Neville Island Bridge

The description and location of the project is as follows: For the bridge preservations, bituminous approach, drainage, guide rail, signing and pavement markings, and other miscellaneous construction, all within a length of 7,270 linear feet (1.377 miles) as indicated on the approved drawings included in the bid package for STATE ROUTE 0079 SECTION A61 (Raymond P. Shafer Highway) and STATE ROUTE 8017 (Glenfield Interchange), in Allegehny County, Robinson And Neville Townships, Glenfield Borough, Commonwealth of Pennsylvania. This project being situated as follows: From a point approximately 450 feet south of the I-79 NB ramp to SR 0051 in Robinson Township at Segment 0644/0645 Offset 1102/2280 (Station 799+00/804+00) to a point approximately 200 feet north of SR 4033 in Glenfield Borough at Segment 0660/0661 Offset 0427 (Station 874+00). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 390.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 48.000 01 n c1 Class 1b Excavation 0212-0001 Linear Foot 360.000 01 n c3, h, m2 Geotextile, Class 1 0311-0537 Ton 20.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix 0350-0108 Square Yard 702.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0121 Ton 115.000 01 n c, e Subbase (No. 2a) 0411-0491 Ton 9.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-e 0503-0001 Square Yard 702.000 01 n g1, k2 Protective Coating For Cement Concrete Pavements And Shoulders 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0002 Lump Sum 1.000 94 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0610-7002 Linear Foot 360.000 01 n h2 6" Pavement Base Drain 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 4619-0740 Each 3.000 01 n Yes j3 Proj Permanent Impact Attenuating Device, Type v, Test Level 3, (Mash) Modified 0620-0010 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 1.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 4620-0015 Each 2.000 01 n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition Modified 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 3,950.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 2.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 1.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 3,725.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 63.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 50.000 01 n j Type 31-Scc Guide Rail 0620-1660 Each 2.000 01 n j Type 31-Strong Post Anchor Terminal 4627-3020 Linear Foot 350.000 01 n Yes j1 Std Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` Modified 4627-3090 Linear Foot 248.000 01 n Yes j1 Std Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=9` Modified 4628-3020 Linear Foot 350.000 01 n Yes j1 Std Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` Modified 4628-3090 Linear Foot 248.000 01 n Yes j1 Std Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=9` Modified 0660-0025 Linear Foot 180.000 01 n f3 Milled Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0686-0060 Lump Sum 1.000 01 n x Construction Surveying, Type d, Modified 0689-0004 Lump Sum 1.000 01 n x Cpm Schedule, Resource Loaded 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 01 y x Semi-Formal Facilitation 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0811-0003 Linear Foot 310.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 10,000.000 $1.00 $10,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 3.000 01 n c1 Rock Construction Entrance 0867-0012 Linear Foot 200.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0102 Each 2.000 01 n q Shadow Vehicle 0901-0120 Each 2.000 01 n q Speed Display Sign 0901-0203 Each 3.000 01 n q Arrow Panel 0901-0231 Day 300.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 300.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 3,000.000 01 n q, r Additional Traffic Control Signs 4901-0320 Linear Foot 790.000 01 n Yes o Std 4" Standard Pavement Markings, Paint & Beads, Yellow Modified 4901-0331 Linear Foot 790.000 01 n Yes o Std 6" Standard Pavement Markings, Paint & Beads, White Modified 4901-0460 Each 6.000 01 n Yes q Std Full-Matrix Changeable Message Sign With Telecommunications Modified 0931-0003 Square Foot 61.