For highway construction oregon department of transportation salem, oregon
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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 16, 2016BID DATE (Month Day, Year) CLASS OF PROJECT FEDERAL AID NUMBER OR "STATE (- BUY AMERICA)" CLASS OF WORK FROM CLASS OF WORK SHEET 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: _________________________. 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 14, 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: _________________________. 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 503-646-5938_____(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 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 20 SP00110 (2015 Specifications: 04-23-15) 21 SECTION 00110 - ORGANIZATION, CONVENTIONS, ABBREVIATIONS AND DEFINITIONS 21 SP00120 (2015 Specifications: 09-03-15) 21 SECTION 00120 - BIDDING REQUIREMENTS AND PROCEDURES 21 SP00130 (2015 Specifications: 11-13-14) 25 SECTION 00130 - AWARD AND EXECUTION OF CONTRACT 25 SP00140 (2015 Specifications: 11-13-14) 26 SECTION 00140 - SCOPE OF WORK 26 SP00150 (2015 Specifications: 02-26-15) (This Section may require SP00810.) 26 SECTION 00150 - CONTROL OF WORK 26 (Use the following subsection .91 on projects when a mandatory post construction meeting is required.) 38 00150.91 Post-Construction Review - Replace this subsection, except for the subsection number and title, with the following: 38 The Contractor shall attend a Post-Construction Review meeting to be held by the Agency prior to issuance of Third Notification but not earlier than 15 Days following the date of Second Notification. The time and place of this meeting will be announced by the Engineer at least 15 Days prior to the meeting date. The purpose of this meeting is to examine the Project for possible process improvements that may benefit future projects. The Contractor’s attendance at the Post-Construction Review meeting is mandatory. 38 SP00160 (2015 Specifications: 10-08-15) (This Section may require SP00235.) 38 SECTION 00160 - SOURCE OF MATERIALS 38 (Use the following subsection .40 on projects for Agency-furnished material sources. Include SP235 when using this subsection.) 40 00160.40 Agency-Furnished Sources - Add the following paragraph after the paragraph that begins "The Agency may list in the…": 40 Agency-Furnished Sources for this Project are listed in Section 00235 of these Special Provisions. 40 (Use the following subsection .50(b) when manufacture or production of aggregate material is required from Agency-Controlled Lands.) 40 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: 40 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. 40 SP00165 (2015 Specifications: 11-13-14) 40 SsECTION 00165 - QUALITY OF MATERIALS 40 SP00170 (2015 Specifications: 04-23-15) 41 SSECTION 00170 - LEGAL RELATIONS AND RESPONSIBILITIES 41 SP00180 (2015 Specifications: 10-08-15) 45 SECTION 00180 - PROSECUTION AND PROGRESS 45 SP00190 (2015 Specifications: 11-13-14) 53 SECTION 00190 - MEASUREMENT OF PAY QUANTITIES 53 SP00195 (2015 Specifications: 08-06-15) 54 SECTION 00195 - PAYMENT 54 SP00196 (2015 Specifications: 11-13-14) 59 SECTION 00196 - PAYMENT FOR EXTRA WORK 59 SP00197 (2015 Specifications: 11-13-14) 59 SECTION 00197 - PAYMENT FOR FORCE ACCOUNT WORK 59 SP00199 (2015 Specifications: 11-13-14) 60 SECTION 00199 - DISAGREEMENTS, PROTESTS, AND CLAIMS 60 SP00210 (2015 Specifications: 11-13-14) 61 SECTION 00210 - MOBILIZATION 61 SP00220 (2015 Specifications: 06-11-15) 61 SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC 61 (Use the following subsection .40(g) when the Rolling Slowdown Method is used to temporarily close traffic lanes. Use only on full access controlled highways. Obtain the information from the Traffic Control Designer. Include a Pilot Car pay item when using this subsection. Do not change the subsection alpha character (keep it "(g)".) 68 00220.40(g) Road Closure Using Rolling Slowdown Method - Use a rolling slowdown method (RSM) for slowing traffic and closing all Traffic Lanes on the ____________ Highway for periods not to exceed 20 minutes while __________(specify type of work here)______________. This work will be allowed only between ________ p.m. and _______ a.m. 68 Provide written notification to the Engineer and all affected emergency services at least 14 days before using the RSM. Calculate the location where the pilot cars will begin the RSM and the speed at which the pilot cars will travel to accommodate the needed time to complete the work within 20 minutes. 