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 BID BOOKLET FOR HIGHWAY CONSTRUCTION OREGON DEPARTMENT OF TRANSPORTATION SALEM, OREGON STRUCTURES, SIGNING & SIGNALSSCOPE OF WORK (match plan title sheet) REGIONAL ACTIVE TRAFFIC MANAGEMENT (ATM) PROJECTPROJECT NAME (match plan title sheet) VARIOUS HIGHWAYSHIGHWAY (match plan title sheet) VARIOUS COUNTIESCOUNTY (match plan title sheet) APRIL 21, 2016BID DATE (Month Day, Year) CLASS OF PROJECT FEDERAL AID NUMBER OR "STATE (- BUY AMERICA)" CLASS OF WORK FROM CLASS OF WORK SHEETELECTRICAL BID OF SP00002_BB_Cover (2015 Specifications: 11-05-15) (Use the following for the Bid booklet. Fill in all appropriate blanks.) DESCRIPTION OF WORK (Fill in the blanks with the same information that is on the plan title sheet except do not include the date. Remove underline and parentheses.) Structures, Signing & Signals____ (Scope of Work) ____ Regional Active Traffic Management (ATM) Project____ (Project Name) ____ Various Highways____ (Highway Name) ____ Various Counties____ (County) ____
3930 Fairview Industrial Drive SE, Salem, Oregon 97302 1166.
Bid Opening for the work described above will be at Oregon Department of Transportation, 3930 Fairview Industrial Drive SE, Salem, Oregon, beginning at 9:00:00 a.m. on the day of Bid Closing. COMPLETION TIME LIMIT (Use one of the following four completion time options, as appropriate. Fill in the blanks.) [ Option 1. Use the following when on-site work is to be controlled. ] Complete all Work to be done under the Contract before the elapse of ___ Calendar Days, or not later than __________________, whichever occurs first. Recording of the elapse of Calendar Days will begin on the day the Contractor begins On Site Work as defined in 00110.20. [ Option 2. Use the following when seeding establishment or plant establishment is required. Delete what does not apply. Remove parentheses. ] Complete all Work to be done under the Contract, except for (seeding establishment) (and) plant establishment, not later than October 31, 2017____________________. [ Option 3. Use the following when there are two completion times. Delete what does not apply. Remove parentheses in the second paragraph as needed. ] There are two Contract Times on this Project as follows: (1) Complete all Work to be done under the Contract, except for __________________, not later than ____________________. (2) Complete all Work to be done under the Contract (, except for (seeding establishment) (and) plant establishment, ) not later than ________________. [ Option 4. Use the following when none of the three options above apply. ] Complete all Work to be done under the Contract not later than _______________. CLASS OF PROJECT (Delete word which does not apply. Remove parentheses.) This is a (Federal-Aid) (State) (State - Buy America) Project. CLASS OF WORK (Use one of the following four paragraphs to list the class of work determined by using the blue "Class of Work" sheet. Delete the paragraphs that do not apply. Select the class(es) from the list below (cut and paste).) The Class of Work for this Project is: Electrical_________________________. The Class of Work for this Project is the combination of 1) ______________________ & 2) ______________________. The Class of Work for this Project is either: A) ______________________________, or B) _________________________. The Class of Work for this Project is either: A) __________________________, or B) the combination of 1) ________________________ & 2) _________________________. (Use this list to fill in the blanks above. Delete this list when finished.) Earthwork and Drainage Bridges and Structures Painting Rock Production Aggregate Bases Asphalt Concrete Paving and Oiling Portland Cement Concrete Paving Pavement Markings Signing Electrical Landscaping Miscellaneous Highway Appurtenances Buildings
The Special Provisions booklet applicable to the above-described work, for which Bids will be opened at the place, time, and date stated above, is that which contains the exact information as shown above on this page. Bidders are cautioned against basing their Bids on a booklet bearing any different description, date(s), class of project, or class of work. SPECIAL PROVISIONS FOR HIGHWAY CONSTRUCTION OREGON DEPARTMENT OF TRANSPORTATION SALEM, OREGON STRUCTURES, SIGNING, & SIGNALSSCOPE OF WORK (match plan title sheet) REGIONAL ACTIVE TRAFFIC MANAGEMENT (ATM) PROJECTPROJECT NAME (match plan title sheet) VARIOUS HIGHWAYSHIGHWAY (match plan title sheet) VARIOUS COUNTIESCOUNTY (match plan title sheet) APRIL 21, 2016BID DATE (Month Day, Year) If a prebid meeting is required, place prebid information here. Otherwise delete this field. SP00004_SP_Cover (2015 Specifications: 11-05-15) (Use the following with the Special Provisions booklet. Fill in all appropriate blanks.) DESCRIPTION OF WORK (Fill in the blanks with the same information that is on the plan title sheet except do not include the date. Remove underline and parentheses.) Structures, Signing & Signals____ (Scope of Work) ____ Regional Active Traffic Management (ATM) Project____ (Project Name) ____ Various Highways____ (Highway Name) ____ Various Counties____ (County) ____
