Similar Projects
| Last Updated | 06/14/2019 02:45 AM |
| Project Title | Markley Street (Southern Section) |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Montgomery 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 | $15,000,000 to $19,999,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | This project involves the reconstruction and widening of Markley Street (SR 3020) from south of Main Street to Elm Street, replacement of two bridges over Stony Creek with a single bridge, rehabilitation of the Markley Street/Elm Street stone arch bridge over Stony Creek, widening and reconstruction of Main Street (municipal road) between Water Street and Barbadoes Street, streetscaping on Main Street, widening of Marshall Street (municipal road) between Corson Street and Markley Street, railroad grade crossings upgrades at Main Street and Marshall Street including new gates and signals, new traffic signals at three intersections, Traffic Adaptive Signal Control Systems at seven traffic signals on Markley Street between Main Street and Johnson Highway (SR 3017), installation of ITS network elements on Markley Street and SR 0202 from Norristown Municipality to Lower Gwynedd Township, post construction stormwater management facilities, drainage improvements, sanitary sewer installation/relocation, concrete curb, concrete sidewalk, ADA curb ramps, pavement markings, signing, landscape plantings, highway lighting, and other miscellaneous construction, all as indicated on the drawings approved for state route 202, section 510, in montgomery county Norristown Municipality from approximately 1550 feet south of the intersection of Main Street at segment 0030 offset 1715 to approximately the intersection of Johnson Highway (SR 3017) at segment 0080 offset 1274. 4201-0001 Lump Sum 1.000 01 n Yes a Proj Clearing And Grubbing Modified 0203-0001 Cubic Yard 1,050.000 01 n c Class 1 Excavation 4203-0001 Cubic Yard 13,243.000 01** n Yes c Proj Class 1 Excavation Modified 0204-0001 Cubic Yard 1,285.000 01 n c1, h Class 2 Excavation 0204-0100 Cubic Yard 7.000 03** n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 8,464.000 01 n c1, h, s Class 4 Excavation 0205-0267 Cubic Yard 165.000 30 n c1 Selected Borrow Excavation Rock, Class r-7 4208-0001 Hour 8.000 01 n Yes c Proj Special Rolling (Including Subgrade) 0212-0001 Linear Foot 4,956.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 22,482.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 5,000.000 $1.00 $5,000.00 01 y z Temporary Project Air Pollution Control 4220-0020 Cubic Yard 5.000 01 n Yes k1 Proj Flowable Backfill, Type c Modified 0301-0004 Square Yard 74.000 01 n d Plain Cement Concrete Base Course, 8" Depth e 0303-0001 Square Yard 6,711.000 01 n e Cement Treated Permeable Base Course, 4" Depth o 0360-0001 Square Yard 6,711.000 01 n e Asphalt Treated Permeable Base Course, 4" Depth 0311-0420 Square Yard 881.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0428 Square Yard 580.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 7" Depth 0311-0430 Square Yard 10,650.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8" Depth 0311-0437 Ton 196.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0311-0532 Square Yard 1,205.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 9" Depth 0350-0104 Square Yard 6,742.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 1,777.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 12,829.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 516.000 01 n c, e Subbase (No. 2a) 0411-0481 Square Yard 10,650.000 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-e 0411-0482 Square Yard 2,879.000 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 1,579.000 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 0411-0581 Square Yard 1,205.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0411-2492 Ton 495.000 13 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-6450 Square Yard 12,111.000 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 0411-6470 Ton 117.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0411-6550 Square Yard 1,205.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-7470 Ton 376.000 13 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 16,065.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0491-0012 Square Yard 2,997.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 197.