68 Perform a RSM as shown on the supplemental drawings. Use one pilot car for each lane to be slowed. Use only pilot cars to control the flow of traffic on the freeway. Use one additional pilot car as a chase vehicle to follow the last free-flowing vehicle ahead of the blockade. The pilot cars shall enter the roadway at the posted speed, form a moving blockade, and slowly reduce traffic speeds to create a gap in traffic to accomplish the work without completely stopping traffic. 68 Place a PCMS a minimum of 1/2 mile in advance of the start of the rolling slowdown. Place flagger(s), and appropriate devices and signing, at the terminal of all closed on-ramps within the controlled delay area. Establish and utilize radio communications to adjust the speed of the blockade, as necessary. Maintain radio communications at all times among the pilot cars, flaggers, and the construction crew. 68 Begin work immediately after the chase vehicle has passed the work area. If work is not completed when the pilot cars approach the work area, immediately cease all work except what is necessary to clear and reopen the roadway to traffic. Allow traffic to clear before performing another RSM. 68 (Use the following lead-in paragraph and subsection .41 for bridge pavement work or bridge end work.) 68 Add the following subsection: 69 00220.41 Bridge Work - Before starting any grading or pavement removal at bridge ends or removal of pavement from bridge decks, arrange so that all equipment, labor, and materials required to complete the pavement replacement work and bridge deck waterproofing work are on hand or are guaranteed to be delivered. Once grading and pavement removal begins, vigorously prosecute and complete this work. Complete paving and membrane waterproofing work in the shortest possible time. 69 Temporarily taper or bevel longitudinal and transverse grade changes or drop offs resulting from grading and pavement removal and membrane waterproofing work with asphalt concrete mixture to provide a smooth and safe transition. Construct tapers according to 00620.40. 69 (Use the following lead-in paragraph and subsection .42 when the road is to be closed to traffic during construction of bridges.) 69 Add the following subsection: 69 00220.42 Bridge Site Road Closure - Close the road to traffic at the bridge site during reconstruction of the bridge. Do not close the road until all materials and equipment are on hand or guaranteed to be delivered so that the work can be done in an efficient manner with a minimum period of road closure. 69 The road closure will not be allowed until the area and the detour route are signed according to the TCP and the requirements of Section 00225. 69 (Use the following lead-in paragraph and one of the following subsection .45's with bridge work. Delete the subsections that do not apply. Obtain information from the Bridge Designer.) 69 Add the following subsection: 69 [ Use this subsection .45 for existing bridges with a H20, HS20 or greater load rating. ] 70 00220.45 Load Restrictions on Bridges - Limit the combined weight of construction vehicles, equipment, and daily material usage to 65,000 pounds for every 1,000 square feet of surface area plus the weight of long term storage of materials to 25,000 pounds for every 100 square feet of surface area of the bridge or a total of 200,000 pounds for each span of the bridge, whichever is less. 70 The Contractor may request alternate loadings by submitting, 30 Calendar Days before proposed loadings, stamped loading calculations and data according to 00150.35. 70 [ Use this subsection .45 for existing bridges with a H15- or, HS15 load rating. ] 70 00220.45 Load Restrictions on Bridges - Limit the combined weight of construction vehicles, equipment, and daily material usage to 45,000 pounds for every 1,000 square feet of surface area plus the weight of long term storage of materials to 18,000 pounds for every 100 square feet of surface area of the bridge or a total of 150,000 pounds for each span of the bridge, whichever is less. 70 The Contractor may request alternate loadings by submitting, 30 Calendar Days before proposed loadings, stamped loading calculations and data according to 00150.35. 70 [ Use this subsection .45 for bridges on the Restricted Bridge List or have a condition rating of 4 or less on any part of the bridge. ] 70 00220.45 Load Restrictions on Bridges - Structure No. ________ is on the Restricted Bridge List or has a condition rating of 4 or less. If the Contractor will park vehicles or equipment on the bridge or store materials on the bridge submit, 30 Calendar Days before loading, stamped loading calculations and data according to 00150.35. 