3930 Fairview Industrial Drive SE, Salem, Oregon 97302 1166.
The Class of Work for this Project is: Electrical_________________________. The Class of Work for this Project is the combination of 1) _______________________ & 2) __________________________. The Class of Work for this Project is either: A) ______________________________, or B) __________________________. The Class of Work for this Project is either: A) _______________________, or B) the combination of 1) _________________________ & 2) _________________________. (Use this list to fill in the blanks above. Delete this list when finished.) Earthwork and Drainage Bridges and Structures Painting Rock Production Aggregate Bases Asphalt Concrete Paving and Oiling Portland Cement Concrete Paving Pavement Markings Signing Electrical Landscaping Miscellaneous Highway Appurtenances Buildings
Information pertaining to this Project may be obtained from the following: (Use the following paragraph for ODOT administered projects. Fill in the name, address, city, zip code, email, and fax number. Obtain the information from the Project Leader.) Ron Larson________(Name)________, Project Manager, 6000 SW Raab Rd_____(Address)_____, Portland 97221_____(City and Zip)_____; Email Ronald.Larson@odot.state.or.us_____(Email)_____, or Fax 503-673-5225_____(Fax Number)_____. All requests for information must be in writing with reference to the Project name. (Use the following two paragraphs for Consultant or Local Agency administered projects. Fill in the names, addresses, cities, zip codes, email, and fax number. Obtain the ODOT information from the Project Leader.) ________(Consultant or Local Agency Name)________, Project Manager, ______(Consultant Company Name or Local Agency Name)______, _____(Address)_____, _____(City and Zip)_____; Email _____(Email)_____, or Fax _____(Fax Number)_____. All requests for information must be in writing with reference to the Project name. ________(ODOT Name)________, ODOT Local Agency Program Liaison, _____(Address)_____, _____(City and Zip)_____; Email _____(Email)_____, or Fax _____(Fax Number)_____. All requests for information must be in writing with reference to the Project name. SP00010_TOC_FED (2015 Specifications: 11-13-14) (Follow all instructions. If there are no instructions then include the line on all projects. Delete what does not apply. Remove all instructions before preparing the final document.) TABLE OF CONTENTS FOR SPECIAL PROVISIONS REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONTRACTS (FHWA-1273) ON-SITE WORKFORCE AFFIRMATIVE ACTION REQUIREMENTS FOR WOMEN AND MINORITIES ON FEDERAL-AID CONTRACTS EQUAL EMPLOYMENT OPPORTUNITY PROVISIONS EQUAL EMPLOYMENT OPPORTUNITY-ASPIRATIONAL TARGET PROVISIONS ODOT POLICY STATEMENT DBE PROGRAM DBE SUPPLEMENTAL REQUIRED CONTRACT PROVISIONS ASSIGNED DBE CONTRACT GOAL REIMBURSABLE FEDERAL ON-THE-JOB AND APPRENTICESHIP TRAINING (Use when reimbursable OJT and apprenticeship training is required. Obtain information from the Office of Civil Rights. Include "Training" bid item with quantity and $20 bid amount.) TRIBAL EMPLOYMENT RIGHTS OFFICE CODE (Use when there is work on the Umatilla Indian Reservation or within the Memorandum of Understanding Exhibit A boundaries.) TRIBAL EMPLOYMENT RIGHTS ORDINANCE (Use when there is work on the Grand Ronde Indian Reservation or within the Memorandum of Understanding Exhibit A boundaries.) INDIAN PREFERENCE IN EMPLOYMENT ON FEDERAL-AID HIGHWAY PROJECTS (Use when there is work on the Umatilla or Grand Ronde Indian Reservation or within the Memorandum of Understanding Exhibit A boundaries.) MEMORANDUM OF UNDERSTANDING (Use when there is work on the Umatilla or Grand Ronde Indian Reservation or within the Memorandum of Understanding Exhibit A boundaries.) AMENDMENT #1 TO MEMORANDUM OF UNDERSTANDING (Use when there is work on the Grand Ronde Indian Reservation or within the Grand Ronde Memorandum of Understanding Exhibit A boundaries.) INDIAN GOALS AND COMPLIANCE FEE (Use when there are assigned Indian Employment Preference Goals, assigned Indian Subcontractor Goals, or when there is a Compliance Fee on the project.) RAILROAD CONTRACTOR REQUIREMENTS (Use only with railroad involvement.) PROJECT WAGE RATES WEB SITE ADDRESSES WORK TO BE DONE 52 SP00110 (2015 Specifications: 04-23-15) 53 SECTION 00110 - ORGANIZATION, CONVENTIONS, ABBREVIATIONS AND DEFINITIONS 53 SP00120 (2015 Specifications: 09-03-15) 53 SECTION 00120 - BIDDING REQUIREMENTS AND PROCEDURES 53 SP00130 (2015 Specifications: 11-13-14) 57 SECTION 00130 - AWARD AND EXECUTION OF CONTRACT 57 SP00140 (2015 Specifications: 11-13-14) 58 SECTION 00140 - SCOPE OF WORK 58 SECTION 00150 - CONTROL OF WORK 58 SP00160 (2015 Specifications: 10-08-15) (This Section may require SP00235.) 70 SECTION 00160 - SOURCE OF MATERIALS 70 (Use the following subsection .40 on projects for Agency-furnished material sources. Include SP235 when using this subsection.) 73 00160.40 Agency-Furnished Sources - Add the following paragraph after the paragraph that begins "The Agency may list in the…": 73 Agency-Furnished Sources for this Project are listed in Section 00235 of these Special Provisions. 73 (Use the following subsection .50(b) when manufacture or production of aggregate material is required from Agency-Controlled Lands.) 73 00160.50(b) Waste, Excess, and By-Product Materials - In the paragraph that begins "All waste, excess, and by-product…", replace the first sentence with the following sentence: 73 All waste, excess, and by product materials, collectively referred to in this Subsection as "By Products", from the manufacture or production of Aggregate Materials from Agency Controlled Lands shall remain Agency property. 73 SP00165 (2015 Specifications: 11-13-14) 73 SsECTION 00165 - QUALITY OF MATERIALS 73 SP00170 (2015 Specifications: 04-23-15) 74 SSECTION 00170 - LEGAL RELATIONS AND RESPONSIBILITIES 74 SECTION 00180 - PROSECUTION AND PROGRESS 78 SP00190 (2015 Specifications: 11-13-14) 87 SECTION 00190 - MEASUREMENT OF PAY QUANTITIES 87 SP00195 (2015 Specifications: 08-06-15) 88 SECTION 00195 - PAYMENT 88 SP00196 (2015 Specifications: 11-13-14) 93 SECTION 00196 - PAYMENT FOR EXTRA WORK 93 SP00197 (2015 Specifications: 11-13-14) 93 SECTION 00197 - PAYMENT FOR FORCE ACCOUNT WORK 93 SP00199 (2015 Specifications: 11-13-14) 93 SECTION 00199 - DISAGREEMENTS, PROTESTS, AND CLAIMS 93 SP00210 (2015 Specifications: 11-13-14) 95 SECTION 00210 - MOBILIZATION 95 SP00220 (2015 Specifications: 06-11-15) 95 SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC 95 SP00225 (2015 Specifications: 04-23-15) (This Section requires SP02910.) 103 (NOTE: All Federal-aid projects, including local government projects, that are advertised and awarded by ODOT require "Method 'A' Unit Basis" measurement [see Standard Specifications 00225.80].) 