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Last Updated 09/13/2021 02:56 AM
Project Title

Grading, Drainage, Construction of Concrete Box Bridges and a Retaining Wall

Physical Address View project details and contacts
City, State (County) TN   (Putnam County)
Category(s) Heavy and Highway
Sub-Category(s) Bridge, Shoreline/Erosion/Drainage
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

The grading, drainage, construction of concrete box bridges and a retaining wall, signals and paving on S.R. 136 from north of the S.R. 111 interchange to south of the I-40 interchange 105-01 Construction Stakes, Lines and Grades (1) Ls 109-10.01 Trainee 5,240.000 Hour 201-01 Clearing and Grubbing (1) Ls 202-01 Removal of Structures and Obstructions (1) Ls 202-03 Removal of Rigid Pavement, Sidewalk, Etc. 1,080.000 S.y. 202-03.01 Removal of Asphalt Pavement 8,187.000 S.y. 202-04.01 Removal of Structures (Description, Sta.)(65 Lf 4'x4' Conc. Box Culv., Sta. 75+38.)(1) Ls 202-06.01 Removal of Buildings (Tract No.) (Tract No.8)(1) Ls 202-06.02 Removal of Buildings (Tract No.) (Tract No.17)(1) Ls 202-06.03 Removal of Buildings (Tract No.) (Tract No.47)(1) Ls 202-06.04 Removal of Buildings (Tract No.) (Tract No.52)(1) Ls 203-01 Road & Drainage Excavation (Unclassified) 18,574.000 C.y. 203-02.01 Borrow Excavation (Graded Solid Rock) 16,000.000 Ton 203-03 Borrow Excavation (Unclassified) 20,842.000 C.y. 203-05 Undercutting 820.000 C.y. 203-06 Water 5,058.000 M.g. 203-07 Furnishing & Spreading Topsoil 14,582.000 C.y 203-08 Channel Excavation (Unclassified) 2,350.000 C.y. 203-20.01 Channel Substrate 1,450.000 C.y. 204-06.01 Flowable Fill (General) 20.000 C.y. 204-08 Foundation Fill Material 549.000 C.y. 204-08.01 Backfill Material (Flowable Fill) 155.000 C.y. 209-02.05 12" Temporary Slope Drain 57.000 L.f. 209-02.07 18" Temporary Slope Drain 280.000 L.f. 209-03.36 Stream Mitigation-step Pool 49.000 Each 209-03.41 Stream Mitigation - Boulder Riffle 220.000 L.f. 209-03.42 Stream Mitigation - Live Brush Layering 475.000 L.f. 209-03.47 Stream Mitigation - Longitudinal Stone Toe(Descrip)10.000 C.y. 209-05 Sediment Removal 935.000 C.y. 209-08.02 Temporary Silt Fence (With Backing) 42,963.000 L.f. 209-08.07 Rock Check Dam 151.000 Each 209-08.08 Enhanced Rock Check Dam 31.000 Each 209-08.09 Filter Sock Check Dam 40.000 Each 209-09.01 Sandbags 500.000 Bag 209-09.04 Sediment Filter Bag(15' X 10') 2.000 Each 209-09.22 Polyacrylamide Powder 451.000 Lb. 209-09.43 Curb Inlet Protection (Type 4) 130.000 Each 209-10.01 Temporary Dewatering Structure 596.000 C.y. 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 1,250.000 S.y. 209-40.30 Catch Basin Protection (Type a) 7.000 Each 209-40.33 Catch Basin Protection (Type D) 48.000 Each 209-40.41 Catch Basin Filter Assembly(Type 1) 106.000 Each 209-40.47 Catch Basin Filter Assembly(Type 7) 9.000 Each 209-40.48 Catch Basin Filter Assembly(Type 8) 1.000 Each 209-65.04 Temporary in Stream Diversion 620.000 L.f. 303-01 Mineral Aggregate, Type a Base, Grading D 73,299.000 Ton 303-01.01 Granular Backfill (Roadway) 13,121.000 Ton 303-10.01 Mineral Aggregate (Size 57) 4,203.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-hm)grading A109.000 Ton 307-01.07 Asphalt Concrete Mix (Pg64-22) (Bpmb-hm)grading B-m1,272.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-hm)grading B-m22,252.000 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-hm) Gr. A-s 11,857.