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 91.000 01 n r Post Mounted Signs, Type c 4933-0001 Square Foot 220.000 01 n Yes r Proj Post Mounted Signs, Type d Modified 0935-0001 Square Foot 79.000 01 n r Post Mounted Signs, Type f 0936-0001 Square Foot 1,053.000 01 n r Structure Mounted Extruded Aluminum Channel Signs 4936-0200 Square Foot 115.000 01 n Yes r Proj Structure Mounted Flat Sheet Aluminum Signs Modified 0937-0076 Each 125.000 01 n o1, q Non Plowable Raised Pavement Markers (One Way w/b) 0937-0077 Each 300.000 01 n o1, q Non Plowable Raised Pavement Markers (One Way y/b) 0937-0104 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 35.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0211 Each 125.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0212 Each 75.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/y) 0938-0001 Each 6.000 01 n r Distance Marker Units 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 7.000 01 n r Reset Post Mounted Signs, Type f 0962-1001 Linear Foot 148.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 590.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 24,135.000 01 n o2, o3 Pavement Marking Removal 0964-0005 Linear Foot 13,958.000 01 n o 6" White Epoxy Pavement Markings 0964-0006 Linear Foot 12,000.000 01 n o 6" Yellow Epoxy Pavement Markings 0964-0007 Linear Foot 3,000.000 01 n o 6" Black Epoxy Pavement Markings 0964-0008 Linear Foot 8,838.000 01 n o 8" White Epoxy Pavement Markings 0964-0021 Linear Foot 1,587.000 01 n o 24" White Epoxy Pavement Markings 0966-0018 Each 13.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0966-0104 Each 29.000 01 n o1 Snowplowable Raised Pavement Marker, Two Way Bridge Deck Holder With Reflector (w/b) 0966-0106 Each 10.000 01 n o1 Snowplowable Raised Pavement Marker, Two Way Bridge Deck Holder With Reflector (w/r) 0966-0300 Each 22.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 4972-0001 Each 1.000 01 n Yes r Std Remove Post Mounted Signs, Type c Modified 1999-9999 Hour 4,000.000 97 n z Std Trainees 9000-0002 Each 3.000 01 n j3 Proj Remove Existing Impact Attenuator (Department Property) 9000-0003 Lump Sum 1.000 01 n q Proj River Traffic Control 9000-0004 Square Yard 702.000 01 n g Proj Accelerated Plain Cement Concrete, 13" Depth 9000-0005 Each 1.000 01 n j Proj Bridge Barrier Modification For Thrie-Beam Transition 9000-0006 Dollar 60,000.000 $1.00 $60,000.00 01 y f1 Proj Repair Of Detour Route 9000-0903 Square Foot 543.000 12 n q, r Proj Covering Overhead Sign Structure 9000-1000 Dollar 50,000.000 $1.00 $50,000.00 11** y s2 Proj Bridge Maintenance Repairs, s-38036 9000-1011 Each 1.000 12 n s2, t3 Proj Repair Type 1a - Floorbeam Connection Plate-To-Girder Top Flange Retrofit With Fatigue Cracks Type w, Wo, And St, s-38036 9000-1031 Each 2.000 12 n s2, t3 Proj Repair Type 3a - Floorbeam Web-To-Floorbeam Top Flange - Drill Crack Arrest Hole Retrofit, s-38036 9000-1032 Each 129.000 12 n s2, t3 Proj Repair Type 3b - Floorbeam Web-To-Floorbeam Top Flange - Drill Crack Arrest Hole Retrofit, s-38036 9000-1033 Each 1.000 12 n s2, t3 Proj Repair Type 3c - Floorbeam Web-To-Floorbeam Top Flange - Drill Crack Arrest Hole Retrofit, s-38036 9000-1041 Each 2.000 12 n s2, t3 Proj Repair Type 4a - Floorbeam Web-To-Floorbeam Bottom Flange - Drill Crack Arrest Hole Retrofit, s-38036 9000-1042 Each 37.000 12 n s2, t3 Proj Repair Type 4b - Floorbeam Web-To-Floorbeam Bottom Flange - Drill Crack Arrest Hole Retrofit, s-38036 9000-1043 Each 1.000 12 n s2, t3 Proj Repair Type 4c - Floorbeam Web-To-Floorbeam Bottom Flange - Drill Crack Arrest Hole Retrofit, s-38036 9000-1044 Each 1.000 12 n s2, t3 Proj Repair Type 4d - Floorbeam Web-To-Floorbeam Bottom Flange - Bolted Angle And Drill Crack Arrest Hole Retrofit, s-38036 9000-1062 Each 60.000 12 n s2, t3 Proj Repair Type 6b - Stringer Diaphragm Connection Plate-To-Stringer Web Weld Retrofit With Fatigue Cracks Type p, s-38036 9000-1063 Each 10.000 12 n s2, t3 Proj Repair Type 6c - Stringer Intermediate Diaphragm Connection Plate Adjacent Stringer Top Flange Retrofit With Fatigue Cracks Type Pu, s-38036 9000-1064 Each 1.000 12 n s2, t3 Proj Repair Type 6d - Stringer Intermediate Diaphragm Connection Plate Adjacent Stringer Top Flange Retrofit With Fatigue Cracks Type Pu, s-38036 9000-1071 Each 11.000 12 n s2, t3 Proj Repair Type 7a - Stringer Diaphragm Web Strengthening At Previous