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0501-0032 Square Yard 6,021.000 01 n g Plain Cement Concrete Pavement, 10" Depth 0514-0001 Square Yard 1,341.000 01 n g1, g2 Diamond Grinding Of Concrete Pavement 0516-2007 Linear Foot 78.000 01 n g1, g4 Patching Joint 0516-2021 Cubic Yard 29.000 01 n c1, e, g1 Subbase Material For Concrete Pavement Patching 0516-2034 Square Yard 35.000 01 n g1 Concrete Pavement Patching, Type a, 10" Depth 4601-0311 Linear Foot 19.000 01 n Req h Proj 12" Thermoplastic Pipe, Group i, 15'-1.5' Fill e 0601-0352 Linear Foot 20.000 01 n h 15" Thermoplastic Pipe, Group Iii, 8'-2' Fill o 0601-7308 Linear Foot 20.000 01 n h 15" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill e 0601-0353 Linear Foot 327.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill o 0601-7313 Linear Foot 327.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-0763 Linear Foot 327.000 01 n h 18" Ductile Iron Pipe e 0601-0500 Linear Foot 120.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box o 0601-7710 Linear Foot 120.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box o 0601-0963 Linear Foot 120.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box e 4601-0506 Linear Foot 431.000 01 n Req h Proj 36" Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box o 4601-0564 Linear Foot 431.000 01 n Req h Proj 36" Thermoplastic Pipe, Group Vii, 12'-2' Fill, Shore/Trench Box, 100 Year Design Life e 0601-0550 Linear Foot 726.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12'-2' Fill, 100 Year Design Life o 0601-7014 Linear Foot 726.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life e 0601-0560 Linear Foot 2,742.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12'-2' Fill, Shore/Trench Box, 100 Year Design Life o 0601-7511 Linear Foot 2,742.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box, 100 Year Design Life e 0601-0563 Linear Foot 197.000 01 n h 30" Thermoplastic Pipe, Group Vii, 12'-2' Fill, Shore/Trench Box, 100 Year Design Life o 0601-7528 Linear Foot 197.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box, 100 Year Design Life e 0601-0564 Linear Foot 1,163.000 01 n h 36" Thermoplastic Pipe, Group Vii, 12'-2' Fill, Shore/Trench Box, 100 Year Design Life o 0601-7538 Linear Foot 1,163.000 01 n h 36" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box, 100 Year Design Life e 0601-0566 Linear Foot 133.000 01 n h 48" Thermoplastic Pipe, Group Vii, 12'-2' Fill, Shore/Trench Box, 100 Year Design Life o 0601-7546 Linear Foot 133.000 01 n h 48" Reinforced Concrete Pipe, Type a, 15' - 1.5' Fill, Shore/Trench Box, 100 Year Design Life 0601-0762 Linear Foot 190.000 01 n h 16" Ductile Iron Pipe 0601-0763 Linear Foot 58.000 01 n h 18" Ductile Iron Pipe e 0601-0773 Linear Foot 12.000 01 n h 18" Ductile Iron Pipe, 100 Year Design Life o 0601-7014 Linear Foot 12.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life 0601-0973 Linear Foot 69.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life 0601-4363 Linear Foot 33.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box 0601-5431 Cubic Yard 6.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-6418 Linear Foot 42.000 01 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Horizontal, 7' - 3', 100 Year Design Life 0601-6439 Linear Foot 119.000 01 n h 29" x 45" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Horizontal, 10' - 7', 100 Year Design Life 0601-7014 Linear Foot 8.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life 0601-7517 Linear Foot 8.000 01 n h 24" Reinforced Concrete Pipe, Type a, 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life 0601-7528 Linear Foot 16.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box, 100 Year Design Life 0601-7546 Linear Foot 32.000 01 n h 48" Reinforced Concrete Pipe, Type a, 15' - 1.5' Fill, Shore/Trench Box, 100 Year Design Life 0601-7710 Linear Foot 8.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box 0601-9363 Linear Foot 23.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0602-9003 Linear Foot 5.000 01 n h 21" x 15" Corrugated Galvanized Steel Pipe Arch, Type Ii, (2 2/3" x 1/2" Corrugations), 16 Gage 0605-1300 Each 2.000 01 n c1, h1 Cleaning Drainage Structures 0605-1501 Each 8.000 01 n k Manhole With Flat Top 4605-2401 Set 4.000 01 n Yes k Proj Manhole Frame And Cover , Bolted 0605-2630 Each 1.000 01 n k Type e-s Endwall 0605-2711 Set 59.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 6.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2734 Set 5.000 01 n k Type m Concrete Top Unit And Ada Compliant Grate 0605-2740 Set 1.000 01 n k Type s Concrete Top Unit And Grate 0605-2850 Each 58.