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-hm)grading A15,450.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-hm)grading B-m211,761.000 Ton 313-03 Treated Permeable Base 9,051.000 S.y. 402-01 Bituminous Material for Prime Coat (Pc) 154.000 Ton 402-02 Aggregate for Cover Material (Pc) 547.000 Ton 403-01 Bituminous Material for Tack Coat (Tc) 87.000 Ton 411-01.07 Acs Mix (Pg64-22) Grading E Shoulder 450.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading D 2,452.000 Ton 411-02.10 Acs Mix(Pg70-22) Grading D 6,177.000 Ton 415-01.02 Cold Planing Bituminous Pavement 5,574.000 S.y. 501-01.03 Portland Cement Concrete Pavement (Plain)10"9,051.000 S.y. 502-04.01 Sawing Concrete Pavement (Full Depth) 90.000 L.f. 604-02.01 Class a Concrete (Box Bridges) 1,466.500 C.y. 604-02.02 Steel Bar Reinforcement (Box Bridges) 350,362.000 Lb. 604-07.01 Retaining Wall (Description) (Pigeon Roostcreek)1,202.000 S.f. 606-24.13 Temporary Sheet Piles (1) Ls 607-03.02 18" Concrete Pipe Culvert (Class Iii) 11,443.000 L.f. 607-03.05 18" Concrete Pipe Culvert(Class Iv)jackedin-place440.000 L.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 1,874.000 L.f. 607-05.05 24" Concrete Pipe Culvert(Class Iv)jackedin-place250.000 L.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 893.000 L.f. 607-06.05 30" Concrete Pipe Culvert(Class Iv)jackedin-place64.000 L.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 291.000 L.f. 607-07.05 36" Concrete Pipe Culvert(Class Iv)jackedin-place66.000 L.f. 607-08.02 42" Concrete Pipe Culvert (Class Iii) 12.000 L.f. 607-37.02 18" Corrugated Metal Pipe Culvert 300.000 L.f. 607-37.03 24" Corrugated Metal Pipe Culvert 150.000 L.f. 607-39.02 18" Pipe Culvert (Side Drain) 371.000 L.f. 607-39.03 24" Pipe Culvert (Side Drain) 40.000 L.f. 607-39.04 30" Pipe Culvert (Side Drain) 92.000 L.f. 607-50.12 Precast Concrete Box Culvert (Size) (Size) 417.000 L.f. 611-01.02 Manholes, > 4' - 8' Depth 5.000 Each 611-01.03 Manholes, > 8' - 12' Depth 3.000 Each 611-01.20 Adjustment of Existing Manhole 1.000 Each 611-02.02 Spring Drain Box, Type 2a 1.000 Each 611-07.01 Class a Concrete (Pipe Endwalls) 29.000 C.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 1,584.000 Lb. 611-07.54 18in Endwall (Cross Drain) 3:1 10.000 Each 611-07.55 18in Endwall (Cross Drain) 4:1 2.000 Each 611-07.56 18in Endwall (Cross Drain) 6:1 1.000 Each 611-07.57 24in Endwall (Cross Drain) 3:1 4.000 Each 611-07.60 30in Endwall (Cross Drain) 3:1 4.000 Each 611-07.63 36in Endwall (Cross Drain) 3:1 2.000 Each 611-07.65 36in Endwall (Cross Drain) 6:1 2.000 Each 611-09.04 Catchbasin Retrofit 4.000 Each 611-10.01 Catch Basins, Type 10, 0' - 4' Depth 2.000 Each 611-12.01 Catch Basins, Type 12, 0' - 4' Depth 40.000 Each 611-12.02 Catch Basins, Type 12, > 4' - 8' Depth 55.000 Each 611-12.03 Catch Basins, Type 12, > 8' - 12' Depth 8.000 Each 611-12.04 Catch Basins, Type 12, > 12' - 16' Depth 2.000 Each 611-14.01 Catch Basins, Type 14, 0' - 4' Depth 1.000 Each 611-14.02 Catch Basins, Type 14, > 4' - 8' Depth 8.000 Each 611-16.02 Catch Basins, Type 16, > 4' - 8' Depth 1.000 Each 611-42.01 Catch Basins, Type 42, 0' - 4' Depth 7.000 Each 611-42.02 Catch Basins, Type 42, > 4' - 8' Depth 5.000 Each 611-42.03 Catch Basins, Type 42, > 8' - 12' Depth 1.000 Each 701-01.01 Concrete Sidewalk (4 ") 97,175.000 S.f. 701-02 Concrete Driveway 888.000 S.f. 701-02.03 Concrete Curb Ramp 3,151.000 S.f. 702-01.02 Concrete Curb 250.000 L.f. 702-03 Concrete Combined Curb & Gutter 1,628.000 C.y. 705-06.01 W Beam Gr (Type 2) Mash Tl-3 2,262.000 L.f. 705-06.02 W Beam Gr (Type 2) Mash Tl-3 (Long Post) 1,147.000 L.