Girder Retrofit Repair With Existing Fatigue Cracks Type d, s-38036 9000-1072 Each 97.000 12 n s2, t3 Proj Repair Type 7b - Stringer Diaphragm Web Strengthening At Previous Girder Retrofit Repair Without Existing Fatigue Cracks Type d, s-38036 9000-1073 Each 1.000 12 n s2, t3 Proj Repair Type 7c - Stringer Diaphragm Web Strengthening At Diaphragm Connection Plate-To Girder Web With Existing Fatigue Cracks Type d, s-38036 9000-1074 Each 14.000 12 n s2, t3 Proj Repair Type 7d - Stringer Diaphragm Web Strengthening At Diaphragm Connection Plate-To Girder Web Without Existing Fatigue Cracks Type d, s-38036 9000-1075 Each 6.000 12 n s2, t3 Proj Repair Type 7e - Stringer Diaphragm Web Strengthening At Diaphragm Connection Plate-To-Stringer Web With Existing Fatigue Cracks Type d, s-38036 9000-1076 Each 1.000 12 n s2, t3 Proj Repair Type 7f - Stringer Diaphragm Web Strengthening At Diaphragm Connection Plate-To-Stringer Web Without Existing Fatigue Cracks Type d, s-38036 9000-1081 Each 16.000 12 n s2 Proj Repair Type 8a - Grind Taper In Backup Bar Termination, s-38036 9000-1082 Each 371.000 12 n s2 Proj Repair Type 8b - Grind Taper In Backup Bar Splice, s-38036 9000-1083 Each 41.000 12 n s2 Proj Repair Type 8c - Grind Taper In Backup Bar Terminations At Both Sides Of Drain Hole, s-38036 9000-1084 Each 6.000 12 n s2 Proj Repair Type 8d - Grind Taper In Backup Bar Splice When Splice Is Less Than 2-1/2" From Transverse Stiffener Plate, s-38036 9000-1090 Each 1.000 12 n s2 Proj Repair Type 9 - Cracked Tack Weld Removal, s-38036 9000-1100 Each 4.000 12 n t3, t4 Proj Repair Type 10 - Floorbeam Transverse Stiffener-To-Floorbeam Top Flange Cracked Weld Retrofit, s-38036 9000-1110 Each 3.000 12 n t3, t4 Proj Repair Type 11 - Floorbeam Transverse Stiffener-To-Floorbeam Web Cracked Weld Retrofit, s-38036 9000-1121 Each 8.000 12 n s2, t3 Proj Repair Type 12a - Floorbeam Connection Plate-To-Girder Top Flange Retrofit With Existing "k" Type Crack (Positive Moment Region), s-38036 9000-1122 Each 38.000 12 n s2, t3 Proj Repair Type 12b - Floorbeam Connection Plate-To-Girder Top Flange Retrofit Without Existing "k" Type Crack (Positive Moment Region), s-38036 9000-1123 Each 1.000 12 n s2, t3 Proj Repair Type 12c - Floorbeam Connection Plate-To-Girder Top Flange Retrofit With Existing "k" Type Crack Adjacent Top Flange Transition (Positive Moment Region), s-38036 9000-1124 Each 1.000 12 n s2, t3 Proj Repair Type 12d - Floorbeam Connection Plate-To-Girder Top Flange Retrofit Without Existing "k" Type Crack Adjacent Top Flange Transition (Positive Moment Region), s-38036 9000-1125 Each 2.000 12 n s2, t3 Proj Repair Type 12e - Floorbeam Connection Plate-To-Girder Top Flange Retrofit With Or Without Existing "k" Type Crack Adjacent Top Flange Transition (Positive Moment Region), s-38036 9000-1126 Each 1.000 12 n s2, t3 Proj Repair Type 12f - Floorbeam Connection Plate-To-Girder Top Flange Retrofit With Or Without Existing "k" Type Crack Adjacent Top Flange Transition (Positive Moment Region), s-38036 9000-1131 Each 14.000 12 n s2, t3 Proj Repair Type 13a - Girder Diaphragm Connection Plate-To-Girder Top Flange Retrofit With Existing "k" Type Crack (Positive Moment Region), s-38036 9000-1132 Each 38.000 12 n s2, t3 Proj Repair Type 13b - Girder Diaphragm Connection Plate-To-Girder Top Flange Retrofit Without Existing "k" Type Crack (Positive Moment Region), s-38036 9000-1133 Each 2.000 12 n s2, t3 Proj Repair Type 13c - Girder Diaphragm Connection Plate-To-Girder Top Flange Retrofit With Existing "k" Type Crack Adjacent Top Flange Transition (Positive Moment Region), s-38036 9000-1134 Each 4.000 12 n s2, t3 Proj Repair Type 13d - Girder Diaphragm Connection Plate-To-Girder Top Flange Retrofit Without Existing "k" Type Crack Adjacent Top Flange Transition (Positive Moment Region), s-38036 9000-1135 Each 1.000 12 n s2, t3 Proj Repair Type 13g - Girder Diaphragm Connection Plate-To-Girder Top Flange Retrofit With Or Without Existing "k" Type Crack Adjacent Top Flange Transition (Positive Moment Region), s-38036 9000-1140 Each 14.000 12 n s2 Proj Repair Type 14 - Remove Weld Remnants And Welded Attachments, s-38036 9000-1151 Each 2.000 12 n s2 Proj Repair Type 15a - Remove Plug Welds, s-38036 9000-1152 Each 12.000 12 n s2 Proj Repair Type 15b - Remove Plug