103 SECTION 00225 - WORK ZONE TRAFFIC CONTROL 103 (This page is only used to provide a list of standard drawings to the specification writer for listing on the plan title sheet. Remove this page before advance and final.) 108 NUMBER OF TRAFFIC CONTROL PLAN SHEETS: _____ 108 (Add or delete Standard Drawings, as applicable.) 108 To be accompanied by Standard Drawings: 108 RD410 Guardrail Parts (Thrie Beam) 108 RD420 Energy Absorbing Terminal 108 RD425 Non Energy-Absorbing Terminal 3' or 4' Flare 108 RD500 Precast Concrete Barrier Pin and Loop Assembly 108 RD510 Concrete Barrier Terminal 108 RD530 Guardrail Transition to Concrete Barrier 108 RD535 Concrete Barrier (Modified) Around Median Obstacle 108 RD545 Precast Tall (42") Concrete Barrier 108 RD560 Cast-in-Place Tall Barrier Transition to Standard Concrete Barrier 108 BR203 Transition Concrete Bridge Rail to Guardrail 108 TM204 Flag Board Mounting Details 108 TM211 Signing Details US & Interstate Route Shields 108 TM212 Signing Details Oregon Route Signs 108 TM570 Traffic Delineators 108 TM575 Traffic Delineator Installation for Freeways 108 TM576 Traffic Delineator Installation for Non-Freeways 109 TM670 Wood Post Sign Supports 109 TM671 3 Second Gust Wind Speed Map 109 TM677 Sign Mounts 109 TM681, TM687, TM688 Perforated Steel Square Tube (PSST)Sign Support Installation and Foundation 109 TM800 Tables, Abrupt Edge and PCMS Details 109 TM810 Temporary Pavement Markers 109 TM820 Temporary Barricades 109 TM821 Temporary Sign Supports 109 TM830 Temporary Concrete Barrier & Rumble Strip Details 109 TM831, TM832 Temporary Impact Attenuators 109 TM840 Closure Details 109 TM841 Intersection Work Zone Details 109 TM842 Signalized Intersection Details 109 TM843 Multi-Lane Signalized Intersection Details 109 TM844 Temporary Pedestrian Access Routing 109 TM850 2 Lane, 2-Way Roadways 109 TM851, TM852, TM853 Non-Freeway Multi-Lane Sections 109 TM860, TM861, TM862 Freeway Sections 109 TM870 Bridge Construction 109 TM871 Blasting Zones 109 TM880 Freeway or Divided Highway Speed Reduction (Paving 109 Operations) 109 SSECTION 00234 - TEMPORARY PEDESTRIAN ACCESS 109 SECTION 00236 - TEMPORARY WORK ACCESS 113 117 SECTION 00253 – TEMPORARY CONSTRUCTION ELEMENTS 117 Section 00253, which is not a Standard Specification, is included in this Project by Special Provision. 117 00253.00 Scope - This work consists of designing constructing, and restoring temporary construction elements. Temporary construction elements include but are not limited to: temporary access roads, work areas, staging areas, and stockpile sites; specifically construction elements that alter the slope and/or induce loads. 117 00253.02 Definitions - 117 Mitigation Measures - Design elements necessary to maintain slope stability, prevent slope instability and landslides, control erosion, provide and control temporary surface/subsurface drainage for all temporary construction elements. 117 Staging Area – An area within the project limits where equipment and vehicles are parked or stored when they are not in use. 117 Stockpile Site – A site within the project limits where material is placed prior to installation. 117 Temporary Access Road - A temporary road to provide access to areas within the project limits where construction activities are to take place. 117 Work Area – A place within the project limits that has been altered for equipment to be positioned and perform work. 117 00253.05 Submittals - Submit stamped working drawings and designs calculations according to 00150.35 for all temporary construction elements. The Engineer will approve or reject the submittal within 21 calendar days of receipt. Promptly submit any additional information or revised plan sheets. Allow 21 calendar days for the Engineer to approve and return any additional information or revised plan sheets. 118 All approvals given by the Engineer will be subject to trial in the field and will not relieve the Contractor of the responsibility to satisfactorily complete the work. Submit requests for modification of adopted procedures to the Engineer. Allow 21 calendar days for approval of modifications. 118 Do not begin construction, modifications, or restoration of temporary construction elements until the submittals have been approved by the Engineer. 118 Temporary Construction Element Plan shall include: 118 Written narrative - describes temporary construction elements that will be constructed within the project limits; equipment and its placement; areas needed for movement and staging of equipment and vehicles, materials, construction activities, and the time period that the temporary construction element plan will be in effect. 118 Working drawings - 11" x 17" size drawings shall be provided. Drawings shall include but not limited to: 118 General notes - necessary information for design and construction including testing, materials, material properties. and mitigation measures. 118 Plan view - horizontal geometry of the proposed temporary construction element(s). This includes any additional design features, mitigation measures, and/or structures which would affect performance of the temporary construction element(s) as well as any information for construction. 118 Profile – vertical geometry showing cuts and fills as well as any information on construction of the temporary construction elements and any mitigation measures. 118 Typical Sections – detailing of surfacing, width, stationing of cut slopes, fill, erosion measures, slope stabilization, materials, and control of surface/subsurface drainage. 119 3) Slope Stability Analyses - Provide slope stability analyses in critical areas such as landslides or landslide terrain, and steep slopes near structures or roadways,landslides. Slope stability analysis shall include all features including but not limited to cut slopes, equipment loads, fills, shallow subsurface water conditions, and structures that reduce slope stability. Provide mitigations for slope instability related to construction and/or use of temporary construction elements and all other alterations of the ground surface. Earthwork is not allowed which would reduce the global stability of any existing landslide. The minimum acceptable Factor of Safety is 1.35 for the stability of any cut or fill planned for temporary construction elements. Show all loading, stockpiling, and which are applicable in design analyses. 119 Temporary Construction Element Restoration Plan – Provide designs and details for removing temporary construction elements such as access roads, work areas, staging areas, and stockpiles sites. Designs shall include but not be limited to items such as: permanent erosion control, mitigation measures, surface runoff, and drainage. This submittal shall be provided 30 days prior to the expiration of the most current and approved Temporary Construction Element Plan. This plan will not have a net increase of permanent loading from what exists prior to the start of construction. 