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 3.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 5.000 Each 705-06.30 Gr Terminal (Energy Absorbing) Mash Tl-2 4.000 Each 705-20.25 Temporary Crash Cushion (Mash Tl-3) 76.000 Each 706-01 Guardrail Removed 2,361.000 L.f. 707-03.01 Stock Fence 1,821.000 L.f. 707-03.02 End, Braced Line, Corner Postassembly(Stock Fence)13.000 Each 707-08.11 High-visibility Construction Fence 3,648.000 L.f. 708-02.01 Markers (Concrete R.o.w. Posts) 64.000 Each 709-05.06 Machined Rip-rap (Class a-1) 2,958.000 Ton 709-05.08 Machined Rip-rap (Class B) 2,195.000 Ton 709-05.09 Machined Rip-rap (Class C) 1,610.000 Ton 709-05.81 Rock Riffles (1) Ls 710-02 Aggregate Underdrains (With Pipe) 23,800.000 L.f. 710-05 Lateral Underdrain 184.000 L.f. 710-06.15 Lateral Underdrain Endwall (6:1) 4.000 Each 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 13,605.000 L.f. 712-04.01 Flexible Drums (Channelizing) 350.000 Each 712-04.50 Barrier Rail Delineator 8.000 Each 712-05.01 Warning Lights (Type a) 300.000 Each 712-06 Signs (Construction) 3,060.000 S.f. 712-07.03 Temporary Barricades (Type Iii) 10.000 L.f. 712-08.03 Arrow Board (Type C) 3.000 Each 713-11.01 "U" Section Steel Posts 1,870.000 Lb. 713-11.02 Perforated/knockout Square Tube Post 1,070.000 Lb. 713-11.21 P Post Slip Base 27.000 Each 713-11.22 U Post Slip Base 46.000 Each 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 494.000 S.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 34.000 S.f. 713-15 Removal of Signs, Posts and Footings (1) Ls 713-16.01 Changeable Message Sign Unit 3.000 Each 713-16.20 Signs (Description) (Description) 111.000 Each 714-08.09 Light Standards (Description) (Aluminum,round Tapered, 35' M.h.)12.000 Each 714-08.20 Foundation (Only) for Light Standard 12.000 Each 714-09.09 Luminaires (Description) (T2) 64.000 Each 714-09.10 Luminaires (Description) (T4w) 9.000 Each 714-09.11 Luminaires (Description) (T4ft) 3.000 Each 714-10.01 Overhead Conductors (Gauge & Type) (4awgal Triplex)12,756.000 L.f. 714-25 Electrical Connection 5.000 Each 716-01.05 Temporary Raised Pavement Marker 300.000 Each 716-01.21 Snowplowable Raised Pavement Markers(Bi-dir) (1 Color)343.000 Each 716-01.22 Snowplowable Raised Pavment Markers(Mono-dir)(1 Color)372.000 Each 716-02.04 Plastic Pavement Marking(Channelizationstriping)2,354.000 S.y. 716-02.05 Plastic Pavement Marking (Stop Line) 827.000 L.f. 716-02.06 Plastic Pavement Marking (Turn Lanearrow)58.000 Each 716-02.08 Plastic Pavement Marking (8" Dotted Line) 1,065.000 L.f. 716-02.09 Plastic Pavement Marking (Longitudinalcross-walk)810.000 L.f. 716-02.12 Plastic Pavement Marking (8in Line) 1.000 L.m. 716-03.01 Plastic Word Pavement Marking (Only) 2.000 Each 716-04.01 Plastic Pavement Marking (Straight-turnarrow)3.000 Each 716-04.12 Plastic Pavement Marking (Yield Line) 36.000 S.f. 716-05.01 Painted Pavement Marking (4" Line) 10.000 L.m. 716-05.02 Painted Pavement Marking (8" Barrier Line) 12,000.000 L.f. 716-05.04 Painted Pavement Marking (Channelizationstriping)25.000 S.y. 716-05.05 Painted Pavement Marking (Stop Line) 250.000 L.f. 716-05.06 Painted Pavement Marking (Turn Lanearrow)20.000 Each 716-05.21 Painted Pavement