Welds, s-38036 9000-1161 Each 24.000 12 n s2, t3 Proj Repair Type 16e - Stringer Out Of Plane Displacement Retrofit With Diaphragm Intermediate Support Stool (Expansion), s-38036 9000-1162 Each 32.000 12 n s2, t3 Proj Repair Type 16f - Stringer Out Of Plane Displacement Retrofit With Diaphragm Intermediate Support Stool (Fixed), s-38036 9000-1170 Each 13.000 12 n s2, t4 Proj Repair Type 17 - Repair Cracked Or Missing Weld, s-38036 9000-1180 Each 1.000 12 n s2, t3 Proj Repair Type 18 - Remove Portion Of Longitudinal Stiffener And Retrofit With Bolted Angles, s-38036 9000-1200 Cubic Foot 5,724.000 12 n s2 Std Repair Type 20 - Class Aa Cement Concrete Repairs Of Spalled And Delaminated Concrete Areas, s-38036 9000-1210 Linear Foot 2,288.000 12 n k1 Proj Repair Type 21 - Epoxy Injection Crack Seal, s-38036 9000-1220 Lump Sum 1.000 12 n s2 Proj Repair Type 22 - Clean Top Of Pier Cap Or Abutment Seat, s-38036 9000-1230 Square Yard 1,624.000 12 n k2 Proj Repair Type 23 - Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealer), s-38036 9000-1240 Linear Foot 838.000 12 n k1 Proj Repair Type 24 - Pointing Of Pier Mortar Joints For Granite Cap And Rock Face Stones, s-38036 9000-1250 Each 1.000 12 n k1 Proj Repair Type 25 - Replace Missing And Repair Pier Granite Rock Face Stones, s-38036 9000-1260 Square Yard 1,516.000 12 n k2 Proj Repair Type 26 - Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin), s-38036 9000-1301 Each 1.000 12 n s2, t3, t4 Proj Repair Type 30a - Repair Deteriorated Girder Web With Welded Scab Plates, s-38036 9000-1303 Each 1.000 12 n s2, t3, t4 Proj Repair Type 30c - Repair Deteriorated Girder Web At Field Splice With Bolted Angles, s-38036 9000-1304 Each 1.000 12 n s2, t3, t4 Proj Repair Type 30d - Repair Deteriorated Girder Web At Field Splice With Bolted Angles, s-38036 9000-1305 Each 1.000 12 n s2, t3, t4 Proj Repair Type 30e - Repair Deteriorated Girder Web At Field Splice With Bolted Angles, s-38036 9000-1306 Each 1.000 12 n s2, t3, t4 Proj Repair Type 30f - Repair Deteriorated Girder Web At Field Splice With Bolted Angles, s-38036 9000-1307 Each 1.000 12 n s2, t3, t4 Proj Repair Type 30g - Strengthening Girder Bottom Flange With Bolted Cover Plate, s-38036 9000-1311 Each 1.000 12 n s2, t3, t4 Proj Repair Type 31a - Repair Deteriorated Floorbeam Web With Bolted Angles, s-38036 9000-1312 Each 1.000 12 n s2, t3, t4 Proj Repair Type 31b - Repair Deteriorated Floorbeam Stiffener With Bolted Angles, s-38036 9000-1313 Each 2.000 12 n s2, t3, t4 Proj Repair Type 31c - Repair Deteriorated Floorbeam Stiffener With New Stiffener Plate And Bolted Angles, s-38036 9000-1314 Each 1.000 12 n s2, t3, t4 Proj Repair Type 31d - Repair Deteriorated Floorbeam Stiffener With New Welded Stiffener Plate, s-38036 9000-1315 Each 3.000 12 n s2, t3, t4 Proj Repair Type 31e - Repair Deteriorated Floorbeam Stiffener With New Welded Stiffener Plate, s-38036 9000-1316 Each 1.000 12 n s2, t3, t4 Proj Repair Type 31f - Repair Deteriorated Floorbeam Web With Welded Scab Plate, s-38036 9000-1320 Each 4.000 12 n s2, t3 Proj Repair Type 32 - Install New Access Hatch In Floorbeam Bottom Plate, s-38036 9000-1331 Each 3.000 12 n s2, t3, t4 Proj Repair Type 33a - Repair Deteriorated Areas Of Diaphragms With Bolted Cover Plates, s-38036 9000-1332 Each 10.000 12 n s2, t3, t4 Proj Repair Type 33b - Repair Corrosion Holes In Diaphragms With Welded Scab Plates, s-38036 9000-1341 Each 26.000 12 n s2, t3 Proj Repair Type 34a - Replace Short, Loose, Missing, Or Deteriorated Bolt With New Hs Bolt, s-38036 9000-1342 Each 333.000 12 n s2, t3 Proj Repair Type 34f - Replace Deteriorated Bolt With New Hs Bolt In Floorbeam Bottom Flange-To-Tie Girder Bottom Plate Connection (Span 21), s-38036 9000-1344 Each 68.000 12 n s2, t3 Proj Repair Type 34g - Replace Deteriorated Bolt With New Hs Bolt In Girder Bottom Flange Splice Plate, s-38036 9000-1345 Each 491.000 12 n s2, t3 Proj Repair Type 34s - Replace Deteriorated Bolt With New Hs Bolt In Tie Girder Bottom Plate Splice (Span 21), s-38036 9000-1346 Each 111.000 12 n s2, t3 Proj Repair Type 34t - Replace Deteriorated Or Missing Bolt With New Hs Bolt In Lateral Bracing Top Gusset Plate, s-38036 9000-1347 Each 119.000 12 n s2, t3 Proj Repair Type 34b - Replace Deteriorated Or Missing Bolt With New Hs Bolt In