119 Should working conditions differ in the field or time periods change, the Contractor shall provide another submittal for approval reflecting the actual conditions/time at no additional cost to the Agency. 119 00253.06 Geotechnical Reports - Geotechnical reports with subsurface information are available from the Engineer. 119 Materials 119 00253.10 Material – Provide materials for temporary construction elements meeting the requirements of the applicable parts of Section 00330. 119 Construction 120 00253.40 Temporary Construction Element Construction and Restoration – Construct and restore temporary construction elements within the limits approved by the Engineer. Cuts, fills, loading, drainage, and stockpiling may adversely affect the stability of existing sitelandslide areasslopes. Provide mitigations for slope instability related to construction of the temporary construction element(s). 120 00253.49 Performance - Construct and restore temporary construction elements according to the approved plans. Do not deviate from the approved plans. 120 Measurement 120 00250.80 Measurement – No measurement of quantities will be made for work performed under this Section. 120 Payment 120 00253.90 Payment – The accepted quantities of work performed under this Section will be paid for on an lump sum basis for the Contract item “Temporary Construction Elements”. 120 Payment will be in full for furnishing and placing all materials, and for furnishing all equipment, labor, and incidentals necessary to complete the work as specified. 120 No separate or additional payment will be made for designing, maintaining, and restoring temporary construction elements. 120 SP00280 (2015 Specifications: 07-02-15) (This Section requires SP02320. 120 Requires SP01030 when 121 Temporary seeding is required.) 121 SECTION 00280 - EROSION AND SEDIMENT CONTROL 121 SECTION 00290 - ENVIRONMENTAL PROTECTION 123 SECTION 00294 - CONTAMINATED MEDIA 143 SECTION 00296 - PAINT AND PAINTED MATERIALS 165 SECTION 00297 - PCB AND MERCURY CONTAINING EQUIPMENT 174 SP00305 (2015 Specifications: 11-13-14) (This Section requires SP00150 to 178 establish survey responsibilities 178 in 00150.15.) 178 (Use this Section when Contractor Surveying is required. Check with Designer. Do not modify the "Construction Surveying Manual for Contractors" in these special provisions.) 178 SECTION 00305 - CONSTRUCTION SURVEY WORK 178 SP00310 (2015 Specifications: 07-16-15) 179 SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS 179 (Use the following lead-in paragraph when subsections .80 or .92 are included in the project.) 180 Comply with Section 00310 of the Standard Specifications modified as follows: 180 (Use the following subsection .80 only when saw cutting is included as a pay item.) 180 00310.80 Measurement - Add the following to the end of the length and area bullet: 180 Asphalt pavement cutting will be the length of the actual cut based on a depth of 6 inches. If the depth is greater than 6 inches, the length will be adjusted by converting to an equivalent number of feet on a proportionate length basis. 180 (Use the following subsection .92 only when saw cutting is included as a pay item.) 180 00310.92 Separate Item Basis - Add the following pay item to the pay item list: 180 (g) Asphalt Pavement Saw Cutting Foot 180 Add the following paragraph to the end of this subsection: 180 Item (g) applies to asphalt pavement saw cutting when shown. 180 SP00320 (2015 Specifications: 01-08-15) 180 SECTION 00320 - CLEARING AND GRUBBING 181 (Use the following subsection .90 when vegetation or materials are to be saved.) 183 00320.90 Payment - Replace the paragraph that begins "No separate or additional payment…" with the following paragraph: 183 No separate or additional payment will be made for work zone fencing. 183 SP00330 (2015 Specifications: 11-13-14) (This Section may require SP235.) 183 SECTION 00330 - EARTHWORK 183 SP00440 (2015 Specifications: 09-03-15) (This Section requires 186 SP02010 and SP02050.) 186 SECTION 00440 - COMMERCIAL GRADE CONCRETE 186 SP00596B (2015 Specifications: 01-15-15) (This Section requires 187 SP02010 & SP02050.) 187 SECTION 0B596 - PREFABRICATED MODULAR RETAINING WALLS 187 SECTION 00640 - AGGREGATE BASE AND SHOULDERS 207 SP00730 (2015 Specifications: 11-13-14) 208 SECTION 00730 - EMULSIFIED ASPHALT TACK COAT 208 SECTION 00744 - ASPHALT CONCRETE PAVEMENT 208 (Use the following lead-in paragraph and one of the following subsection .51's when traffic restrictions are required. Obtain information from the pavement designer. Delete what does not apply.) 209 Add the following subsection: 209 [ Use this .51 when paving through the top base course is required. ] 209 00744.51 Opening Sections to Traffic - Schedule work so that, during the same shift, the surfaces being paved are paved full width and length through the top base course before opening to traffic. Traffic will be allowed on the top base course up to ____ Calendar Days. 209 Before beginning wearing course paving operations, make repairs to the existing surface as directed. Payment for the repairs will be made according to 00195.20. 209 [ Use this .51 when paving through the wearing course is required. ] 209 00744.51 Opening Sections to Traffic - Schedule work so that, during the same shift, the surfaces being paved are paved full width and length through the wearing course before opening to traffic. 209 SECTION 00759 - MISCELLANEOUS PORTLAND CEMENT CONCRETE STRUCTURES 209 SECTION 00810 - METAL GUARDRAIL 213 SP00820 (2015 Specifications: 11-13-14) (This Section requires 214 SP02010 & SP02050.) 214 SECTION 00820 - CONCRETE BARRIER 214 SECTION 00822 - GLARE SHIELDS 215 SP00850 (2015 Specifications: 11-13-14) 219 (When this Section is used on a project and when it has a completion date of September 15 or later, contact the Scheduler to determine if a separate completion date for striping is required. If a separate completion date is required, include an interim completion date in 00180.50(h).) 219 SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS 219 SP00851 (2015 Specifications: 11-13-14) 220 SECTION 00851 - PAVEMENT MARKING REMOVAL 220 SP00865 (2015 Specifications: 07-16-15) (This Section requires SP00850.) 221 SECTION 00865 - LONGITUDINAL PAVEMENT MARKINGS - DURABLE 221 (Use the following lead-in paragraph and bullets when Method D: Wet Weather Markings are required.) 222 Add the following bullet and sub-bullets to the end of the bullet list: 222 Method D: Wet Weather Markings - Apply markings with an extrusion, ribbon, or spray process and according to the following: 222 For grooved markings, grind the slot depth as shown. Apply the specified marking material into the slot so the slot is filled from edge to edge as shown. The top of the marking shall be flat or slightly convex. 