791-03.01 <2in Hdpe Gas Main 3,040.000 l.f. 791-03.02 2in Hdpe Gas Main 12,944.000 l.f. 791-03.04 4in Hdpe Gas Main 6,828.000 l.f. 791-03.06 8in Hdpe Gas Main 23,736.000 l.f. 791-04.01 Hdd <2in Pe Pipe - Unconsolidated 210.000 l.f. 791-04.02 Hdd 2in Pe Pipe - Unconsolidated 140.000 l.f. 791-04.04 Hdd 4in Pe Pipe - Unconsolidated 140.000 l.f. 791-04.06 Hdd 8in Pe Pipe - Unconsolidated 1.000 l.f. 791-04.10 Hdd <2in Pe Pipe - Rock 700.000 l.f. 791-04.11 Hdd 2in Pe Pipe - Rock 420.000 l.f. 791-04.13 Hdd 4in Pe Pipe - Rock 420.000 l.f. 791-04.15 Hdd 8in Pe Pipe - Rock 1.000 l.f. 791-06.02 Connect To 2in Ex. Pe Main 20.000 Each 791-06.03 Connect To 4in Ex. Pe Main 2.000 Each 791-06.05 Connect To 8in Ex. Pe Main 6.000 Each 791-06.09 Connect To __In Ex. Pe Main (1) 2.000 Each 791-06.30 Connect To __In Ex. Pe Main (3) 1.000 Each 791-07.02 4in Pe Gas Valve Assembly 8.000 Each 791-07.04 8in Pe Gas Valve Assembly 3.000 Each 791-08.02 3/4in Service Assembly 55.000 Each 791-10.01 Retire In Place 3/4in Serv Cut & Plug 1.000 Each 791-10.10 Retire Gas Main (1) Ls 793-01.01 Pole 30ft Class 4 Wood 9.000 Each 793-01.07 Pole 35ft Class 4 Wood 1.000 Each 793-01.12 Pole 40ft Class 4 Wood 4.000 Each 793-01.40 Anchor 3/4in 208.000 Each 793-02.08 Guy Wire 10m Or 3/8in 220.000 Each 793-02.90 Guy Wire (Description) (16m Or 7/16in) 16.000 Each 793-02.92 Overhead Guy Wire (Description) (3/8in) 1.000 Each 793-02.92 Overhead Guy Wire (Description) (5/8in) 6.000 Each 793-02.93 Overhead Guy Wire (Description) (7/16" Ehs Steel) 962.000 l.f. 793-03.01 25 Pair Group Aerial Splice 13,054.000 Each 793-03.03 10m Strand 77,476.000 l.f. 793-03.04 16m Strand 42,204.000 l.f. 793-03.11 25 Pair Cable 3,156.000 l.f. 793-03.12 50 Pair Cable 5,248.000 l.f. 793-03.14 100 Pair Cable 3,438.000 l.f. 793-03.16 200 Paircable 12,638.000 l.f. 793-03.17 300 Pair Cable 8,286.000 l.f. 793-03.19 600 Pair Cable 35,198.000 l.f. 793-03.41 Aerial Cable (Description) 2,394.000 l.f. 793-04.01 Relash/Delash Cable 900.000 l.f. 793-04.02 2 Pair Aerial Drop 12,950.000 l.f. 793-04.06 Ready Access Closure 152.000 Each 793-04.07 Aerial Splice Closure 17.000 Each 793-04.08 Transfer Aerial Cable 7.000 Each 793-04.25 Hot Splice Existing Cables 11,374.000 Each 793-06.02 Pole Mounted Xbox 1.000 Each 793-07.02 24 Fiber(Material Only) 680.000 l.f. 793-07.05 96 Fiber(Material Only) 11,069.000 l.f. 793-07.07 144 Fiber(Material Only) 52,329.000 l.f. 793-07.16 12-96 Fiber(Installation Only) 11,699.000 l.f. 793-07.17 108-144 Fiber(Installation Only) 52,329.000 l.f. 793-07.23 Fiber Optic Maintenance Loop 65.000 Each 793-07.25 Single Fiber Optic Cable Splice 1,440.000 Each 793-07.41 Hot Splice Existing Fiber Cables 560.000 Each 793-09.01 25 Pair Buried Cable 500.000 l.f. 