Lateral Bracing Bottom Gusset Plate, s-38036 9000-1348 Each 13.000 12 n s2, t3 Proj Repair Type 34c - Replacing Missing Nuts And Washers At Interior Access Hatch Covers In Arch Span Members, s-38036 9000-1351 Each 5.000 12 n s2, t3 Proj Repair Type 35a - Replace Stringer Anchor Bolts At Stringer-To-Floorbeam Connection, s-38036 9000-1352 Each 20.000 12 n s2, t3 Proj Repair Type 35b - Replace Stringer Anchor Bolts At Stringer-To-Floorbeam Connection, s-38036 9000-1353 Each 1.000 12 n s2, t3 Proj Repair Type 35c - Replace Stringer Anchor Bolts And Stringer Bearing Plate At Stringer-To-Floorbeam Connection, s-38036 9000-1354 Each 2.000 12 n s2, t3 Proj Repair Type 35d - Replace Stringer Anchor Bolts And Stringer Bearing Plate At Stringer-To-Floorbeam Connection, s-38036 9000-1355 Each 8.000 12 n s2, t3 Proj Repair Type 35e - Replace Stringer Anchor Bolts And Stringer Bearing Plate At Stringer-To-Floorbeam Connection, s-38036 9000-1360 Each 1.000 12 n s2, t3, t4 Proj Repair Type 36 - Repair Deteriorated Stringer Diaphragm Area, s-38036 9000-1381 Each 4.000 12 n s2, t3 Proj Repair Type 38t - Replace Top Deteriorated Gusset Plate For Lower Lateral Bracing, s-38036 9000-1382 Each 3.000 12 n s2, t3 Proj Repair Type 38b - Replace Bottom Deteriorated Gusset Plate For Lower Lateral Bracing, s-38036 9000-1391 Each 1.000 12 n s2, t3, t4 Proj Repair Type 39a - Replace Deteriorated Lower Lateral Shear Bracing, s-38036 9000-1392 Each 2.000 12 n s2, t3, t4 Proj Repair Type 39b - Repair Deteriorated Lower Lateral Bracing With Welded Scab Plate, s-38036 9000-1401 Lump Sum 1.000 12 n r1 Proj Repair Type 40a - Replace Sign Support Cantilever Bracket, s-38036 9000-1402 Each 8.000 12 n r1 Proj Repair Type 40b - Retrofit Sign Support Cantilever Bracket For Fatigue Cracking, s-38036 9000-1403 Each 2.000 12 n r1 Proj Repair Type 40c - Reinforce Sign Support Cantilever Bracket Bottom Flange, s-38036 9000-1411 Each 9.000 12 n s2, t3 Proj Repair Type 41a - Replace Girder Bottom Flange Splice Plates And Bolts, s-38036 9000-1412 Each 1.000 12 n s2, t3 Proj Repair Type 41b - Replace Girder Bottom Flange Splice Plates And Bolts, s-38036 9000-1420 Each 2.000 12 n s2, t3 Proj Repair Type 42 - Install Shim Plates Between Stringer-To-Floorbeam Bearing Area Gap, s-38036 9000-1441 Each 28.000 12 n s2, t4 Proj Repair Type 44a - Modify Existing Access Hatch Cover On Tie Girder, s-38036 9000-1443 Each 4.000 12 n s2, t4 Proj Repair Type 44c - Modify Existing Access Hatch Cover On Arch Rib, s-38036 9000-1444 Each 6.000 12 n s2, t4 Proj Repair Type 44d - Modify Existing Access Hatch Cover On Arch Rib, s-38036 9000-1451 Each 4.000 12 n s2, t3, t4 Proj Repair Type 45a - Replace Existing Access Hatch Cover On Arch Rib With New Hatch Cover Secured By Latch Assembly, s-38036 9000-1452 Each 4.000 12 n s2, t3, t4 Proj Repair Type 45b - Replace Existing Access Hatch Cover At End Of Tie Girder With New Hatch Cover Secured By Latch Assembly, s-38036 9000-1453 Each 18.000 12 n s2, t3, t4 Proj Repair Type 45c - Replace Existing Access Hatch Cover On Arch Rib With New Hatch Cover Secured By Bolts, s-38036 9000-1454 Each 2.000 12 n s2, t3, t4 Proj Repair Type 45d - Replace Existing Access Hatch Cover On End Floorbeam With New Hatch Cover Secured By Latch Assembly, s-38036 9000-1470 Lump Sum 1.000 12 n r1 Proj Repair Type 47 - Remove Unused Sign Support Brackets, s-38036 9000-1481 Each 15.000 12 n s2 Proj Repair Type 48a - Drill Crack Arrest Holes In Top Of Inspection Walkway End Plate , s-38036 9000-1482 Each 3.000 12 n s2 Proj Repair Type 48b - Drill Two Crack Arrest Holes In Middle Of Inspection Walkway End Plate , s-38036 9000-1483 Each 1.000 12 n s2, t3 Proj Repair Type 48c - Replace Connection Plate For Inspection Walkway Ladder, s-38036 9000-1484 Each 1.000 12 n s2, t3 Proj Repair Type 48d - Repair Hole In Inspection Walkway Support Channel, s-38036 9000-1510 Each 26.000 12 n s2 Proj Repair Type 51 - Install New Suspender Rope Nylatron Plastic Protective Sleeves, s-38036 9000-1551 Each 10.000 12 n t3, t5 Proj Repair Type 55a - Replace Existing Expansion Bearing With New 300 To 499 Kip High-Load Multi-Rotational Disc Bearing And Stool, s-38036 9000-1552 Each 11.000 12 n t3, t5 Proj Repair Type 55b - Replace Existing Expansion Bearing With New 500 To 599 Kip High-Load Multi-Rotational