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2851 Each 4.000 01 n k Standard Inlet Box, Height > 10' And < /= 20' 0605-2854 Each 13.000 01 n k Type 4 Inlet Box, Height < /= 10' 0605-2855 Each 15.000 01 n k Type 4 Inlet Box, Height > 10' And < /= 20' 0605-2858 Each 1.000 01 n k Type 5 Inlet Box, Height < /= 10' 0605-2859 Each 6.000 01 n k Type 5 Inlet Box, Height > 10' And < /= 20' 0605-2863 Each 3.000 01 n k Type 6 Inlet Box, Height > 10' And < /= 20' 0605-3012 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >10' And < /= 20' 0606-0150 Set 1.000 01 n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 12 n x Mobilization 0609-0002 Lump Sum 1.000 10 n x Inspector's Field Office And Inspection Facilities, Type a 0609-0006 Lump Sum 1.000 10 n x Inspector's Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 10 n x Std Equipment Package 0609-0011 Lump Sum 1.000 10 n x Field Laboratory 0610-0001 Linear Foot 30.000 01 n h2 4" Pipe Underdrain, Type i Backfill 0610-7002 Linear Foot 4,956.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 3.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0619-0470 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0619-0610 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type v (Standard), Test Level 3 0620-0015 Each 1.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 4620-0500 Linear Foot 25.000 01 n Yes j Proj Reset Guide Rail Modified 0620-0502 Linear Foot 768.000 01 n c1, j Remove Existing Guide Rail (Department Property) 0620-0870 Each 2.000 03 n j Anchored Backslope Terminal, Type 1 0620-1075 Linear Foot 213.000 01** n j Type 2-s Guide Rail 0623-0052 Linear Foot 637.000 01 n j1 Single Face Concrete Barrier 0623-0122 Each 1.000 01 n j1 End Transition, Single Face Concrete Barrier 0624-0001 Linear Foot 618.000 01 n j2 Right-Of-Way Fence, Type 1 4624-0001 Linear Foot 54.000 01 n Yes j2 Proj Right-Of-Way Fence, Type 1 , Black 0624-0300 Each 8.000 01 n j2 End Posts For Type 1 Right-Of-Way Fence 4624-0300 Each 2.000 01 n Yes j2 Proj End Posts For Type 1 Right-Of-Way Fence , Black 0624-0400 Each 3.000 01 n j2 Corner Posts For Type 1 Right-Of-Way Fence 0626-0030 Cubic Yard 65.000 30 n m2 Corrosion Resistant Gabions, Type b 0627-3020 Linear Foot 392.000 13 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0630-0001 Linear Foot 7,147.000 01 n k Plain Cement Concrete Curb 0676-0001 Square Yard 4,378.000 01** n k Cement Concrete Sidewalk 4676-0001 Square Yard 514.000 01 n Yes k Proj Cement Concrete Sidewalk Modified 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 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule e 4695-0004 Square Foot 697.000 01** n Yes k Proj Detectable Warning Surface, Polymer Composite Modified o 4695-0003 Square Foot 697.000 01** n Yes k Proj Detectable Warning Surface, Polymer Concrete Modified o 4695-0002 Square Foot 697.000 01** n Yes k Proj Detectable Warning Surface, Cast Iron Modified 0696-0580 Each 2.000 13 n j1 Temporary Impact Attenuating Device, Type Iv, Test Level 3 0703-0020 Cubic Yard 471.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 310.000 01** n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 107.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 23.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0014 Pound 6.000 01 n m3 Seeding - Formula e 0804-0020 Pound 8.000 01 n m3 Seeding And Soil Supplements - Formula l 0804-0021 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula w 0805-0022 Ton 1.000 01 n m3 Mulching - Straw 0805-0037 Square Yard 193.000 02 n m3 Mulching - Shredded Bark With Weed Barrier Mat 0806-0113 Square Yard 1,009.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0808-0001 Square Yard 193.000 02 n m Shrub Bed Preparation 4808-0100 Each 2.000 02 n Yes m Proj Tree - Princeton American Elm 4808-0101 Each 4.000 02 n Yes m Proj Tree - Mushashino Japenese Zelkova 4808-0102 Each 6.000 02 n Yes m Proj Tree - Wireless Japenese Zelkova 0808-6000 1000 Gallons 2.000 02 n m Watering 4810-0024 Lump Sum 1.000 03 n Yes m1 Proj Tree Trimming To An Unlimited Height Modified 4810-0052 Each 15.000 03 n Yes a, m1 Proj Selective Tree Removal Modified 0811-0003 Linear Foot 122.000 02 n j2, m Temporary Protective Fence 0845-0001 Dollar 25,000.000 $1.00 $25,000.00 01 y m2 Unforeseen Water Pollution Control 0851-0003 Square Yard 179.000 01 n c1 Rock Apron 0855-0003 Each 4.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 4.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 7.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 68.000 01 n m2 Inlet Filter Bag For Type c Inlet 0860-0022 Each 24.000 01 n m2 Pipe/Gravel Inlet Protection For Type c Inlet 0861-0001 Cubic Yard 27.000 01 n c1 Cleaning Sedimentation Structures 0867-0012 Linear Foot 352.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0022 Linear Foot 450.