793-09.02 50 Pair Buried Cable 200.000 l.f. 793-09.04 100 Pair Buried Cable 500.000 l.f. 793-09.06 200 Pair Buried Cable 740.000 l.f. 793-11.04 6in Pedestal 1.000 Each 793-11.06 8in Pedestal 1.000 Each 793-11.13 Buried Riser Guard 46.000 Each 793-11.14 2 Pair Buried Drop 640.000 l.f. 793-11.15 5 Pair Buried Drop 3,550.000 l.f. 793-11.23 Handhole 24inx36inx24in 1.000 Each 793-12.02 Rearrangement Existing Cable 50.000 Each 793-12.05 200 Pair Ug Cable 600.000 l.f. 793-12.06 300 Pair Ug Cable 300.000 l.f. 793-12.08 600 Pair Ug Cable 1,000.000 l.f. 793-13.22 3 Duct Formation @ 36in Depth 100.000 l.f. 793-13.32 6 Duct Formation @ 36in Depth 200.000 l.f. 793-15.01 Transfer Cable Attachment 29.000 Each 793-15.02 Transfer Drop Attachment 32.000 Each 793-15.06 Carrier Site Preparation 1.000 Each 793-15.07 Pad Mounted Carrier 1.000 Each 793-16.02 Directional Bore 2in/Flex Sleeve 300.000 l.f. 793-98.01 Remove Aerial Cable And Wire 149,750.000 l.f. 793-98.02 Remove Crossconnect Cabinet 2.000 Each 793-98.04 Remove Poles All Sizes 210.000 Each 793-98.08 Remove Anchor (Any Size) 82.000 Each 793-98.21 Trim Utility Right-Of-Way 12,166.000 l.f. 795-02.01 2in Hdpe Water Line 210.000 l.f. 795-03.02 2in Pvc Water Line 600.000 l.f. 795-03.04 4in Pvc Water Line 4,300.000 l.f. 795-03.05 6in Pvc Water Line 35,250.000 l.f. 795-03.07 10in Pvc Water Line 29,190.000 l.f. 795-03.10 16in Pvc Water Line 320.000 l.f. 795-05.14 Hdd __In Hdpe Casing Pipe-Uncon (2) 420.000 l.f. 795-05.61 Bore/Jack 8in Steel Casing Pipe-Uncon. 50.000 l.f. 795-05.62 Bore/Jack 10in Steel Casing Pipe-Uncon. 686.000 l.f. 795-05.65 Bore/Jack 16in Steel Casing Pipe-Uncon. 650.000 l.f. 795-06.01 Connect To 2in Water Line 3.000 Each 795-06.03 Connect To 4in Water Line 13.000 Each 795-06.04 Connect To 6in Water Line 18.000 Each 795-06.06 Connect To 10in Water Line 3.000 Each 795-06.07 Connect To 12in Water Line 2.000 Each 795-07.01 4in x 4in Tapping Sleeve And Valve 6.000 Each 795-07.03 6in x 6in Tapping Sleeve And Valve 9.000 Each 795-07.10 10in x 10in Tapping Sleeve And Valve 2.000 Each 795-08.01 2in Gate Valve Assembly 2.000 Each 795-08.03 4in Gate Valve Assembly 7.000 Each 795-08.04 6in Gate Valve Assembly 56.000 Each 795-08.06 10in Gate Valve Assembly 36.000 Each 795-09.01 3/4in Water Service Meter Assembly 145.000 Each 795-09.03 1-1/2in Water Service Meter Assembly 1.000 Each 795-09.04 2in Water Service Meter Assembly 1.000 Each 795-09.06 4in Water Service Meter Assembly 2.000 Each 795-09.07 6in Water Service Meter Assembly 1.000 Each 795-09.09 Relocate/Reconnect Service Assembly 26.000 Each 795-09.19 3/4in Pvc Service Pipe 2,570.000 l.f. 795-09.20 1in Pvc Service Pipe 170.000 l.f. 795-09.28 3/4in Copper Service Pipe 80.000 l.f. 795-11.01 