70 SP00225 (2015 Specifications: 04-23-15) (This Section requires SP02910.) 71 (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].) 71 SECTION 00225 - WORK ZONE TRAFFIC CONTROL 71 SECTION 00236 - TEMPORARY WORK ACCESS 74 78 SECTION 00253 – TEMPORARY CONSTRUCTION ELEMENTS 78 Section 00253, which is not a Standard Specification, is included in this Project by Special Provision. 78 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. 78 00253.02 Definitions - 78 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. 78 Staging Area – An area within the project limits where equipment and vehicles are parked or stored when they are not in use. 78 Stockpile Site – A site within the project limits where material is placed prior to installation. 78 Temporary Access Road - A temporary road to provide access to areas within the project limits where construction activities are to take place. 78 Work Area – A place within the project limits that has been altered for equipment to be positioned and perform work. 78 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. 79 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. 79 Do not begin construction, modifications, or restoration of temporary construction elements until the submittals have been approved by the Engineer. 79 Temporary Construction Element Plan shall include: 79 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. 79 Working drawings - 11" x 17" size drawings shall be provided. Drawings shall include but not limited to: 79 General notes - necessary information for design and construction including testing, materials, material properties. and mitigation measures. 79 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. 79 Profile – vertical geometry showing cuts and fills as well as any information on construction of the temporary construction elements and any mitigation measures. 79 Typical Sections – detailing of surfacing, width, stationing of cut slopes, fill, erosion measures, slope stabilization, materials, and control of surface/subsurface drainage. 80 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. 80 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. 80 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. 80 00253.06 Geotechnical Reports - Geotechnical reports with subsurface information are available from the Engineer. 80 Materials 80 00253.10 Material – Provide materials for temporary construction elements meeting the requirements of the applicable parts of Section 00330. 80 Construction 81 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). 81 00253.49 Performance - Construct and restore temporary construction elements according to the approved plans. Do not deviate from the approved plans. 81 Measurement 81 00250.80 Measurement – No measurement of quantities will be made for work performed under this Section. 81 Payment 81 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”. 81 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. 81 No separate or additional payment will be made for designing, maintaining, and restoring temporary construction elements. 81 SP00280 (2015 Specifications: 07-02-15) (This Section requires SP02320. 81 Requires SP01030 when 82 Temporary seeding is required.) 82 SECTION 00280 - EROSION AND SEDIMENT CONTROL 82 SECTION 00290 - ENVIRONMENTAL PROTECTION 84 SECTION 00294 - CONTAMINATED MEDIA 105 SP00310 (2015 Specifications: 07-16-15) 116 SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS 116 (Use the following lead-in paragraph when subsections .80 or .92 are included in the project.) 117 Comply with Section 00310 of the Standard Specifications modified as follows: 117 (Use the following subsection .80 only when saw cutting is included as a pay item.) 117 00310.80 Measurement - Add the following to the end of the length and area bullet: 117 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. 117 (Use the following subsection .92 only when saw cutting is included as a pay item.) 117 00310.92 Separate Item Basis - Add the following pay item to the pay item list: 117 (g) Asphalt Pavement Saw Cutting Foot 117 Add the following paragraph to the end of this subsection: 117 Item (g) applies to asphalt pavement saw cutting when shown. 117 SP00320 (2015 Specifications: 01-08-15) 117 SECTION 00320 - CLEARING AND GRUBBING 118 (Use the following subsection .90 when vegetation or materials are to be saved.) 