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 13 n q Proj Maintenance And Protection Of Traffic During Construction 4901-0120 Each 2.000 13 n Yes q Proj Speed Display Sign Modified 0901-0202 Each 4.000 13 n q Floodlights 0901-0203 Each 2.000 13 n q Arrow Panel 0901-0231 Day 250.000 13 n q Additional Warning Lights, Type b 0901-0232 Day 100.000 13 n q Additional Warning Lights, Type c 0901-0240 Square Foot 500.000 13 n q, r Additional Traffic Control Signs 0901-0450 Each 2.000 13 n q 3-Line Changeable Message Sign With Telecommunications 4901-0711 Each 1.000 13 n Yes p Proj Temporary Traffic Control Signal Reset (Permanent Only) At Markley Street And Elm Street 4901-0715 Each 1.000 13 n Yes p Proj Temporary Traffic Control Signal Reset (Permanent Only) At Markley Street And Marshall Street 4901-0716 Each 10.000 13 n Yes p Proj Temporary Traffic Control Signal Reset (Permanent Only) At Markley Street And Main Street 4901-0725 Each 1.000 13 n Yes p Proj Temporary Traffic Signals (Permanent Only) At Markley Street And Elm Street 4901-0726 Each 1.000 13 n Yes p Proj Temporary Traffic Signals (Permanent Only) At Markley Street And Marshall Street 4901-0727 Each 1.000 13 n Yes p Proj Temporary Traffic Signals (Permanent Only) At Markley Street And Main Street Stages 1a And 1b 4901-0728 Each 1.000 13 n Yes p Proj Temporary Traffic Signals (Permanent Only) At Markley Street And Main Street Stages 2 And 3 0910-0001 Each 10.000 01 n c1, p8 Junction Boxes j.b.-1 4910-0001 Each 2.000 03 n Yes c1, p8 Proj Junction Boxes j.b.-1 Modified 4910-0002 Each 3.000 03 n Yes c1, p8 Proj Junction Boxes j.b.-2 Modified 0910-0154 Each 23.000 01 n p8 Pole Foundation, Type Fc 0910-1042 Each 10.000 01 n p8 Aluminum Lighting Pole With 6-Foot Bracket Arm (30-Foot Mounting Height) Type a 0910-1044 Each 5.000 01 n p8 Aluminum Lighting Pole With 8-Foot Bracket Arm (30-Foot Mounting Height) Type a 0910-1046 Each 7.000 01 n p8 Aluminum Lighting Pole With 10-Foot Bracket Arm (30-Foot Mounting Height) Type a 0910-1048 Each 2.000 01 n p8 Aluminum Lighting Pole With 12-Foot Bracket Arm (30-Foot Mounting Height) Type a 0910-2828 Each 1.000 01 n p8 250-Watt High Pressure Sodium Luminaire, Arm Mount 0910-4114 Linear Foot 546.000 01 n p8 Awg 4 Underground Cable, Copper, 1 Conductor 4910-4114 Linear Foot 1,244.000 03 n Yes p8 Proj Awg 4 Underground Cable, Copper, 1 Conductor Modified 0910-4116 Linear Foot 18,393.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 3,998.000 01 n c1, p8 2" Direct Burial Conduit 0910-6000 Linear Foot 3,738.000 01 n c1, p8 Trench 0910-7020 Each 1.000 01 n p8 Complete Power Supply System 0910-7210 Lump Sum 1.000 01 n p8 Testing Of Entire Lighting System 4931-0001 Square Foot 459.000 01** n Yes r Proj Post Mounted Signs, Type b Modified 0932-0001 Square Foot 5.000 01 n r Post Mounted Signs, Type c 0933-0001 Square Foot 55.000 01 n r Post Mounted Signs, Type d 0935-0001 Square Foot 148.000 01** n r Post Mounted Signs, Type f 0936-0200 Square Foot 552.000 01** n r Structure Mounted Flat Sheet Aluminum Signs 0936-0350 Each 4.000 01 n p3 Led Blank Out Sign 0937-0113 Each 5.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0207 Each 10.000 01 n j1, r Barrier Mounted Delineator, Top And Side-Mount Type r, (y/b) 0937-0301 Each 22.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Yellow Post With Yellow Sheeting 0937-0310 Each 5.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-2, White Post With White/Blank Sheeting 4951-0115 Each 2.000 01 n Yes p Proj Traffic Signal Support, 15' Mast Arm Modified 4951-0120 Each 1.000 01 n Yes p Proj Traffic Signal Support, 20' Mast Arm Modified 4951-0125 Each 1.000 01 n Yes p Proj Traffic Signal Support, 25' Mast Arm Modified 4951-0130 Each 2.000 01 n Yes p Proj Traffic Signal Support, 30' Mast Arm Modified 4951-0135 Each 2.000 01 n Yes p Proj Traffic Signal Support, 35' Mast Arm Modified 4951-0140 Each 1.000 01 n Yes p Proj Traffic Signal Support, 40' Mast Arm Modified 4951-0145 Each 1.000 01 n Yes p Proj Traffic Signal Support, 45' Mast Arm Modified 4951-0150 Each 1.000 01 n Yes p Proj Traffic Signal Support, 50' Mast Arm Modified 4951-2130 Each 3.000 01 n Yes p Proj Traffic Signal Support, 30' Mast Arm With Luminaire Arm (30' Mounting Height) Modified 4951-2140 Each 3.000 01 n Yes p Proj Traffic Signal Support, 40' Mast Arm With Luminaire Arm (30' Mounting Height) Modified 4951-2145 Each 2.000 01 n Yes p Proj Traffic Signal Support, 45' Mast Arm With Luminaire Arm (30' Mounting Height) Modified 4951-4012 Each 4.000 01 n Yes p Proj Traffic Signal Support, 12' Pedestal Modified 4951-4014 Each 1.000 01 n Yes p Proj Traffic Signal Support, 14' Pedestal Modified 4951-4022 Each 20.000 01 n Yes p Proj Pedestrian Stub