222 For profiled markings, apply markings with an extrusion or ribbon process. Place lines and bumps straight and square. 222 (Use the following subsection .90 when including pay items for any of the following: 222 Pavement Marking Tape 222 Wet Weather Pavement Marking Tape 222 Wet Weather Methyl Methacrylate 222 Wet Weather Thermoplastic) 222 00865.90 Payment - 222 (Use the following paragraph and pay items when pavement marking tape or wet weather pavement marking tape is included in the project. Delete items that do not apply. Remove "s" for the word "items" and remove the word "and" when only one pay item is included. Do not change the alpha characters (e) or (f).) 222 Replace pay items (e) and (f) with the following pay items: 223 (e) Pavement Marking Tape, _____, _____ Foot 223 (f) Pavement Marking Tape, _____, _____, Wet Weather Foot 223 (Use the following paragraph, heading, and pay items when wet weather methyl methacrylate or wet weather thermoplastic is included in the project. Delete items that do not apply. Remove "s" for the word "items". Do not change the alpha characters (i) or (j).) 223 Add the following heading and pay items: 223 Method D (Wet Weather Markings) 223 (i) Methyl Methacrylate, Wet Weather, _____, _____ Foot 223 (j) Thermoplastic, Wet Weather, _____, _____ Foot 223 (Use each of the following four paragraphs when any of the pay items listed in the paragraph are included in the pay items listed above. Delete pay item letters that are not listed above. Remove "s" for the word "items" and remove the word "and" when only one pay item is included.) 223 Replace the paragraph that begins "In items (e) and (f)…" with the following paragraphs: 223 In items (e) and (f), “Rolled In” or “Grooved” will be inserted in the first blank and "Patterned" or "Non Patterned" will be inserted in the second blank. 223 Add the following paragraph after the paragraph that begins "In Items (e) and (f)…": 223 In items (i) and (j), the word "Surface" or "Grooved" will be inserted in the first blank and the word "Profiled" or "Non Profiled" will be inserted in the second blank. 224 SP00867 (2015 Specifications: 11-13-14) (This Section requires SP00850.) 225 SECTION 00867 - TRANSVERSE PAVEMENT MARKINGS - LEGENDS AND BARS 225 SP00905 (2015 Specifications: 11-13-14) 226 SECTION 00905 - REMOVAL AND REINSTALLATION OF EXISTING SIGNS 226 SECTION 00910 - WOOD SIGN POSTS 226 SP00920 (2015 Specifications: 10-08-15) (This Section requires 227 SP00440 & SP02560) 227 SECTION 00920 - SIGN SUPPORT FOOTINGS 227 SECTION 00921 - MAJOR SIGN SUPPORT DRILLED SHAFTS 231 SECTION 00930 - METAL SIGN SUPPORTS 235 SP00940 (2015 Specifications: 04-23-15) (This Section requires SP02910) 238 SECTION 00940 - SIGNS 238 SECTION 00950 - REMOVAL OF ELECTRICAL SYSTEMS 239 SECTION 00960 - COMMON PROVISIONS FOR ELECTRICAL SYSTEMS 240 SP00965 (2015 Specifications: 11-27-14) (This Section requires SP02560 242 & ITS Specifications which are 242 available from the ITS Unit. 242 All ITS specification require approval 242 from the Sr. Specifications Engineer 242 before use in this project) 242 SECTION 00965 - METAL CAMERA POLES AND FOUNDATIONS 242 SP00970 (2015 Specifications: 01-08-15) (This Section requires SP00960. 251 Requires SP00962 for supports.) 251 SECTION 00970 - HIGHWAY ILLUMINATION 251 SP00990 (2015 Specifications: 08-20-15) (This Section requires SP00960 252 May require SP02925. Requires 252 SP00962 for traffic signal supports.) 252 SECTION 00990 - TRAFFIC SIGNALS 252 SECTION 00995 – INTELLIGENT TRANSPORtATIONTRANSPORATION SYSTEMS 254 SP01030 (2015 Specifications: 11-13-14) 284 SECTION 01030 - SEEDING 284 SSECTION 01040 - PLANTING 287 SP01050 (2015 Specifications: 10-15-15) (This Section requires 289 SP00440 & SP02190.) 289 SECTION 01050 - FENCES 289 SP01120 (2015 Specifications: 10-08-15) (This Section requires SP00440 291 when thrust blocks are required.) 291 SECTION 01120 - IRRIGATION SYSTEMS 291 SP02010 (2015 Specifications: 11-13-14) 294 SECTION 02010 - PORTLAND CEMENT 294 SP02050 (2015 Specifications: 06-25-15) 295 SECTION 02050 - CURING MATERIALS 295 SP02190 (2015 Specifications: 10-15-15) 295 SECTION 02190 - PRESERVATIVE TREATMENT OF LUMBER 295 SECTION 02320 - GEOSYNTHETICS 296 SP02560 (2015 Specifications: 11-13-14) 301 SECTION 02560 - FASTENERS 301 SECTION 02910 - SIGN MATERIALS 302 COATING SYSTEM WARRANTY AND PERFORMANCE BOND (Use when the project requires a coating system warranty under 00594.75.) (To insert TOC, right-click on "No table of contents entries found." below and select "Update Field".) WORK TO BE DONE 52 SP00110 (2015 Specifications: 04-23-15) 53 SECTION 00110 - ORGANIZATION, CONVENTIONS, ABBREVIATIONS AND DEFINITIONS 53 SP00120 (2015 Specifications: 09-03-15) 53 SECTION 00120 - BIDDING REQUIREMENTS AND PROCEDURES 53 SP00130 (2015 Specifications: 11-13-14) 57 SECTION 00130 - AWARD AND EXECUTION OF CONTRACT 57 SP00140 (2015 Specifications: 11-13-14) 58 SECTION 00140 - SCOPE OF WORK 58 SECTION 00150 - CONTROL OF WORK 58 SP00160 (2015 Specifications: 10-08-15) (This Section may require SP00235.) 70 SECTION 00160 - SOURCE OF MATERIALS 70 (Use the following subsection .40 on projects for Agency-furnished material sources. Include SP235 when using this subsection.) 73 00160.40 Agency-Furnished Sources - Add the following paragraph after the paragraph that begins "The Agency may list in the…": 73 Agency-Furnished Sources for this Project are listed in Section 00235 of these Special Provisions. 73 (Use the following subsection .50(b) when manufacture or production of aggregate material is required from Agency-Controlled Lands.) 73 00160.50(b) Waste, Excess, and By-Product Materials - In the paragraph that begins "All waste, excess, and by-product…", replace the first sentence with the following sentence: 73 All waste, excess, and by product materials, collectively referred to in this Subsection as "By Products", from the manufacture or production of Aggregate Materials from Agency Controlled Lands shall remain Agency property. 73 SP00165 (2015 Specifications: 11-13-14) 73 SsECTION 00165 - QUALITY OF MATERIALS 73 SP00170 (2015 Specifications: 04-23-15) 74 SSECTION 00170 - LEGAL RELATIONS AND RESPONSIBILITIES 74 SECTION 00180 - PROSECUTION AND PROGRESS 78 SP00190 (2015 Specifications: 11-13-14) 87 SECTION 00190 - MEASUREMENT OF PAY QUANTITIES 87 SP00195 (2015 Specifications: 08-06-15) 88 SECTION 00195 - PAYMENT 88 SP00196 (2015 Specifications: 11-13-14) 93 SECTION 00196 - PAYMENT FOR EXTRA WORK 93 SP00197 (2015 Specifications: 11-13-14) 93 SECTION 00197 - PAYMENT FOR FORCE ACCOUNT WORK 93 SP00199 (2015 Specifications: 11-13-14) 93 SECTION 00199 - DISAGREEMENTS, PROTESTS, AND CLAIMS 93 SP00210 (2015 Specifications: 11-13-14) 95 SECTION 00210 - MOBILIZATION 95 SP00220 (2015 Specifications: 06-11-15) 95 SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC 95 SP00225 (2015 Specifications: 04-23-15) (This Section requires SP02910.) 