Marking(4"Dotted Line) 325.000 L.f. 716-13.02 Spray Thermo Pvmt Mrkng (60 Mil) (6in Line) 14.000 L.m. 716-13.05 Spray Thermo Pvmt Mrkng (60 Mil) (6in Dottedline)400.000 L.f. 717-01 Mobilization (1) Ls 730-01.02 Removal of Signal Equipment 4.000 Each 730-01.05 Remove & Relocate School Signalequipment(1) Ls 730-02.09 Signal Head Assembly (130 With Backplate) 26.000 Each 730-02.17 Signal Head Assembly (150 A2h Withbackplate)4.000 Each 730-02.30 Signal Head Assembly (Description) (130 A3with Backplate)6.000 Each 730-03.20 Install Pull Box (Type a) 5.000 Each 730-03.21 Install Pull Box (Type B) 19.000 Each 730-03.23 Install Pull Box (Fiber Optic-type a) 4.000 Each 730-05.01 Electrical Service Connection 1.000 Each 730-08.01 Signal Cable - 3 Conductor 1,515.000 L.f. 730-08.02 Signal Cable - 5 Conductor 2,540.000 L.f. 730-08.03 Signal Cable - 7 Conductor 3,170.000 L.f. 730-08.40 Interconnect Cable - Fiber Optic(Description) (24 Fiber Multi-mode)9,000.000 L.f. 730-11.01 Steel Conduit Riser Assembly 4.000 Each 730-12.01 Conduit 1" Diameter (Pvc) 1,485.000 L.f. 730-12.02 Conduit 2" Diameter (Pvc) 290.000 L.f. 730-12.13 Conduit 2" Diameter (Jack and Bore) 1,840.000 L.f. 730-13.03 Vehicle Detector (4 - Channel, Rack Mount) 6.000 Each 730-13.06 Vehicle Detector (Optically Activatedpriority Control)4.000 Each 730-14.01 Shielded Detector Cable 6,965.000 L.f. 730-14.02 Saw Slot 2,760.000 L.f. 730-14.03 Loop Wire 2,900.000 L.f. 730-15.32 Cabinet (Eight Phase Base Mounted) 4.000 Each 730-15.41 Eight Ph Actuated Controller (Fiber) 4.000 Each 730-23.20 Cantilever Signal Support (Description) (1arm @ 50')2.000 Each 730-23.36 Cantilever Signal Support (Description) (1arm @ 60')2.000 Each 730-23.37 Cantilever Signal Support (Description) (1arm @ 65')2.000 Each 730-23.38 Cantilever Signal Support (Description) (1arm @ 70')2.000 Each 730-23.39 Cantilever Signal Support (Description) (1arm @ 75')1.000 Each 730-23.80 Cantilever Signal Support (1 Arm @ 40') 1.000 Each 730-23.88 Cantilever Signal Support (1 Arm @ 45') 5.000 Each 730-26.11 Countdown Ped Sgnl Head W/audible Pushbutton & 15in Sign12.000 Each 730-40 Temporary Traffic Signal System 4.000 Each 740-10.03 Geotextile (Type Iii)(Erosion Control) 12,973.000 S.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 9,258.000 S.y. 740-11.01 Temporary Sediment Tube 8in 280.000 L.f. 740-11.02 Temporary Sediment Tube 12in 57.000 L.f. 801-01.08 Seeding (Special Mixture) With Mulch 450.000 Unit 801-01.65 Temporary Mulch 1,900.000 Unit 801-02 Seeding (Without Mulch) 508.000 Unit 801-03 Water (Seeding & Sodding) 634.000 M.g. 802-02.30 Cuttings: Salix Nigra (18in-24in Length) 335.000 Each 802-02.31 Cuttings: Salix Sericea (18in-24in) 335.000 Each 802-02.32 Cuttings: Cornus Amomum (18in-24in) 335.000 Each 802-02.33 Cuttings: Sambucus Canadensis (18in-24in) 335.000 Each 802-12.07 Betula Nigra (River Birch Seedlng B.r.) 239.000 Each 802-12.11 Cercis Canadensis (Redbud Seedlng B.r.) 48.000 Each 802-12.19 Liriodendron Tulipifera (Tulip Poplarseedlng B.r.)72.000 Each 802-12.21 Nyssa Sylvatica (Blckgum Seedlng B.r.) 72.000 Each 802-12.22 Ostrya Virginiana (Ironwood Seedlng B.r.) 48.000 Each 802-12.26 Platanus Occidentalis (Sycamore Seedlngb.r.)239.000 Each 802-12.33 Quercus Michauxii (Swmp Chstnt Oakseedlng B.r.)239.000 Each 802-12.38 Quercus Phellos (Willow Oak Seedlng B.r.) 239.000 Each 802-12.51 Cornus Amomum (Silky Dogwood Seedlingb.r.)398.000 Each 802-13.59 Lindera Benzoin (Spicebush Sdlng Bareroot)398.000 Each 802-13.62 Ilex Verticillata (Cmmn Winterberry Sdlngb.r.)398.000 Each 803-01 Sodding (New Sod) 74,000.000 S.y. 805-12.02 Erosion Control Blanket (Type Ii) 29,000.000 S.y. 805-12.08 700 Gram Coir Fiber Erosion Blanket 2,100.000 S.y. 806-02.03 Project Mowing 8.000 Cycl 202-04.50 Removal of Structures (Description, Sta.)