Pole, Type b Modified 4951-4025 Each 2.000 01 n Yes p Proj Pedestrian Stub Pole, Type e Modified 0952-2052 Each 1.000 01 n p Controller Assembly, Solid State Flasher, Dual Circuit, Type Ii Mounting 0954-0012 Linear Foot 2,235.000 01 n p8 2 Inch Conduit 4954-0012 Linear Foot 584.000 03 n Yes p8 Proj 2 Inch Conduit Modified 0954-0013 Linear Foot 1,967.000 01 n p8 3 Inch Conduit 0954-0102 Linear Foot 2,030.000 01 n p8 Signal Cable, 12 Awg, 5 Conductor 0954-0103 Linear Foot 310.000 01 n p8 Signal Cable, 12 Awg, 7 Conductor 0954-0151 Linear Foot 813.000 01** n c1, p8 Trench And Backfill, Type i 4954-0151 Linear Foot 178.000 03 n Yes c1, p8 Proj Trench And Backfill, Type i Modified 0954-0152 Linear Foot 1,036.000 01 n c1, p8 Trench And Backfill, Type Ii 4954-0152 Linear Foot 130.000 03 n Yes c1, p8 Proj Trench And Backfill, Type Ii Modified 0954-0153 Linear Foot 668.000 01 n c1, p8 Trench And Backfill, Type Iii 0954-0201 Linear Foot 5,050.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 8,746.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 2,255.000 01 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0302 Each 20.000 01 n p8 Junction Box, Jb-27 0954-0402 Each 1.000 01 n p8 Electrical Service, Type b 0954-0403 Each 3.000 01 n p8 Electrical Service, Type c 0954-0500 Linear Foot 60.000 01 n c6, p8 Directional Boring 4954-0600 Each 6.000 01 n Yes p8 Proj Uninterruptible Power Supply (Ups) Modified 0955-3206 Each 2.000 01 n p Vehicular Signal Head, One 12" Section 0955-3208 Each 38.000 01 n p Vehicular Signal Head, Three 12" Sections 0955-3210 Each 3.000 01 n p Vehicular Signal Head, Five 12" Sections 4955-3722 Each 34.000 01 n Yes p Proj Led Countdown Pedestrian Signal Head, Type a Modified 0955-4000 Each 2.000 01 n p Programmable Louvered Head 4956-0500 Each 18.000 01 n Yes p Proj Pedestrian Push Button Modified 0956-0700 Each 1.000 01 n p Video Detector 4956-0790 Each 16.000 01 n Yes p Proj Accessible Pedestrian Signals Modified 0960-0001 Linear Foot 561.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 8,037.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 3,445.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 1,191.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 364.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 16.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8' - 0" 0960-0125 Each 5.000 01 n o2 White Hot Thermoplastic Legend, "Rr Crossing", 6' - 6", 10' Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0960-0126 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Rr Crossing", 6' - 6", 11' Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0960-0127 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Rr Crossing", 6' - 6", 12' Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0960-0222 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0224 Each 18.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0960-0232 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Right Lane", 18' - 0" x 5' - 6" 0960-0233 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Left t Lane", 18' - 0" x 5' - 6" 0962-1000 Linear Foot 27,389.000 13 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 6,351.000 13 n o 6" White Waterborne Pavement Markings 0962-1004 Linear Foot 856.000 13 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 25,780.000 13 n o 4" Yellow Waterborne Pavement Markings 0962-1025 Each 14.000 13 n o3 White Waterborne Pavement Legend, "Only", 8'-0" 0962-1050 Each 6.000 13 n o3 White Waterborne Pavement Legend, "Rr Crossing", 6'-6", 10' Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0962-1061 Each 9.000 13 n o3 White Waterborne Pavement Legend, "Right Arrow", 12'-0" x 3'-0" 0962-1062 Each 5.000 13 n o3 White Waterborne Pavement Legend, "Left Arrow", 12'-0" x 3'-0" 4963-0001 Square Foot 7,673.000 13 n Yes o2, o3 Proj Pavement Marking Removal Modified 0964-0001 Linear Foot 172.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 1,548.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 3,253.000 01 n o 6" White Epoxy Pavement Markings 0964-0006 Linear Foot 744.000 01 n o 6" Yellow Epoxy Pavement Markings 0964-0007 Linear Foot 550.000 01 n o 6" Black Epoxy Pavement Markings 0964-0021 Linear Foot 984.000 01 n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 319.