103 (NOTE: All Federal-aid projects, including local government projects, that are advertised and awarded by ODOT require "Method 'A' Unit Basis" measurement [see Standard Specifications 00225.80].) 103 SECTION 00225 - WORK ZONE TRAFFIC CONTROL 103 (This page is only used to provide a list of standard drawings to the specification writer for listing on the plan title sheet. Remove this page before advance and final.) 108 NUMBER OF TRAFFIC CONTROL PLAN SHEETS: _____ 108 (Add or delete Standard Drawings, as applicable.) 108 To be accompanied by Standard Drawings: 108 RD410 Guardrail Parts (Thrie Beam) 108 RD420 Energy Absorbing Terminal 108 RD425 Non Energy-Absorbing Terminal 3' or 4' Flare 108 RD500 Precast Concrete Barrier Pin and Loop Assembly 108 RD510 Concrete Barrier Terminal 108 RD530 Guardrail Transition to Concrete Barrier 108 RD535 Concrete Barrier (Modified) Around Median Obstacle 108 RD545 Precast Tall (42") Concrete Barrier 108 RD560 Cast-in-Place Tall Barrier Transition to Standard Concrete Barrier 108 BR203 Transition Concrete Bridge Rail to Guardrail 108 TM204 Flag Board Mounting Details 108 TM211 Signing Details US & Interstate Route Shields 108 TM212 Signing Details Oregon Route Signs 108 TM570 Traffic Delineators 108 TM575 Traffic Delineator Installation for Freeways 108 TM576 Traffic Delineator Installation for Non-Freeways 109 TM670 Wood Post Sign Supports 109 TM671 3 Second Gust Wind Speed Map 109 TM677 Sign Mounts 109 TM681, TM687, TM688 Perforated Steel Square Tube (PSST)Sign Support Installation and Foundation 109 TM800 Tables, Abrupt Edge and PCMS Details 109 TM810 Temporary Pavement Markers 109 TM820 Temporary Barricades 109 TM821 Temporary Sign Supports 109 TM830 Temporary Concrete Barrier & Rumble Strip Details 109 TM831, TM832 Temporary Impact Attenuators 109 TM840 Closure Details 109 TM841 Intersection Work Zone Details 109 TM842 Signalized Intersection Details 109 TM843 Multi-Lane Signalized Intersection Details 109 TM844 Temporary Pedestrian Access Routing 109 TM850 2 Lane, 2-Way Roadways 109 TM851, TM852, TM853 Non-Freeway Multi-Lane Sections 109 TM860, TM861, TM862 Freeway Sections 109 TM870 Bridge Construction 109 TM871 Blasting Zones 109 TM880 Freeway or Divided Highway Speed Reduction (Paving 109 Operations) 109 SSECTION 00234 - TEMPORARY PEDESTRIAN ACCESS 109 SECTION 00236 - TEMPORARY WORK ACCESS 113 117 SECTION 00253 – TEMPORARY CONSTRUCTION ELEMENTS 117 Section 00253, which is not a Standard Specification, is included in this Project by Special Provision. 117 00253.00 Scope - This work consists of designing constructing, and restoring temporary construction elements. Temporary construction elements include but are not limited to: temporary access roads, work areas, staging areas, and stockpile sites; specifically construction elements that alter the slope and/or induce loads. 117 00253.02 Definitions - 117 Mitigation Measures - Design elements necessary to maintain slope stability, prevent slope instability and landslides, control erosion, provide and control temporary surface/subsurface drainage for all temporary construction elements. 117 Staging Area – An area within the project limits where equipment and vehicles are parked or stored when they are not in use. 117 Stockpile Site – A site within the project limits where material is placed prior to installation. 117 Temporary Access Road - A temporary road to provide access to areas within the project limits where construction activities are to take place. 117 Work Area – A place within the project limits that has been altered for equipment to be positioned and perform work. 117 00253.05 Submittals - Submit stamped working drawings and designs calculations according to 00150.35 for all temporary construction elements. The Engineer will approve or reject the submittal within 21 calendar days of receipt. Promptly submit any additional information or revised plan sheets. Allow 21 calendar days for the Engineer to approve and return any additional information or revised plan sheets. 118 All approvals given by the Engineer will be subject to trial in the field and will not relieve the Contractor of the responsibility to satisfactorily complete the work. Submit requests for modification of adopted procedures to the Engineer. Allow 21 calendar days for approval of modifications. 118 Do not begin construction, modifications, or restoration of temporary construction elements until the submittals have been approved by the Engineer. 118 Temporary Construction Element Plan shall include: 118 Written narrative - describes temporary construction elements that will be constructed within the project limits; equipment and its placement; areas needed for movement and staging of equipment and vehicles, materials, construction activities, and the time period that the temporary construction element plan will be in effect. 118 Working drawings - 11" x 17" size drawings shall be provided. Drawings shall include but not limited to: 118 General notes - necessary information for design and construction including testing, materials, material properties. and mitigation measures. 118 Plan view - horizontal geometry of the proposed temporary construction element(s). This includes any additional design features, mitigation measures, and/or structures which would affect performance of the temporary construction element(s) as well as any information for construction. 118 Profile – vertical geometry showing cuts and fills as well as any information on construction of the temporary construction elements and any mitigation measures. 118 Typical Sections – detailing of surfacing, width, stationing of cut slopes, fill, erosion measures, slope stabilization, materials, and control of surface/subsurface drainage. 119 3) Slope Stability Analyses - Provide slope stability analyses in critical areas such as landslides or landslide terrain, and steep slopes near structures or roadways,landslides. Slope stability analysis shall include all features including but not limited to cut slopes, equipment loads, fills, shallow subsurface water conditions, and structures that reduce slope stability. Provide mitigations for slope instability related to construction and/or use of temporary construction elements and all other alterations of the ground surface. Earthwork is not allowed which would reduce the global stability of any existing landslide. The minimum acceptable Factor of Safety is 1.35 for the stability of any cut or fill planned for temporary construction elements. Show all loading, stockpiling, and which are applicable in design analyses. 