(103 Lf 3 X 10'x10' Conc. Box Bridge, Sta. 26+00.)(1) Ls 202-04.51 Removal of Structures (Description, Sta.)(100 Lf 3 X 5'x5' Conc. Box Culv., Sta. 26+67.)(1) Ls 604-02.01 Class a Concrete (Box Bridges) 1,466.500 C.y. 604-02.02 Steel Bar Reinforcement (Box Bridges) 350,362.000 Lb. 790-01.04 Pole 30ft Class 5 Wood 4.000 Each 790-02.04 Pole 35ft Class 5 Wood 3.000 Each 790-03.03 Pole 40ft Class 4 Wood 8.000 Each 790-03.31 Pole 40ft Class 3 Metal 1.000 Each 790-04.03 Pole 45ft Class 3 Wood 5.000 Each 790-05.01 Pole 50ft Class 1 Wood 1.000 Each 790-05.02 Pole 50ft Class 2 Wood 3.000 Each 790-05.05 Pole 50ft Class 1 Metal 7.000 Each 790-05.07 Pole 50ft Class H1 Metal 1.000 Each 790-06.02 Pole 55ft Class 2 Wood 1.000 Each 790-06.05 Pole 55 Ft Class 1 Metal 34.000 Each 790-06.07 Pole 55ft Class H1 Metal 14.000 Each 790-07.01 Pole 60ft Class 1 Wood 1.000 Each 790-07.05 Pole 60ft Class 1 Metal 3.000 Each 790-07.07 Pole 60ft Class H1 Metal 5.000 Each 790-08.14 Pole 65ft Class H1 Metal 1.000 Each 790-08.32 Pole 65ft Class 1 Metal 1.000 Each 790-09.05 Pole 70ft Class H2 Metal 1.000 Each 790-21.01 1ph Sgl Primary Support 15kv 2.000 Each 790-21.05 1ph Dbl Primary Support 15kv 1.000 Each 790-21.07 1ph Primary Lg Angle 15kv 2.000 Each 790-21.08 1ph Deadend 15kv 2.000 Each 790-21.09 1ph Primary Tap 15kv 15.000 Each 790-21.10 1ph Vertical Dde 15kv 1.000 Each 790-23.08 2ph Crossarm Const Deadend (Dbl) 15kv 1.000 Each 790-25.01 3ph Crossarm Sgl 15kv 32.000 Each 790-25.21 3ph Crossarm Deadend Sgl 15kv 2.000 Each 790-25.37 3ph 8ft Fiberglass Crossarm Deadend 15kv 26.000 Each 790-25.39 3ph 8ft Fiberglass Double Deadend 15kv 15.000 Each 790-25.41 3ph Fiberglass 8ft Crossarm Doublesupport10.000 Each 790-25.42 3ph Crossarm Double Small Angle 15kv 2.000 Each 790-25.43 3ph Fiberglass Double 10ft Largeconductor 15kv3.000 Each 790-25.44 3ph Fiberglass Double Deadend 15kv 2.000 Each 790-25.46 3ph Fiberglass With Neutral on Arm 2.000 Each 790-25.62 3ph Fiberglass Deadend Triple Arm 15kv 9.000 Each 790-30.06 Secondary Conductor 6 Al Duplex 800.000 L.f. 790-30.12 Secondary Conductor 4 Al Triplex 120.000 L.f. 790-30.13 Secondary Conductor 2 Al Triplex 120.000 L.f. 790-30.14 Secondary Conductor 1/0 Al Triplex 100.000 L.f. 790-30.22 Secondary Conductor 1/0 Al Qplex 180.000 L.f. 790-31.02 Service Assembly-pole Type 51.000 Each 790-32.01 Down Guy - Through Bolt Type 44.000 Each 790-32.04 Down Guy - Wrap Type 68.000 Each 790-32.07 Oh Guy - Through Bolt Type 11.000 Each 790-32.23 Guy Guard 55.000 Each 790-33.25 Screw Type Anchor 15,000lb 3.000 Each 790-33.26 Screw Type Anchor 28,000lb 37.000 Each 790-33.27 Screw Type Anchor 32,000lb 18.000 Each 790-36.01 Switch-900a-underslung 3.000 Each 790-36.04 Transfer Service 20.000 Each 790-36.06 Transfer Light 11.000 Each 790-36.14 Transfer Conductor 50.000 Each 790-40.42 Oh Cond 336.4 19 Aac Tulip 5,200.000 L.f. 790-40.49 Oh Cond 795 37 Aac Arbutus 45,000.000 L.f. 790-40.81 Overhead Conductor 2 7 Aaac Ames 12,000.000 L.f. 790-41.03 Ug Pri Cond 1/0 Al 15kv 1,000.000 L.f. 790-42.09 3in Dia Pvc Pipe 