Disc Bearing And Stool, s-38036 9000-1553 Each 7.000 12 n t3, t5 Proj Repair Type 55c - Replace Existing Expansion Bearing With New 600 To 699 Kip High-Load Multi-Rotational Disc Bearing And Stool, s-38036 9000-1554 Each 27.000 12 n t3, t5 Proj Repair Type 55d - Replace Existing Expansion Bearing With New 700 To 799 Kip High-Load Multi-Rotational Disc Bearing And Stool, s-38036 9000-1555 Each 13.000 12 n t3, t5 Proj Repair Type 55e - Replace Existing Expansion Bearing With New 800 To 899 Kip High-Load Multi-Rotational Disc Bearing And Stool, s-38036 9000-1556 Each 5.000 12 n t3, t5 Proj Repair Type 55f - Replace Existing Expansion Bearing With New 900 To 1099 Kip High-Load Multi-Rotational Disc Bearing And Stool, s-38036 9000-1557 Each 16.000 12 n t3, t5 Proj Repair Type 55g - Replace Existing Expansion Bearing With New 1400 To 1550 Kip High-Load Multi-Rotational Disc Bearing And Stool, s-38036 9000-1558 Each 20.000 12 n t3, t5 Proj Repair Type 55h - Replace Existing Expansion Bearing With New 1700 To 2000 Kip High-Load Multi-Rotational Disc Bearing And Stool, s-38036 9000-1561 Each 2.000 12 n s2, t3, t5 Proj Repair Type 56a - Replace Existing Expansion Bearing With New High-Load Multi-Rotational Pot Bearing And Stool, s-38036 9000-1562 Each 2.000 12 n s2, t3, t5 Proj Repair Type 56b - Replace Existing Expansion Bearing With New High-Load Multi-Rotational Pot Bearing And Stool, s-38036 9000-1570 Each 4.000 12 n s2, t5 Proj Repair Type 57 - Clean And Lubricate Bearings, s-38036 9000-1601 Square Foot 3,480.000 12 n s9 Proj Repair Type 60a - Type 2 Bridge Deck Spall Repair, s-38036 9000-1602 Square Foot 344.000 12 n s9 Proj Repair Type 60b - Bridge Deck Underside Concrete Spall Repair, s-38036 9000-1603 Square Foot 300.000 12 n s9 Proj Repair Type 60c - Type 3 Bridge Deck Spall Repair, s-38036 9000-1610 Linear Foot 3,520.000 12 n t5 Proj Repair Type 61 - Replace Joint Seals In Transverse Construction Joints, s-38036 9000-1621 Linear Foot 1,879.000 12 n t6 Proj Repair Type 62a - Install New Neoprene Strip Seal Expansion Dam Seals, s-38036 9000-1622 Linear Foot 243.000 12 n t6 Proj Repair Type 62b - Install New Neoprene Strip Seal Expansion Dam Seals, s-38036 9000-1630 Linear Foot 105.000 12 n t6, t7 Proj Repair Type 63 - Replace Steel Plate Tooth Expansion Dam Drainage Trough System, s-38036 9000-1640 Linear Foot 3,800.000 12 n g4, k1 Proj Repair Type 64 - Replace Bridge Median Barrier Longitudinal Joint Seal, s-38036 9000-1650 Square Yard 21,308.000 12 n s9 Proj Repair Type 65 - Hmwm Sealing Of Cracks In Bridge Deck, s-38036 9000-1660 Square Foot 344.000 12 n j1 Proj Repair Type 66 - Bridge Barrier And Median Barrier Concrete Spall/Delamination Repair, s-38036 9000-1670 Linear Foot 7,784.000 12 n k1, s2 Proj Repair Type 67 - Bridge Barrier And Median Barrier Concrete Crack Repair, s-38036 9000-1680 Each 620.000 12 n s2 Proj Repair Type 68 - Bridge Barrier Aluminum Railing Repair, s-38036 9000-1691 Square Yard 2,800.000 12 n f3, s2 Proj Repair Type 69a - Bridge Deck Scarification, 1" Depth, s-38036 9000-1692 Square Yard 2,800.000 12 n s9 Proj Repair Type 69b - Concrete Bridge Deck Surface Preparation Using Hydrodemolition, s-38036 9000-1693 Square Yard 2,800.000 12 n s3 Proj Repair Type 69c - Place New Latex-Modified Concrete Bridge Deck Wearing Surface, 1-1/4" Depth, s-38036 9000-1694 Cubic Yard 60.000 12 n s3 Proj Repair Type 69d - Place New Latex-Modified Concrete Bridge Deck Wearing Surface, Variable Depth, s-38036 9000-1695 Square Yard 2,800.000 12 n g4, s9 Proj Repair Type 69e - Texturizing Concrete Bridge Deck Surface With Transverse Sawed Grooves, s-38036 9000-1696 Square Foot 300.000 12 n s3, s9 Proj Repair Type 69f - Repair Bridge Deck Latex Overlay, s-38036 9000-1711 Each 2.000 12 n t7 Proj Repair Type 71a - Replace Missing Downspout Clean Out Cap, s-38036 9000-1712 Each 9.000 12 n t7 Proj Repair Type 71b - Install New 45 Degree Lateral Clean Out Pipe With Plug In Downspout Pipe, s-38036 9000-1713 Each 4.000 12 n t7 Proj Repair Type 71c - Replace Cracked Groove Type Downspout Coupling With New Groove Type Coupling, s-38036 9000-1714 Each 4.000 12 n t7 Proj Repair Type 71d - Repair And Realign Downspouts With Underground Drainage Pipe, s-38036 9000-1721 Each 1.000 12 n t7 Proj Repair Type 72a - Reposition And