119 Temporary Construction Element Restoration Plan – Provide designs and details for removing temporary construction elements such as access roads, work areas, staging areas, and stockpiles sites. Designs shall include but not be limited to items such as: permanent erosion control, mitigation measures, surface runoff, and drainage. This submittal shall be provided 30 days prior to the expiration of the most current and approved Temporary Construction Element Plan. This plan will not have a net increase of permanent loading from what exists prior to the start of construction. 119 Should working conditions differ in the field or time periods change, the Contractor shall provide another submittal for approval reflecting the actual conditions/time at no additional cost to the Agency. 119 00253.06 Geotechnical Reports - Geotechnical reports with subsurface information are available from the Engineer. 119 Materials 119 00253.10 Material – Provide materials for temporary construction elements meeting the requirements of the applicable parts of Section 00330. 119 Construction 120 00253.40 Temporary Construction Element Construction and Restoration – Construct and restore temporary construction elements within the limits approved by the Engineer. Cuts, fills, loading, drainage, and stockpiling may adversely affect the stability of existing sitelandslide areasslopes. Provide mitigations for slope instability related to construction of the temporary construction element(s). 120 00253.49 Performance - Construct and restore temporary construction elements according to the approved plans. Do not deviate from the approved plans. 120 Measurement 120 00250.80 Measurement – No measurement of quantities will be made for work performed under this Section. 120 Payment 120 00253.90 Payment – The accepted quantities of work performed under this Section will be paid for on an lump sum basis for the Contract item “Temporary Construction Elements”. 120 Payment will be in full for furnishing and placing all materials, and for furnishing all equipment, labor, and incidentals necessary to complete the work as specified. 120 No separate or additional payment will be made for designing, maintaining, and restoring temporary construction elements. 120 SP00280 (2015 Specifications: 07-02-15) (This Section requires SP02320. 120 Requires SP01030 when 121 Temporary seeding is required.) 121 SECTION 00280 - EROSION AND SEDIMENT CONTROL 121 SECTION 00290 - ENVIRONMENTAL PROTECTION 123 SECTION 00294 - CONTAMINATED MEDIA 143 SECTION 00296 - PAINT AND PAINTED MATERIALS 165 SECTION 00297 - PCB AND MERCURY CONTAINING EQUIPMENT 174 SP00305 (2015 Specifications: 11-13-14) (This Section requires SP00150 to 178 establish survey responsibilities 178 in 00150.15.) 178 (Use this Section when Contractor Surveying is required. Check with Designer. Do not modify the "Construction Surveying Manual for Contractors" in these special provisions.) 178 SECTION 00305 - CONSTRUCTION SURVEY WORK 178 SP00310 (2015 Specifications: 07-16-15) 179 SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS 179 (Use the following lead-in paragraph when subsections .80 or .92 are included in the project.) 180 Comply with Section 00310 of the Standard Specifications modified as follows: 180 (Use the following subsection .80 only when saw cutting is included as a pay item.) 180 00310.80 Measurement - Add the following to the end of the length and area bullet: 180 Asphalt pavement cutting will be the length of the actual cut based on a depth of 6 inches. If the depth is greater than 6 inches, the length will be adjusted by converting to an equivalent number of feet on a proportionate length basis. 180 (Use the following subsection .92 only when saw cutting is included as a pay item.) 180 00310.92 Separate Item Basis - Add the following pay item to the pay item list: 180 (g) Asphalt Pavement Saw Cutting Foot 180 Add the following paragraph to the end of this subsection: 180 Item (g) applies to asphalt pavement saw cutting when shown. 180 SP00320 (2015 Specifications: 01-08-15) 180 SECTION 00320 - CLEARING AND GRUBBING 181 (Use the following subsection .90 when vegetation or materials are to be saved.) 183 00320.90 Payment - Replace the paragraph that begins "No separate or additional payment…" with the following paragraph: 183 No separate or additional payment will be made for work zone fencing. 183 SP00330 (2015 Specifications: 11-13-14) (This Section may require SP235.) 183 SECTION 00330 - EARTHWORK 183 SP00440 (2015 Specifications: 09-03-15) (This Section requires 186 SP02010 and SP02050.) 186 SECTION 00440 - COMMERCIAL GRADE CONCRETE 186 SP00596B (2015 Specifications: 01-15-15) (This Section requires 187 SP02010 & SP02050.) 187 SECTION 0B596 - PREFABRICATED MODULAR RETAINING WALLS 187 SECTION 00640 - AGGREGATE BASE AND SHOULDERS 207 SP00730 (2015 Specifications: 11-13-14) 208 SECTION 00730 - EMULSIFIED ASPHALT TACK COAT 208 SECTION 00744 - ASPHALT CONCRETE PAVEMENT 208 (Use the following lead-in paragraph and one of the following subsection .51's when traffic restrictions are required. Obtain information from the pavement designer. Delete what does not apply.) 209 Add the following subsection: 209 [ Use this .51 when paving through the top base course is required. ] 209 00744.51 Opening Sections to Traffic - Schedule work so that, during the same shift, the surfaces being paved are paved full width and length through the top base course before opening to traffic. Traffic will be allowed on the top base course up to ____ Calendar Days. 209 Before beginning wearing course paving operations, make repairs to the existing surface as directed. Payment for the repairs will be made according to 00195.20. 209 [ Use this .51 when paving through the wearing course is required. ] 209 00744.51 Opening Sections to Traffic - Schedule work so that, during the same shift, the surfaces being paved are paved full width and length through the wearing course before opening to traffic. 209 SECTION 00759 - MISCELLANEOUS PORTLAND CEMENT CONCRETE STRUCTURES 209 SECTION 00810 - METAL GUARDRAIL 213 SP00820 (2015 Specifications: 11-13-14) (This Section requires 214 SP02010 & SP02050.) 214 SECTION 00820 - CONCRETE BARRIER 214 SECTION 00822 - GLARE SHIELDS 215 SP00850 (2015 Specifications: 11-13-14) 219 (When this Section is used on a project and when it has a completion date of September 15 or later, contact the Scheduler to determine if a separate completion date for striping is required. If a separate completion date is required, include an interim completion date in 00180.50(h).) 219 SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS 219 SP00851 (2015 Specifications: 11-13-14) 220 SECTION 00851 - PAVEMENT MARKING REMOVAL 220 SP00865 (2015 Specifications: 07-16-15) (This Section requires SP00850.) 221 SECTION 00865 - LONGITUDINAL PAVEMENT MARKINGS - DURABLE 221 (Use the following lead-in paragraph and bullets when Method D: Wet Weather Markings are required.) 