1,184.000 L.f. 790-42.19 4 Duct Bank @ 36in-48in Depth 296.000 L.f. 790-43.01 Loadbreak Elbow 200a 15kv 6.000 Each 790-43.06 Loadbreak Junction 4 Pt 200a 15kv 3.000 Each 790-43.50 Secondary Riser W/ 2in Conduit 6.000 Each 790-43.57 3ph Primary Riser W/ 3in Conduit 8.000 Each 790-46.01 1ph Transformer 26.000 Each 790-49.02 3ph Xfmr Bnk Pole Mtd W/ Fuse/arresters 7.000 Each 790-58.04 Hook Stick Swith Line Tension, Sngl 15kv 9.000 Each 790-60.01 1ph Fuse Cutout Xarm Mount 15kv 24.000 Each 790-60.14 3ph Sectionalizing Cabinet 15kv 1.000 Each 790-65.04 Lightning Arrester Pole Mtd 9 Kv 16.000 Each 790-65.16 3ph Capacitor Assembly Switched 15kv 1.000 Each 790-69.11 Ground-ground Rod for St Pole 76.000 Each 790-69.12 Ground Assembly Ground Plate Type 18.000 Each 790-69.27 Extension Link - Epoxy -4ft 7.000 Each 790-69.30 Pole Top Pin for St Pole 8.000 Each 790-69.32 Arm Pin 68.000 Each 790-98.01 Remove Wire 80,400.000 L.f. 790-98.02 Remove Poles 108.000 Each 790-98.03 Remove Framing/associated Apparatus 646.000 Each 791-01.02 2in Steel Gas Main 5,010.000 L.f 791-01.04 4in Steel Gas Main 9,115.000 L.f. 791-01.06 8in Steel Gas Main 1,680.000 L.f. 791-04.20 Hdd 2in Steel Pipe - Unconsolidated 830.000 L.f. 791-04.22 Hdd 4in Steel Pipe - Unconsolidated 1,050.000 L.f. 791-04.24 Hdd 8in Steel Pipe - Unconsolidated 450.000 L.f. 791-04.29 Hdd 2in Steel Pipe - Rock 200.000 L.f. 791-04.31 Hdd 4in Steel Pipe - Rock 200.000 L.f. 791-04.33 Hdd 8in Steel Pipe - Rock 100.000 L.f. 791-06.09 Connect to __in Ex. Pe Main (1) 2.000 Each 791-06.10 Connect to 2in Ex. Stl Main 1.000 Each 791-06.17 Connect to __in Ex. Stl Main (1) 4.000 Each 791-06.31 Connect to 2in Ex. Stl Main W/ Stopple 16.000 Each 791-06.32 Connect to 4in Ex. Stl Main W/ Stopple 3.000 Each 791-06.34 Connect to 8in Ex. Stl Main W/ Stopple 2.000 Each 791-06.47 Connect to 3/4in Ex. Pe Main 12.000 Each 791-06.48 Connect to 3/4in Ex. Steel Main 29.000 Each 791-07.09 2in Steel Gas Valve Assembly 12.000 Each 791-07.10 4in Steel Gas Valve Assembly 5.000 Each 791-07.16 in Steel Gas Valve Assembly (1) 4.000 Each 791-07.21 Excess Flow Valve (Efv) 28.000 Each 791-07.25 1in Pe Gas Valve Assembly 4.000 Each 791-08.02 3/4in Service Assembly 23.000 Each 791-08.03 1in Service Assembly 2.000 Each 791-08.07 3/4in Pe Service Pipe 315.000 L.f. 791-08.08 1in Pe Service Pipe 145.000 L.f. 791-08.12 3/4in Steel Service Pipe 315.000 L.f. 791-08.13 1in Steel Service Pipe 90.000 L.f. 791-08.18 Hdd 1in Pe Service Pipe 240.000 L.f. 791-08.22 Hdd 3/4in Steel Service Pipe 190.000 L.f. 791-08.23 Hdd 1in Steel Service Pipe 770.000 L.f. 791-08.41 Gas Main Removal 5,565.000 L.f. 791-09.05 Restore Asphalt 200.000 S.y. 791-09.06 Restore Concrete 200.000 S.y. 791-09.07 Restore Gravel 200.000 S.y. 791-09.09 Regulator Station Tie-in Only 1.000 Each 791-10.01 Retire in Place 3/4in Serv Cut & Plug 41.000 Each 791-10.02 Retire in Place 1in Serv Cut & Plug 6.000 Each 791-10.04 Retire in Place 2in Serv Cut & Plug 9.000 Each 791-10.05 Retire in Place 4in Serv Cut & Plug 7.000 Each 791-10.10 Retire Gas Main (1) Ls 793-01.40 Anchor 3/4in 20.000 Each 793-02.08 Guy Wire 10m or 3/8in 21.000 Each 793-02.92 Overhead Guy Wire (Description) (3/8in) 3.000 Each 793-02.99 Install Guy Guard 20.000 Each 793-03.03 10m Strand 12,706.000 L.f. 793-03.40 Install Strand Bond 57.000 Each 793-04.01 Relash/delash Cable 1,150.000 L.f. 793-04.07 Aerial Splice Closure 25.000 Each 793-07.01 12 Fiber (Material