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0101 Each 9.000 01 n o3 White Epoxy Legend, "Only", 8' - 0" 0964-0222 Each 2.000 01 n o3 White Epoxy Legend, "Right Arrow", 12' - 0" x 3' - 0" 0964-0224 Each 7.000 01 n o3 White Epoxy Legend, "Left Arrow", 12' - 0" x 3' - 0" 0964-0255 Linear Foot 20.000 01 n o3 White Epoxy Legend, "Yield Line" , 12" x 18" Triangle, (Min 6 Triangles Per Line) 4971-0001 Each 58.000 01 n Yes r Proj Remove Post Mounted Signs, Type b Modified 4975-0001 Each 31.000 01 n Yes r Proj Remove Post Mounted Signs, Type f Modified 1001-0010 Cubic Yard 1.000 03 n s2 Class a Cement Concrete 1002-0053 Pound 27.000 03 n s7 Reinforcement Bars, Epoxy Coated 5006-0307 Linear Foot 3.000 32 n Req u1 Proj 36" Diameter Drilled Caissons, Rock Socket 5018-0001 Lump Sum 1.000 31 n Yes t1 Proj Removal Of Existing Bridge , Modified 1050-0020 Pound 508.000 01 n t3 Fabricated Structural Steel 5201-1000 Each 4.000 03 n Yes p1, p2, p4, p5 Proj Its Device Field Enclosure, Ground Mount Modified 5201-1300 Each 5.000 03 n Yes p1, p2, p4, p5 Proj Its Device Field Enclosure, Pole Mount Modified 5201-3000 Lump Sum 1.000 03 n Yes p1, p2, p3, p4, p5 Proj Its Device Testing, Complete Modified 1202-0001 Lump Sum 1.000 03 n p5 Atms Its Device Integration 5210-0100 Each 7.000 03 n Yes p1 Proj Its Closed Circuit Television, Camera Subsystem, Structure Mount Modified 5210-4100 Each 8.000 03 n Yes p1 Proj Its Closed Circuit Television, External Decoder Modified 1210-5000 Each 1.000 03 n p1 Its Closed Circuit Television, Camera Lowering Device, Integral 1210-5600 Each 1.000 03 n p1 Its Closed Circuit Television, Camera Lowering Tool, Portable 1210-6400 Each 1.000 03 n p1 Its Closed Circuit Television, Pole, 50-Foot 1210-7100 Each 1.000 03 n p1, u1 Its Closed Circuit Television, Pole Foundation, Caisson, 31-Foot To 50-Foot Pole 5230-2600 Each 1.000 03 n Yes p3 Proj Its Dynamic Message Sign, 12" Text, Front-Access, 30-Deg Modified 5240-2000 Each 5.000 03 n Yes p4, p5 Proj Its Vehicle Detector, Bluetooth Modified 1999-9999 Hour 3,000.000 11 n z Std Trainees e 8030-0001 Lump Sum 1.000 31 n Yes s1 Std Bridge Structure, As Designed, s-28564 a 1001-0020 Cubic Yard 42.000 31 n k Class c Cement Concrete a 1002-0053 Pound 206,465.000 31 n s7 Reinforcement Bars, Epoxy Coated a 1002-0152 Each 440.000 31 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a 1002-0153 Each 16.000 31 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated a 1002-0154 Each 61.000 31 n s7 Mechanical Splice System For No. 7 Reinforcement Bars, Epoxy Coated o 8000-0001 Lump Sum 1.000 31 n s1 Std Prestressed Concrete Bridge Structure, s-28564a o 8100-0001 Lump Sum 1.000 31 n s1 Std Steel Bridge Structure, s-28564a 9000-0001 Linear Foot 2,048.000 01** n k Proj Sawcut Existing Sidewalk 9000-0002 Each 14.000 01 n k Proj Type c Inlet Top Unit For 6-Inch Curb And Bicycle Safe Grate 9000-0003 Each 2.000 01 n h, k, m Proj Terre Tree Filter, 6" Curb Reveal 9000-0004 Each 4.000 01 n h, k, m Proj Terre Tree Filter, 8" Curb Reveal 9000-0005 Each 15.000 01 n k Proj Rectangular Manhole Top Unit 9000-0006 Each 1.000 01 n h, k1 Proj Tap Connection To Brick Pipe 9000-0007 Each 31.000 01 n c1, k1 Proj Plug Existing Pipe, Less Than 30" Diameter 9000-0008 Each 4.000 01 n h Proj Catch Basin Trap 9000-0009 Each 7.000 01 n h, k1 Proj Concrete Collar 9000-0010 Square Yard 1,286.000 01 n c, e, f Proj Paved Bituminous Drives 9000-0011 Square Yard 56.000 01 n c, e, k Proj Concrete Drives 9000-0012 Square Yard 444.000 01 n c, e, k Proj Cement Concrete Apron 9000-0013 Square Yard 280.000 01 n c1 Proj Gravel Drives 9000-0014 Each 7.000 01 n x Proj Permanent Right-Of-Way Monuments 9000-0015 Linear Foot 323.000 01** n k Proj Plain Cement Concrete Curb, 4" Reveal 9000-0016 Linear Foot 343.000 01 n k Proj Plain Cement Concrete Curb, 6" Reveal 9000-0017 Linear Foot 948.000 01 n k Proj Granite Curb 9000-0018 Each 1.000 01 n r Proj Historic District Sign 9000-0019 Each 5.000 01 n r Proj Reset Post Mounted Wayfinding Signs On Existing Breakaway Posts 9000-0021 Each 6.000 01 n r Proj Mount Wayfinding Signs On Breakaway Posts Provided By Norristown 9000-0023 Linear Foot 50.000 13 n j, q Proj Temporary Guide Rail 9000-0024 Lump Sum 1.000 13 n q Proj Maintenance And Protection Of Pedestrian Traffic 9000-0025 Dollar 20,000.000 $1.00 $20,000.00 13 y q Proj Off-Duty Uniformed Police Officer 9000-0026 Dollar 10,000.000 $1.00 $10,000.00 13 y q Proj Incident Management Plan 9000-0030 Lump Sum 1.000 01 n x Proj Vibration Monitoring And Control 9000-0031 Each 10.000 01 n c1 Proj Utility Test Pits 9000-0032 Each 5.000 01 n x Proj Railroad Tie Confirmatory Sampling 9000-0033 Ton 80.000 01 n c1 Proj Disposal Of Railroad Ties 9000-0034 Each 12.000 01 n x Proj Confirmatory Sampling Of Soil 9000-0035 Cubic Yard 245.000 01 n c1 Proj Reuse Of Clean Fill Materials 9000-0036 Dollar 200,000.000 $1.00 $200,000.00 01 y x Proj Unexpected Regulated Fill And Hazardous Waste 9000-0037 Each 1.000 01 n h Proj Temporary Storm Drain