Replace Downspout Pipe Support, Anchor Bolts, And/Or u-Bolt, s-38036 9000-1722 Each 2.000 12 n t7 Proj Repair Type 72b - Replace Missing Downspout Pipe Support, Anchor Bolt, And/Or u-Bolt, s-38036 9000-1740 Lump Sum 1.000 12 n t7 Proj Repair Type 74 - Clean And Flush Scuppers And Downspouts, s-38036 9000-1750 Dollar 55,000.000 $1.00 $55,000.00 12 y h Proj Repair Type 75 - Clean, Flush, Video, And Repair Underground Drainage System, s-38036 9000-1760 Lump Sum 1.000 12 n s2 Proj Repair Type 76 - Clean And Flush Bridge Deck, s-38036 9000-1771 Each 24.000 12 n p8 Proj Repair Type 77a - Repair Light Poles, s-38036 9000-1772 Each 13.000 12 n p8 Proj Repair Type 77b - Replace Electrical Box Cover At Light Poles With New Galvanized Cover, s-38036 9000-1773 Lump Sum 1.000 12 n p8 Proj Repair Type 77c - Replace Light Pole, s-38036 9000-1781 Each 53.000 12 n s2 Proj Repair Type 78a - Install Bird Screens Over Drain Holes In Girders, s-38036 9000-1782 Each 4.000 12 n s2 Proj Repair Type 78b - Install Bird Screens Over Drain Holes In Floorbeams, s-38036 9000-1790 Lump Sum 1.000 12 n p8 Proj Repair Type 79 - Removal Of Bridge Health Monitoring System, s-38036 9000-1801 Each 2.000 12 n r, s2 Proj Repair Type 80a - Install Navigation Placard At Pier, s-38036 9000-1802 Each 2.000 12 n r, s2 Proj Repair Type 80b - Install Navigation Placard On Navigational Light Down Rod, s-38036 9000-1810 Each 6.000 12 n p8 Proj Repair Type 81 - Repair Electrical Conduit, s-38036 9000-1820 Each 1.000 12 n s2 Proj Repair Type 82 - Drill Drain Holes In Arch Span Members, s-38036 9000-1850 Each 6.000 12 n r1, t3 Proj Repair Type 85k - Install New Signs With New Sign Support Brackets, s-38036 9000-1851 Each 64.000 12 n s2, t3 Proj Repair Type 85a - Replace Anchor Bolts At Sign Column Base Plate, s-38036 9000-1852 Dollar 10,000.000 $1.00 $10,000.00 12 y v Proj Repair Type 85b - Spot Paint Galvanized Surface Of Sign Structure, s-38036 9000-1853 Each 4.000 12 n r1, t3 Proj Repair Type 85c - Replace Bolts On Strut-To- Sign Column Connection, s-38036 9000-1854 Each 1.000 12 n r1, s2 Proj Repair Type 85d - Replace Corroded Type Lb Conduit Body, s-38036 9000-1855 Each 10.000 12 n r1, s2 Proj Repair Type 85e - Replace Truss Chord u-Bolts At Sign Support Towers, s-38036 9000-1856 Each 1,000.000 12 n r1, t3 Proj Repair Type 85f - Replace Bolts At Sign Truss Connections And Chord Splices, s-38036 9000-1857 Each 12.000 12 n r1, s2 Proj Repair Type 85g - Replace Sign Connection u-Bolts At Truss Chord, s-38036 9000-1858 Each 2.000 12 n s2, v Proj Repair Type 85h - Drill Oversize Drain Hole In Vertical Sign Support, s-38036 9000-1859 Each 80.000 12 n r, s2 Proj Repair Type 85j - Replace Aluminum Bolt With Galvanized Steel Bolt For Aluminum Sign Clip, s-38036 9000-1980 Lump Sum 1.000 12 n x Proj Repair Type 98 - Sound Curtains, s-38036 9000-2000 Dollar 200,000.000 $1.00 $200,000.00 12 y v Proj Unforeseen Painting Of Structural Steel, s-38036 9000-2081 Cubic Yard 468.000 01 n c1 Std As Directed Subgrade Undercut 9000-3061 Each 1.000 11 n s2, t3 Proj Repair Type 6a - Stringer Diaphragm Connection Plate Adjacent Stringer Bottom Flange Retrofit For Fatigue Cracks Type c, s-38035 9000-3122 Each 21.000 11 n s2, t3 Proj Repair Type 12b - Floorbeam Connection Plate-To-Girder Top Flange Retrofit Without Existing "k" Type Crack (Positive Moment Region), s-38035 9000-3131 Each 1.000 11 n s2, t3 Proj Repair Type 13a - Girder Diaphragm Connection Plate-To-Girder Top Flange Retrofit With Existing "k" Type Crack (Positive Moment Region), s-38035 9000-3132 Each 2.000 11 n s2, t3 Proj Repair Type 13b - Girder Diaphragm Connection Plate-To-Girder Top Flange Retrofit Without Existing "k" Type Crack (Positive Moment Region), s-38035 9000-3200 Cubic Foot 173.000 11 n s2 Std Repair Type 20 - Class Aa Cement Concrete Repairs Of Spalled And Delaminated Concrete Areas, s-38035 9000-3210 Linear Foot 120.000 11 n k1 Proj Repair Type 21 - Epoxy Injection Crack Seal, s-38035 9000-3220 Lump Sum 1.000 11 n s2 Proj Repair Type 22 - Clean Top Of Pier Cap Or Abutment Seat, s-38035 9000-3230 Square Yard 1,356.000 11 n k2 Proj Repair Type 23 - Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealer), s-38035 9000-3260 Square Yard 293.000 11 n k2 Proj Repair Type 26 - Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin), s-38035 