120 00320.90 Payment - Replace the paragraph that begins "No separate or additional payment…" with the following paragraph: 120 No separate or additional payment will be made for work zone fencing. 120 SP00330 (2015 Specifications: 11-13-14) (This Section may require SP235.) 120 SECTION 00330 - EARTHWORK 120 SP00440 (2015 Specifications: 09-03-15) (This Section requires 123 SP02010 and SP02050.) 123 SECTION 00440 - COMMERCIAL GRADE CONCRETE 123 SECTION 00640 - AGGREGATE BASE AND SHOULDERS 144 SP00730 (2015 Specifications: 11-13-14) 145 SECTION 00730 - EMULSIFIED ASPHALT TACK COAT 145 SECTION 00744 - ASPHALT CONCRETE PAVEMENT 145 (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.) 146 Add the following subsection: 146 [ Use this .51 when paving through the top base course is required. ] 146 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. 146 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. 146 [ Use this .51 when paving through the wearing course is required. ] 146 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. 146 SP00759 (2015 Specifications: 11-13-14) (This Section requires SP02560) 146 SSECTION 00759 - MISCELLANEOUS PORTLAND CEMENT CONCRETE STRUCTURES 146 SP00810 (2015 Specifications: 10-15-15) (This Section requires SP02190 148 for guardrail posts and blocks.) 148 SECTION 00810 - METAL GUARDRAIL 148 (Use the following subsections .40 and .90 when hand dug guardrail post holes are required. Obtain information from the Region Utility Specialist and the Designer.) 149 00810.40 Timing and Coordination of Work - Add the following paragraph at the end of this subsection: 149 Contact the Engineer and the appropriate utilities 72 hours before beginning hand digging guardrail post holes. 149 00810.90 Payment - Add the following pay item: 149 (j) Extra for Hand Dug Guardrail Post Holes Each 149 In item (j) the extra costs for hand dug holes are costs that are not covered and included in the unit price for one or more of the other listed pay items. 149 Payment for item (j) performed beyond the quantity shown in the Contract Schedule of Items will be made at the Contract unit price if the Engineer determines that the Contract unit price does not exceed the value of the work as determined according to Section 00197. If the Engineer determines that the Contract unit price exceeds the value of the work, payment for the additional work will be made according to 00195.20. 149 SP00820 (2015 Specifications: 11-13-14) (This Section requires 149 SP02010 & SP02050.) 149 SECTION 00820 - CONCRETE BARRIER 149 SECTION 00822 - GLARE SHIELDS 151 SP00850 (2015 Specifications: 11-13-14) 154 (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).) 154 SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS 154 SP00851 (2015 Specifications: 11-13-14) 155 SECTION 00851 - PAVEMENT MARKING REMOVAL 155 SP00865 (2015 Specifications: 07-16-15) (This Section requires SP00850.) 156 SECTION 00865 - LONGITUDINAL PAVEMENT MARKINGS - DURABLE 156 (Use the following lead-in paragraph and bullets when Method D: Wet Weather Markings are required.) 157 Add the following bullet and sub-bullets to the end of the bullet list: 157 Method D: Wet Weather Markings - Apply markings with an extrusion, ribbon, or spray process and according to the following: 157 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. 157 For profiled markings, apply markings with an extrusion or ribbon process. Place lines and bumps straight and square. 157 (Use the following subsection .90 when including pay items for any of the following: 157 Pavement Marking Tape 157 Wet Weather Pavement Marking Tape 157 Wet Weather Methyl Methacrylate 157 Wet Weather Thermoplastic) 157 00865.90 Payment - 157 (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).) 157 Replace pay items (e) and (f) with the following pay items: 158 (e) Pavement Marking Tape, _____, _____ Foot 158 (f) Pavement Marking Tape, _____, _____, Wet Weather Foot 158 (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).) 158 Add the following heading and pay items: 158 Method D (Wet Weather Markings) 158 (i) Methyl Methacrylate, Wet Weather, _____, _____ Foot 158 (j) Thermoplastic, Wet Weather, _____, _____ Foot 158 (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.) 158 Replace the paragraph that begins "In items (e) and (f)…" with the following paragraphs: 158 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. 158 Add the following paragraph after the paragraph that begins "In Items (e) and (f)…": 158 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. 159 SP00867 (2015 Specifications: 11-13-14) (This Section requires SP00850.) 