Only) 3,254.000 L.f. 793-07.04 48 Fiber(Material Only) 10,988.000 L.f. 793-07.05 96 Fiber(Material Only) 4,876.000 L.f. 793-07.16 12-96 Fiber(Installation Only) 24,220.000 L.f. 793-07.25 Single Fiber Optic Cable Splice 252.000 Each 793-07.31 Single Fiber Aerial Drop 530.000 L.f. 793-07.41 Hot Splice Existing Fiber Cables 594.000 Each 793-07.51 72 Fiber (Material Only) 5,622.000 L.f. 793-07.91 Rearrange Existing Fiber Storage Bracket 1.000 Each 793-10.02 Buried Cable @ 36in Depth 520.000 L.f. 793-10.08 Buried Cable @___in Depth 650.000 L.f. 793-10.20 Expose Existing Cable/conduit (All Depths) 10.000 L.f. 793-11.13 Buried Riser Guard 7.000 Each 793-11.50 Rearrange Existing Splice Case 1.000 Each 793-15.01 Transfer Cable Attachment 6.000 Each 793-15.02 Transfer Drop Attachment 9.000 Each 793-15.03 Transfer Oh Guy Attachment 1.000 Each 793-98.01 Remove Aerial Cable and Wire 12,112.000 L.f. 793-98.04 Remove Poles All Sizes 6.000 Each 793-98.08 Remove Anchor (Any Size) 18.000 Each 793-98.09 Remove Down Guy 20.000 Each 795-01.01 4in Dip Restrained Joint Water Line 130.000 L.f. 795-01.03 6in Dip Restrained Joint Water Line 860.000 L.f. 795-01.04 6in Dip Slip Joint Water Line 4,340.000 L.f. 795-01.05 8in Dip Restrained Joint Water Line 100.000 L.f. 795-01.06 8in Dip Slip Joint Water Line 1,025.000 L.f. 795-01.07 10in Dip Restrained Joint Water Line 820.000 L.f. 795-01.08 10in Dip Slip Joint Water Line 10,770.000 L.f. 795-01.19 24in Dip Restrained Joint Water Line 110.000 L.f. 795-01.20 24in Dip Slip Joint Water Line 925.000 L.f. 795-02.34 8in Hdpe Water Line (Hdd) 235.000 L.f. 795-03.02 2in Pvc Water Line 410.000 L.f. 795-05.14 Hdd __in Hdpe Casing Pipe-uncon (2) 1,680.000 L.f. 795-05.63 Bore/jack 12in Steel Casing Pipe-uncon. 530.000 L.f. 795-05.66 Bore/jack 18in Steel Casing Pipe-uncon. 650.000 L.f. 795-05.70 Bore/jack 36in Steel Casing Pipe-uncon. 80.000 L.f. 795-06.01 Connect to 2in Water Line 6.000 Each 795-06.02 Connect to 3in Water Line 3.000 Each 795-06.03 Connect to 4in Water Line 3.000 Each 795-06.04 Connect to 6in Water Line 16.000 Each 795-06.05 Connect to 8in Water Line 6.000 Each 795-06.06 Connect to 10in Water Line 3.000 Each 795-06.12 Connect to 24in Water Line 2.000 Each 795-07.10 10in X 10in Tapping Sleeve and Valve 1.000 Each 795-08.01 2in Gate Valve Assembly 4.000 Each 795-08.03 4in Gate Valve Assembly 6.000 Each 795-08.04 6in Gate Valve Assembly 30.000 Each 795-08.05 8in Gate Valve Assembly 10.000 Each 795-08.06 10in Gate Valve Assembly 20.000 Each 795-08.19 24in Butterfly Valve Assembly 2.000 Each 795-08.31 Water Valve Extension Rod 40.000 L.f. 795-09.01 3/4in Water Service Meter Assembly 44.000 Each 795-09.02 1in Water Service Meter Assembly 17.000 Each 795-09.04 2in Water Service Meter Assembly 7.000 Each 795-09.09 Relocate/reconnect Service Assembly 1.000 Each 795-09.22 2in Pvc Service Pipe 150.000 L.f. 795-09.51 Reconnect Service Assembly 82.000 Each 795-09.62 1in Pex Service Pipe 2,520.000 L.f. 795-10.03 1in Auto Air Release Valve Assembly 2.000 Each 795-10.09 4in Auto Air Release Valve Assembly 1.000 Each 795-10.31 2in Blow-off Assembly 2.000 Each 795-11.02 Fire Hydrant Assembly 19.000 Each 795-11.12 Retire in Place Existing Water Main 5,485.000 L.f. 795-12.01 Remove Fire Hydrant 12.000 Each 795-12.02 Removal of Existing Line (1) Ls 795-13.01 Di Fittings 86,000.000 Lb. 795-13.05 Creek Crossing (Description) (# 1) (1) Ls 795-14.01 Class a Concrete 