Blow-Off Assembly 4.000 Each 795-11.02 Fire Hydrant Assembly 8.000 Each 795-12.01 Remove Fire Hydrant 1.000 Each 795-13.01 Di Fittings 4,000.000 Lb. 795-13.05 Creek Crossing (Description) (#1) (1) Ls 795-13.06 Creek Crossing (Description) (#2) (1) Ls 795-13.07 Creek Crossing (Description) (#3) (1) Ls 795-13.08 Creek Crossing (Description) (#4) (1) Ls 795-13.09 Creek Crossing (Description) (#5) (1) Ls 795-13.10 Creek Crossing (Description) (#6) (1) Ls 795-13.11 Creek Crossing (Description) (#7) (1) Ls 795-13.12 Creek Crossing (Description) (#8) (1) Ls 795-13.13 Creek Crossing (Description) (#9) (1) Ls 795-13.14 Creek Crossing (Description) (#10) (1) Ls 795-13.15 Creek Crossing (Description) (#11) (1) Ls 795-13.16 Creek Crossing (Description) (#12) (1) Ls 795-13.17 Creek Crossing (Description) (#13) (1) Ls 795-13.18 Creek Crossing (Description) (#14) (1) Ls 795-13.19 Creek Crossing (Description) (#15) (1) Ls 795-13.20 Creek Crossing (Description) (#16) (1) Ls 795-14.08 Restore Asphalt 865.000 s.y. 795-14.09 Restore Concrete 65.000 s.y. 795-14.10 Restore Gravel 1,475.000 s.y. 795-15.24 10in Steel Casing Pipe Open Cut Method 1,486.000 l.f. 795-15.25 16in Steel Casing Pipe Open Cut Method 600.000 l.f. 797-03.04 2in Pvc Force Main 610.000 l.f. 797-03.06 4in Pvc Force Main 14,450.000 l.f. 797-06.60 Bore/Jack 8in Steel Casing Pipe-Uncon. 260.000 l.f. 797-06.62 Bore/Jack 12in Steel Casing Pipe-Uncon. 620.000 l.f. 797-06.71 Bore/Jack __In Steel Casing Pipe-Uncon. (4) 160.000 l.f. 797-06.87 Open Cut 8in Steel Casing Pipe 300.000 l.f. 797-06.89 Open Cut 12in Steel Casing Pipe 1,200.000 l.f. 797-06.97 Open Cut __In Steel Casing Pipe (4) 210.000 l.f. 797-08.01 Di Fittings 2,500.000 Lb. 797-09.04 2in Pvc Ball Valve 1.000 Each 797-09.06 4in Plug Valve Assembly 20.000 Each 797-09.26 2in Air/Vac Valve Assembly 14.000 Each 797-10.05 Connect 4in Lateral To Sewer Line 6.000 Each 797-10.14 Connect To 2in Force Main 1.000 Each 797-10.16 Connect To 4in Force Main 13.000 Each 797-11.40 Restore Asphalt 775.000 s.y. 797-11.42 Restore Gravel 532.000 s.y. 797-11.47 Stream Crossing (#) (#1) (1) Ls 797-11.48 Stream Crossing (#) (#2) (1) Ls 203-06 Water 18,430.000 m.g. 303-01 Mineral Aggregate, Type a Base, Grading d 342,239.000 Ton 203-06 Water 16,820.000 m.g. 303-01 Mineral Aggregate, Type a Base, Grading d 251,945.000 Ton 309-01.01 Mineral Aggregate (a-Cbc) 52,375.000 Ton 309-01.02 Portland Cement (a-Cbc) 2,448.000 Ton 309-02 Bituminous Material (a-Cbc) 181.000 Ton

Details

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, Grading, 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
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 Architectural Plans
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