Inlet Cover 9000-0038 Each 9.000 01 n c1, h Proj Temporary Pipe Cover 9000-0039 Each 2.000 01 n m2 Proj Concrete Washout 9000-0043 Each 1.000 13 n p, q Proj Temporary Traffic Signals At Dekalb Street And Spruce Street 9000-0047 Each 92.000 13 n p, q Proj Temporary Traffic Signal Timing Changes 9000-0048 Each 1.000 13 n p Proj System Computer 9000-0050 Each 1.000 01 n p, p8 Proj Traffic Signal Support, 55' And 30' Mast Arm With Luminaire Arm ( 30' Mounting Height) 9000-0051 Each 3.000 01 n c1, p8 Proj Junction Box, 17"x30" 9000-0053 Dollar 283,025.000 $1.00 $283,025.00 01 y p Proj Traffic Adaptive Control System 9000-0054 Each 1.000 01 n p Proj Traffic Signal Support, 25' Mast Arm Supplied By The Department 9000-0056 Each 3.000 01 n p Proj Nema Ts-2; Type 1 Controller Assembly, Type 1 Mounting Modified 9000-0058 Each 3.000 01 n p Proj Emergency Pre-Emption System, Four Apporaches 9000-0059 Each 12.000 01 n p Proj Video Camera Mast Arm Bracket 9000-0060 Each 3.000 01 n p, p4 Proj Fiber Optic Patch Panel 9000-0062 Each 3.000 01 n p4 Proj Managed Network Switch, Signal Cabinet 9000-0064 Each 4.000 01 n p Proj Controller Modification 9000-0065 Each 4.000 01 n p Proj Video Camera Adjustment 9000-0066 Each 7.000 01 n p Proj Installation Of Traffic Adaptive System 9000-0067 Each 29.000 01 n p Proj Traffic Signal Fiber Retipping 9000-0068 Lump Sum 1.000 01 n p4 Proj System Migration 9000-0069 Each 1.000 01 n p4 Proj Support Equipment 9000-0073 Each 1.000 03 n p Proj Relocate Bluetooth Reader (Br) Assembly 9000-0074 Lump Sum 1.000 03 n p4 Proj System Support Equipment 9000-0075 Dollar 20,000.000 $1.00 $20,000.00 03 y x Proj Peco Energy Services 9000-0076 Each 11.000 03 n p8 Proj 3/4" x 10' Copper Clad Steel Ground Rod 9000-0077 Lump Sum 1.000 03 n p1 Proj Remove Existing Cctv Camera Assembly 9000-0078 Lump Sum 1.000 03 n p1 Proj Temporary Cctv Camera Assembly 9000-0079 Lump Sum 1.000 03 n p4 Proj Retrofit Rtmc Communications Hub 9000-0080 Lump Sum 1.000 03 n p4 Proj Retrofit Communcations Hub 3500 9000-0081 Lump Sum 1.000 03 n x Proj Its Complete Power Supply 9000-0082 Linear Foot 545.000 03 n p4 Proj Fiber Optic Drop Cable, 24 Strand 9000-0083 Linear Foot 1,335.000 03 n p4 Proj Fiber Optic Drop Cable, 12 Strand 9000-0084 Each 36.000 03 n p4 Proj Fiber Optic Patch Cable 9000-0085 Each 9.000 03 n p4 Proj Fiber Optic Termination Panel (Ftp) 9000-0086 Each 9.000 03 n p4 Proj Fiber Optic Splice Enclosure 9000-0087 Each 10.000 03 n p4 Proj Fiber Optic Network Switch 9000-0088 Square Foot 24.000 03 n p3 Proj Dms Numbering Signs 9000-0089 Each 1.000 03 n p8 Proj 35' Wooden Utility Pole 9000-0091 Lump Sum 1.000 03 n x Proj Rtmc Video Sharing - Modification And Penndot Coordination 9000-0092 Lump Sum 1.000 03 n x Proj Municipal Video Sharing Whitpain Township 9000-0093 Linear Foot 1,149.000 01 n c1, h Proj Roof Drain Outlets 9000-0096 Lump Sum 1.000 02 n m Proj Plant And Seed Establishment Period 9000-0097 Square Yard 437.000 01 n k Proj Sand/Cement And Sand Setting Bed For Unit Pavers, 1" Depth 9000-0098 Square Yard 280.000 01 n k Proj Unit Paver, Type a 9000-0099 Square Yard 100.000 01 n k Proj Unit Paver, Type b 9000-0100 Square Yard 57.000 01 n k Proj Unit Paver, Type d 9000-0101 Linear Foot 42.000 01 n k Proj Edging For Unit Pavers 9000-0102 Square Yard 3.000 02 n m Proj Granite Stone Dust For Tree Pits 9000-0103 Square Yard 171.000 01 n k Proj Cement Concrete Sidewalk, 8" Depth 9000-0104 Cubic Yard 30.000 02 n m Proj Structural Soil 9000-0105 Each 2.000 01 n h Proj Underground Detention Outlet 9000-0106 Square Yard 285.000 01 n d Proj Plain Cement Concrete Base Course, 4" Depth 9000-0108 Lump Sum 1.000 72 n x Proj Furnish And Install Gas Utility Facility 9000-0109 Lump Sum 1.000 50 n x Proj Furnish And Install Sewer Utility Facility, s-28564 9000-0110 Lump Sum 1.000 42 n x Proj Furnish And Install Electric Utility Facility 9000-0111 Dollar 10,000.000 $1.00 $10,000.00 31 y b1 Proj Removal Of Unspecified Asbestos Material 9000-0112 Lump Sum 1.000 30 n s5 Proj Temporary Bracing And Support System 9000-0113 Cubic Yard 13.000 30 n k1 Proj Resetting Portion Of Stone Masonry Arch Barrel 9000-0114 Linear Foot 2,832.000 30 n k1 Proj Masonry Repointing 9000-0115 Square Foot 40.000 30 n k1 Proj Masonry Repair 9000-0116 Square Foot 14,150.000 30 n k1 Proj Masonry Cleaning 9000-0117 Lump Sum 1.000 50 n x Proj Furnish And Install Sewer Utility Facility, s-28638 9000-0118 Lump Sum 1.000 03 n p4 Proj Retrofit Communications Hub 3100 9000-0119 Lump Sum 1.000 03 n x Proj Testing Of Its Complete Power Supply 9000-0120 Linear Foot 328.000 03 n c1, p8 Proj 2" Conduit, Special 9000-0121 Each 1.000 03 n p4 