222 Add the following bullet and sub-bullets to the end of the bullet list: 222 Method D: Wet Weather Markings - Apply markings with an extrusion, ribbon, or spray process and according to the following: 222 For grooved markings, grind the slot depth as shown. Apply the specified marking material into the slot so the slot is filled from edge to edge as shown. The top of the marking shall be flat or slightly convex. 222 For profiled markings, apply markings with an extrusion or ribbon process. Place lines and bumps straight and square. 222 (Use the following subsection .90 when including pay items for any of the following: 222 Pavement Marking Tape 222 Wet Weather Pavement Marking Tape 222 Wet Weather Methyl Methacrylate 222 Wet Weather Thermoplastic) 222 00865.90 Payment - 222 (Use the following paragraph and pay items when pavement marking tape or wet weather pavement marking tape is included in the project. Delete items that do not apply. Remove "s" for the word "items" and remove the word "and" when only one pay item is included. Do not change the alpha characters (e) or (f).) 222 Replace pay items (e) and (f) with the following pay items: 223 (e) Pavement Marking Tape, _____, _____ Foot 223 (f) Pavement Marking Tape, _____, _____, Wet Weather Foot 223 (Use the following paragraph, heading, and pay items when wet weather methyl methacrylate or wet weather thermoplastic is included in the project. Delete items that do not apply. Remove "s" for the word "items". Do not change the alpha characters (i) or (j).) 223 Add the following heading and pay items: 223 Method D (Wet Weather Markings) 223 (i) Methyl Methacrylate, Wet Weather, _____, _____ Foot 223 (j) Thermoplastic, Wet Weather, _____, _____ Foot 223 (Use each of the following four paragraphs when any of the pay items listed in the paragraph are included in the pay items listed above. Delete pay item letters that are not listed above. Remove "s" for the word "items" and remove the word "and" when only one pay item is included.) 223 Replace the paragraph that begins "In items (e) and (f)…" with the following paragraphs: 223 In items (e) and (f), “Rolled In” or “Grooved” will be inserted in the first blank and "Patterned" or "Non Patterned" will be inserted in the second blank. 223 Add the following paragraph after the paragraph that begins "In Items (e) and (f)…": 223 In items (i) and (j), the word "Surface" or "Grooved" will be inserted in the first blank and the word "Profiled" or "Non Profiled" will be inserted in the second blank. 224 SP00867 (2015 Specifications: 11-13-14) (This Section requires SP00850.) 225 SECTION 00867 - TRANSVERSE PAVEMENT MARKINGS - LEGENDS AND BARS 225 SP00905 (2015 Specifications: 11-13-14) 226 SECTION 00905 - REMOVAL AND REINSTALLATION OF EXISTING SIGNS 226 SECTION 00910 - WOOD SIGN POSTS 226 SP00920 (2015 Specifications: 10-08-15) (This Section requires 227 SP00440 & SP02560) 227 SECTION 00920 - SIGN SUPPORT FOOTINGS 227 SECTION 00921 - MAJOR SIGN SUPPORT DRILLED SHAFTS 231 SECTION 00930 - METAL SIGN SUPPORTS 235 SP00940 (2015 Specifications: 04-23-15) (This Section requires SP02910) 238 SECTION 00940 - SIGNS 238 SECTION 00950 - REMOVAL OF ELECTRICAL SYSTEMS 239 SECTION 00960 - COMMON PROVISIONS FOR ELECTRICAL SYSTEMS 240 SP00965 (2015 Specifications: 11-27-14) (This Section requires SP02560 242 & ITS Specifications which are 242 available from the ITS Unit. 242 All ITS specification require approval 242 from the Sr. Specifications Engineer 242 before use in this project) 242 SECTION 00965 - METAL CAMERA POLES AND FOUNDATIONS 242 SP00970 (2015 Specifications: 01-08-15) (This Section requires SP00960. 251 Requires SP00962 for supports.) 251 SECTION 00970 - HIGHWAY ILLUMINATION 251 SP00990 (2015 Specifications: 08-20-15) (This Section requires SP00960 252 May require SP02925. Requires 252 SP00962 for traffic signal supports.) 252 SECTION 00990 - TRAFFIC SIGNALS 252 SECTION 00995 – INTELLIGENT TRANSPORtATIONTRANSPORATION SYSTEMS 254 SP01030 (2015 Specifications: 11-13-14) 284 SECTION 01030 - SEEDING 284 SSECTION 01040 - PLANTING 287 SP01050 (2015 Specifications: 10-15-15) (This Section requires 289 SP00440 & SP02190.) 289 SECTION 01050 - FENCES 289 SP01120 (2015 Specifications: 10-08-15) (This Section requires SP00440 291 when thrust blocks are required.) 291 SECTION 01120 - IRRIGATION SYSTEMS 291 SP02010 (2015 Specifications: 11-13-14) 294 SECTION 02010 - PORTLAND CEMENT 294 SP02050 (2015 Specifications: 06-25-15) 295 SECTION 02050 - CURING MATERIALS 295 SP02190 (2015 Specifications: 10-15-15) 295 SECTION 02190 - PRESERVATIVE TREATMENT OF LUMBER 295 SECTION 02320 - GEOSYNTHETICS 296 SP02560 (2015 Specifications: 11-13-14) 301 SECTION 02560 - FASTENERS 301 SECTION 02910 - SIGN MATERIALS 302 PLANS (Use only when plans are included in the Special Provisions.) BID SCHEDULE
(Overall DBE program goal nationally is set at 10%, Overall DBE program goal for ODOT is set at 13.1%for FHWA funded Contracts, Proposed overall DBE program goal for ODOT is set at 8%for FTA funded Contracts.) A DBE Directory is available from the Office of Minority, Women and Emerging Small Business (OMWESB) web site at: https://oregon4biz.diversitysoftware.com/FrontEnd/VendorSearchPublic.asp or by telephone at 503-986-0075.
The following Portland & Western Railroad Company agreements and exhibits are included in this project for information and reference only. The actual Contractors Access/Occupancy on Railroad Property will be provided and executed by the Portland & Western Railroad Company. The railway agreement is currently issued for periods of time lasting 30 days, the Contractor may request the railway agreement for a longer duration. The decision to grant or deny said request solely belongs to the Portland & Western Railroad Company. Where work includes removing and replacing aerial facilities, the Contractor shall complete the railway agreement using “Maintenance to existing aerial facilities” to help describe the manner and method of installation on Railroad property. The Contractor shall obtain all necessary permits and licenses and pay all fees and obtain a fully executed copy of the railway agreement according to 00170.01(e). The Portland & Western Railroad Company may require the Contractor to attend a safety training course, which may have associated fees. The Contractor shall notify the Portland & Western Railroad Company 7 days prior to working within 50 feet of the center of the Portland & Western Rail. In addition, when railroad flagger services are required, the Agency will pay for the services according to 00170.01(e).
Directory: Region1 Projects -> 19100 Region1 ATM Project 19100 Region1 ATM Project -> For highway construction oregon department of transportation salem, oregon Download 1.43 Mb. Share with your friends:
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