25.000 C.y. 795-14.05 Concrete Encasement 30.000 L.f. 795-14.08 Restore Asphalt 200.000 S.y. 795-14.09 Restore Concrete 100.000 S.y. 795-14.10 Restore Gravel 400.000 S.y 795-15.02 12in Steel Casing Pipe Open Cut Method 160.000 L.f. 795-15.04 18in Steel Casing Pipe Open Cut Method 160.000 L.f. 795-15.11 36in Steel Casing Pipe Open Cut Method 20.000 L.f. 795-21.01 Retire Water Meter Assemblies (1) Ls 795-70.01 Polyethylene Pipe Protect - 8" 200.000 L.f. 795-70.02 Polyethylene Pipe Protect - 12" 4,450.000 L.f. 797-01.18 16in Epoxy Coated Dip Force Main 480.000 L.f. 797-03.08 6in Pvc Force Main 710.000 L.f. 797-05.01 8in Dip Gravity Sewer 0ft-6ft Depth 60.000 L.f. 797-05.02 8in Dip Gravity Sewer 6ft-12ft Depth 250.000 L.f. 797-05.03 8in Dip Gravity Sewer 12ft-18ft Depth 40.000 L.f. 797-05.51 8in Pvc Gravity Sewer 0ft-6ft Depth 760.000 L.f. 797-05.52 8in Pvc Gravity Sewer 6ft-12ft Depth 4,630.000 L.f. 797-05.53 8in Pvc Gravity Sewer 12ft-18ft Depth 1,480.000 L.f. 797-06.62 Bore/jack 12in Steel Casing Pipe-uncon. 120.000 L.f. 797-06.65 Bore/jack 18in Steel Casing Pipe-uncon. 345.000 L.f. 797-06.67 Bore/jack 24in Steel Casing Pipe-uncon. 190.000 L.f. 797-06.91 Open Cut 18in Steel Casing Pipe 230.000 L.f. 797-06.93 Open Cut 24in Steel Casing Pipe 85.000 L.f. 797-07.02 48in Manhole 4ft-6ft Depth 3.000 Each 797-07.03 48in Manhole 6ft-8ft Depth 7.000 Each 797-07.04 48in Manhole 8ft-10ft Depth 12.000 Each 797-07.05 48in Manhole 10ft-12ft Depth 12.000 Each 797-07.06 48in Manhole 12ft-14ft Depth 8.000 Each 797-07.07 48in Manhole 14ft-16ft Depth 2.000 Each 797-07.08 48in Manhole 16ft-20ft Depth 5.000 Each 797-07.18 60in Manhole 14ft-16ft Depth 1.000 Each 797-07.56 Manhole Drop Connection Assembly 1.000 Each 797-07.80 Remove Sewer Manhole 4.000 Each 797-08.01 Di Fittings 5,300.000 Lb. 797-08.02 Pvc Fittings 600.000 Lb. 797-08.04 4in Pvc Pipe for Service Lateral 200.000 L.f. 797-08.05 6in Pvc Pipe for Service Lateral 570.000 L.f. 797-08.08 6in Clean Out Assembly 38.000 Each 797-08.62 6in Gate Valve Assembly 2.000 Each 797-08.67 16in Gate Valve Assembly 2.000 Each 797-10.02 Connect 8in Sewer to Exist. Manhole 5.000 Each 797-10.06 Connect 6in Lateral to Sewer Line 40.000 Each 797-10.09 Connect Ex. 8in Sewer to New Manhole 14.000 Each 797-10.10 Connect Ex.10-18in Sewer to New Manhole 3.000 Each 797-10.17 Connect to 6in Force Main 2.000 Each 797-10.21 Connect to 16in Force Main 2.000 Each 797-11.15 48in Mh Adjustment Increase Height 34.000 V.f. 797-11.20 48in Mh Adjustment Decrease Height 12.000 V.f. 797-11.25 Retirein Place 48in Manhole 32.000 Each 797-11.30 Retirein Place Existing Sewer <8in 600.000 L.f. 797-11.31 Retirein Place Existing Sewer 8in-14in 5,390.000 L.f. 797-11.32 Retirein Place Existing Sewer 15in-24in 100.000 L.f. 797-11.34 Remove Existing Sewer <8in 920.000 L.f. 797-11.35 Remove Existing Sewer 8in-14in 1,505.000 L.f. 797-11.36 Remove Existing Sewer 15in-24in 370.000 L.f. 797-11.38 by-pass Pumping (1) Ls 797-11.40 Restore Asphalt 100.000 S.y. 797-11.41 Restore Concrete 100.000 S.y. 797-11.42 Restore Gravel 200.000 S.y. 797-40.01 Concrete Encasement 120.000 L.f.

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, 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 33 - Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 34 - Transportation, Bridges.
Division 35 - Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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