Proj Managed Network Switch, Hub 9000-0122 Each 1.000 01 n j1 Proj Single Face Barrier Transition, 41" Height 9000-0123 Lump Sum 1.000 32 n p3 Proj Steel Dms Structure - Centermount 9000-0124 Linear Foot 9.000 32 n u1 Proj 57" Diameter Drilled Caisson, Shaft Section In Soil 9000-0126 Lump Sum 1.000 50 n h Proj Installation And Relocation Of Nmwa Facilities 9000-0127 Lump Sum 1.000 01 n p Proj Installation And Relocation Of Septa Grade Crossing Warning Devices At Main Street And Marshall Street e 9000-0128 Linear Foot 16.000 01 n h Proj 15" Thermoplastic Pipe, Group Vi, 15'-2 Fill, Shore/Trench Box o 9000-0129 Linear Foot 16.000 01 n h Proj 15" Thermoplastic Pipe, Group Vii, 15'-2' Fill, Shore/Trench Box 9000-0130 Linear Foot 414.000 01 n m2 Proj Temporary Concrete Barrier Cofferdam 9000-0132 Square Foot 6.000 01 n r Proj Post Mounted Street Name Signs, Type b 9000-0133 Square Foot 6.000 01 n r Proj Post Mounted Street Name Signs, Type f 9000-0134 Hour 1,254.000 01 n x Proj Erosion And Sediment Pollution Control Supervisor(s) 9000-0135 Square Foot 710.000 02 n x Proj Tree Protection Zone 9000-0136 Each 1.000 01 n k Proj Temporary Inlet Cap 9000-0137 Linear Foot 360.000 01 n c1, j1 Proj Remove Existing Concrete Barrier 9000-0138 Each 1.000 01 n c1, j3 Proj Remove Existing Impact Attenuator 9000-0139 Linear Foot 550.000 01 n c1, h Proj Remove Abandoned Water Line 9000-0140 Dollar 25,000.000 $1.00 $25,000.00 42 y b1 Proj Removal Of Asbestos Containing Abandoned Utilities 9000-0141 Square Yard 77.000 01 n k Proj Decorative Sidewalk 9000-0142 Square Yard 12.000 01 n k Proj Patterned Concrete 9000-0143 Linear Foot 120.000 01 n k Proj Extra-Height Curb Wall 9000-0144 Square Foot 60.000 01 n k1 Proj Concrete Entrance Ramp 9000-0145 Square Foot 3.000 01 n k1 Proj Concrete Landing No.1 9000-0146 Square Foot 10.000 01 n k1 Proj Concrete Steps 9000-0147 Square Foot 14.000 01 n k1 Proj Concrete Landing No.2 9000-0148 Linear Foot 24.000 01 n j2 Proj Aluminum Handrailing 9000-0149 Dollar 100,000.000 $1.00 $100,000.00 01 y o, p, r Proj Traffic Pattern Modifications 9000-0516 Square Yard 700.000 01** n g Proj Full Depth Concrete Pavement, Pre-Cast 10" Depth 9000-8002 Each 11.000 01 n p Proj Decorative Street Light Pole 9000-8016 Each 11.000 01 n p Proj Decorative 8-Foot Pole Arm 9000-8017 Each 2.000 01 n p Proj Relocate Existing Light Pole And Luminaire 9000-8025 Each 11.000 01 n p Proj 100-Watt Led Tear Drop Luminaire 9000-8035 Each 42.000 01 n p Proj 250-Watt Metal Halide Luminaire, Arm Mount 9000-8044 Lump Sum 1.000 01 n x Proj Highway Lighting Asset Numbering 9000-8045 Each 3.000 01 n p, p8 Proj Complete Power Supply System, Ground Mounted Enclosure 9000-8046 Lump Sum 1.000 01 n p Proj Removal Of Existing Lighting System 9000-8047 Each 10.000 01 n p Proj 8-Foot Bracket Arm For Wood Pole 9203-0101 Lump Sum 1.000 31 n c1, s5 Std Temporary Excavation Support And Protection System 9999-9950 Each 1.000 $484.00 $484.00 62 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9951 Each 1.000 $464.00 $464.00 62 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9952 Each 1.000 $553.00 $553.00 62 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9953 Each 10.000 $527.00 $5,270.00 62 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9954 Each 1.000 $864.00 $864.00 62 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9955 Each 1.000 $824.00 $824.00 62 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9956 Each 1.000 $816.00 $816.00 62 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9957 Each 1.000 $694.00 $694.00 62 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9958 Each 1.000 $814.00 $814.00 62 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9959 Each 1.000 $860.00 $860.00 62 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9960 Each 1.000 $1,330.00 $1,330.00 62 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9961 Each 1.000 $1,474.00 $1,474.00 62 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9962 Vertical Foot 1.000 $391.00 $391.00 62 y k Std Utility Manhole Neck Rebuilding 9999-9963 Each 1.000 $250.00 $250.00 62 y k Std 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9999-9964 Each 1.000 $404.00 $404.00 62 y k Std 16 To 54 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9999-9965 Each 1.000 $279.00 $279.00 62 y k Std 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type d 9999-9966 Each 1.000 $465.00 $465.00 62 y k Std 16 To 54 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type d 9999-9967 Each 1.000 $808.00 $808.00 62 y k Std 201 Box Adjustment For Resurfacing | ||||||||
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