160 SECTION 00867 - TRANSVERSE PAVEMENT MARKINGS - LEGENDS AND BARS 160 SP00905 (2015 Specifications: 11-13-14) 161 SECTION 00905 - REMOVAL AND REINSTALLATION OF EXISTING SIGNS 161 SP00910 (2015 Specifications: 11-13-14) 162 SECTION 00910 - WOOD SIGN POSTS 162 (Follow all instructions. If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project. The specifications may be modified to include project specific specifications, but all additions, deletions, or modifications must be sent to the ODOT Technical Resource and Senior Specifications Engineer for review and approval.) 162 Comply with Section 00910 of the Standard Specifications. 162 SP00920 (2015 Specifications: 10-08-15) (This Section requires 162 SP00440 & SP02560) 162 SECTION 00920 - SIGN SUPPORT FOOTINGS 162 SP00921 (2015 Specifications: 11-19-15) (This Section requires SP02001) 167 SECTION 00921 - MAJOR SIGN SUPPORT DRILLED SHAFTS 167 SP00930 (2015 Specifications: 04-09-15) (This Section requires SP02560) 171 SECTION 00930 - METAL SIGN SUPPORTS 171 SP00940 (2015 Specifications: 04-23-15) (This Section requires SP02910) 173 SECTION 00940 - SIGNS 173 SECTION 00950 - REMOVAL OF ELECTRICAL SYSTEMS 174 SECTION 00960 - COMMON PROVISIONS FOR ELECTRICAL SYSTEMS 175 SP00965 (2015 Specifications: 11-27-14) (This Section requires SP02560 177 & ITS Specifications which are 177 available from the ITS Unit. 177 All ITS specification require approval 177 from the Sr. Specifications Engineer 177 before use in this project) 177 SECTION 00965 - METAL CAMERA POLES AND FOUNDATIONS 177 SP00970 (2015 Specifications: 01-08-15) (This Section requires SP00960. 186 Requires SP00962 for supports.) 186 SECTION 00970 - HIGHWAY ILLUMINATION 186 SP00990 (2015 Specifications: 08-20-15) (This Section requires SP00960 187 May require SP02925. Requires 187 SP00962 for traffic signal supports.) 187 SECTION 00990 - TRAFFIC SIGNALS 187 SECTION 00995 – INTELLIGENT TRANSPORATION SYSTEMS 189 SP01030 (2015 Specifications: 11-13-14) 216 SECTION 01030 - SEEDING 216 SP01050 (2015 Specifications: 10-15-15) (This Section requires 219 SP00440 & SP02190.) 219 SECTION 01050 - FENCES 219 SP02010 (2015 Specifications: 11-13-14) 221 SECTION 02010 - PORTLAND CEMENT 221 SP02050 (2015 Specifications: 06-25-15) 221 SECTION 02050 - CURING MATERIALS 221 SP02190 (2015 Specifications: 10-15-15) 222 SECTION 02190 - PRESERVATIVE TREATMENT OF LUMBER 222 SP02560 (2015 Specifications: 11-13-14) 222 SECTION 02560 - FASTENERS 222 SECTION 02910 - SIGN MATERIALS 224 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.
OREGON DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS FOR (Fill in the blanks with the same information that is on the plan title sheet except do not include the date. Remove underlines, parentheses, and all instructions when finished.) ______(Scope of Work)______ ______(Project Name)______ ______(Highway Name)______ ______(County)______
As the preparer of the consolidated specifications for this Project I acknowledge compliance with the "Modified Exemption from DOJ Legal Sufficiency Review and Approval for ODOT Highway Construction Contracts" dated April 2, 2015. By: _____________________________ Date: _____________________ OREGON DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS FOR (Fill in the blanks with the same information that is on the plan title sheet except do not include the date. Remove underlines, parentheses, and all instructions when finished.) ______(Scope of Work)______ _____ (Project Name)______ ______(Highway Name)______ ______(County)______ (The POR stamps, signs, dates, and fills in section numbers in the Professional of Record Certification below.) Professional of Record Certification(s):
(To add more POR signature sheets do the following: 1. Complete the project information above the Professional of Record Certification. 2. Turn off Track Changes and turn on "Show/Hide" by selecting ¶ from the toolbar above. 3. Highlight the entire text from the page, including the "Section Break" and the ¶ from the next page then select "copy". 4. Go to the last POR page and place the cursor at the ¶ line then select "paste". 5. Continue the paste process until you have enough POR signature sheets. 6. Turn Track Changes back on then complete the signature page.) SP00092_002 (2015 Specifications: 11-13-14) Directory: Region1 Projects -> 19100 Region1 ATM Project 19100 Region1 ATM Project -> For highway construction oregon department of transportation salem, oregon Download 1.02 Mb. Share with your friends:
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