9000-3341 Each 12.000 11 n s2, t3 Proj Repair Type 34a - Replace Short, Loose, Missing, Or Deteriorated Bolt With New Hs Bolt, s-38035 9000-3551 Each 8.000 11 n t3, t5 Proj Repair Type 55a - Replace Existing Expansion Bearing With New 300 To 499 Kip High-Load Multi-Rotational Disc Bearing And Stool, s-38035 9000-3556 Each 8.000 11 n t3, t5 Proj Repair Type 55f - Replace Existing Expansion Bearing With New 900 To 1099 Kip High-Load Multi-Rotational Disc Bearing And Stool, s-38035 9000-3601 Square Foot 4.000 11 n s9 Proj Repair Type 60a - Type 2 Bridge Deck Spall Repair, s-38035 9000-3610 Linear Foot 148.000 11 n t5 Proj Repair Type 61 - Replace Joint Seals In Transverse Construction Joints, s-38035 9000-3621 Linear Foot 162.000 11 n t6 Proj Repair Type 62a - Install New Neoprene Strip Seal Expansion Dam Seals, s-38035 9000-3640 Linear Foot 363.000 11 n g4, k1 Proj Repair Type 64 - Replace Bridge Median Barrier Longitudinal Joint Seal, s-38035 9000-3650 Square Yard 2,990.000 11 n s9 Proj Repair Type 65 - Hmwm Sealing Of Cracks In Bridge Deck, s-38035 9000-3660 Square Foot 25.000 11 n j1 Proj Repair Type 66 - Bridge Barrier And Median Barrier Concrete Spall/Delamination Repair, s-38035 9000-3670 Linear Foot 25.000 11 n k1, s2 Proj Repair Type 67 - Bridge Barrier And Median Barrier Concrete Crack Repair, s-38035 9000-3700 Each 1.000 11 n c1 Proj Repair Type 70 - Construct Class r-3 Rock Splash Block, s-38035 9000-3740 Lump Sum 1.000 11 n t7 Proj Repair Type 74 - Clean And Flush Scuppers And Downspouts, s-38035 9000-3750 Dollar 2,400.000 $1.00 $2,400.00 11 y h Proj Repair Type 75 - Clean, Flush, Video, And Repair Underground Drainage System, s-38035 9000-3760 Lump Sum 1.000 11 n s2 Proj Repair Type 76 - Clean And Flush Bridge Deck, s-38035 9000-9011 Dollar 60,000.000 $1.00 $60,000.00 01 y x Std Off Duty Uniformed Police Officer 9000-9012 Each 7.000 01 n p Proj Temporary Timing Modifications 9000-9015 Dollar 3,000.000 $1.00 $3,000.00 01 y j3 Proj Repair Temporary Impact Attenuating Device 9000-9017 Dollar 50,000.000 $1.00 $50,000.00 01 y x Proj Construction Service Patrol Vehicle 9000-9990 Dollar 50,000.000 $1.00 $50,000.00 01 y x Proj Incident Management Plan Implementation 9056-1000 Dollar 500,000.000 $1.00 $500,000.00 12 y s2, t3 Proj Unforeseen Structural Steel Repairs. s-38036 9056-3000 Dollar 20,000.000 $1.00 $20,000.00 11 y s2, t3 Proj Unforeseen Structural Steel Repairs, s-38035 9070-1900 Lump Sum 1.000 12 n v Proj Repair Type 90 - Painting Existing And New Structural Steel Using Organic Zinc-Rich Coating System, s-38036 9070-1910 Lump Sum 1.000 12 n v Proj Repair Type 91 - Coating Existing Arch Suspender Cables 9070-1920 Lump Sum 1.000 12 n v Proj Repair Type 92 - Zone Painting Interior Of Tie Girders, Arch Ribs, And Lateral Bracing, s-38036 9070-1940 Lump Sum 1.000 12 n v Proj Repair Type 94 - Zone Painting Interior Of Tie Girders And Floorbeams, s-38036 9070-1950 Dollar 355,000.000 $1.00 $355,000.00 12 y v Proj Repair Type 95 - Penetrating Sealer And Caulking Application, s-38036 9070-1970 Lump Sum 1.000 12 n v Proj Repair Type 97 - Painting Existing Steel Girder Bottom Flanges Over Csx Railroad, s-38036 9070-3900 Lump Sum 1.000 11 n v Proj Repair Type 90 - Painting Existing And New Structural Steel Using Organic Zinc-Rich Coating System, s-38035 9070-3950 Dollar 1,920.000 $1.00 $1,920.00 11 y v Proj Repair Type 95 - Penetrating Sealer And Caulking Application, s-38035 9071-1960 Square Foot 800.000 12 n v Proj Repair Type 96 - Spot Painting Existing And New Structural Steel On Interior Surfaces Of Arch Span Members, s-38036 9072-1001 Lump Sum 1.000 12 n x Proj Waste Management, s-38036 9072-1002 Lump Sum 1.000 12 n v2 Proj Containment, s-38036 9072-1003 Lump Sum 1.000 12 n v2 Proj Worker Health And Safety, s-38036 9072-3001 Lump Sum 1.000 11 n x Proj Waste Management, s-38035 9072-3002 Lump Sum 1.000 11 n v2 Proj Containment, s-38035 9072-3003 Lump Sum 1.000 11 n v2 Proj Worker Health And Safety, s-38035 9090-1100 Lump Sum 1.000 12 n s2, t3 Proj Temporary Support And Jacking Of Superstructure For Bearing Replacements, s-38036 9090-3100 Lump Sum 1.000 11 n s2, t3 Proj Temporary Support And Jacking Of Superstructure For Bearing Replacements, s-38035

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.