type of workpavement markings sectionI-5: striping mp 18 168 highwaypacific highway
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00130.40(a) Performance and Payment Bonds - In the paragraph that begins "When a coating system warranty…", replace the sentence that begins "The supplemental warranty performance…" with the following sentence: The supplemental warranty performance bond shall be in the sum of $_______. In the paragraph that begins with "Upon Third Notification…", replace the words "Third Notification" with the words "Second Notification". [ Use this subsection .40(a) only on bridge coating projects. ] 00130.40(a) Performance and Payment Bonds - In the paragraph that begins with "Upon Third Notification…", replace the words "Third Notification" with the words "Second Notification". SP140 (03-31-08) SECTION 00140 - SCOPE OF WORK (Follow all instructions. If there are no instructions above a subsection, paragraph, or sentence, then use the subsection, paragraph, or sentence on all projects. All other modifications to this Section will require Department of Justice approval. (See the Specification Manual, Chapter 3.) Remove all instructions before preparing the final document.) (Use the following paragraph when subsection 00140.60 is NOT included in the project.) Comply with Section 00140 of the Standard Specifications. (Use the following lead-in paragraph when subsection 00140.60 is included in the project.) Comply with Section 00140 of the Standard Specifications modified as follows: (Use the following subsection .60 when the Contractor may be required to do Extra Work items. Listed items are not to be biddable Work items. Delete the example.) 00140.60 Extra Work - Add the following to the end of this subsection: Construction items which may be required as Extra Work to complete the Project and which are not covered by the Special Provisions or listed Pay Items may include, but are not necessarily limited to, the following:
SP150 (05-16-08) SECTION 00150 - CONTROL OF WORK (Follow all instructions. If there are no instructions above a subsection, paragraph, or sentence, then use the subsection, paragraph, or sentence on all projects. All other modifications to this Section will require Department of Justice approval. (See the Specification Manual, Chapter 3.) Remove all instructions before preparing the final document.) Comply with Section 00150 of the Standard Specifications modified as follows: (Use the following subsections .15(b) and .15(c) when Section 00305 - Contractor Surveying is included.) 00150.15(b) Agency Responsibilities - Replace this subsection, except for the subsection number and title, with the following: The Engineer will perform the responsibilities described in 00305.04. 00150.15(c) Contractor Responsibilities - Replace this subsection, except for the subsection number and title, with the following: The Contractor shall perform the responsibilities described in 00305.05. (Use the following subsections .50 and (f) when listing utility information.) 00150.50 Cooperation with Utilities - Add the following subsection: (f) Utility Information: (Use the following paragraph when no anticipated utility conflicts exist.) There are no anticipated conflicts with the Utilities listed below. Contact those Utilities having buried facilities and request that they locate and mark them for their protection prior to construction. Utility Contact Person's Name and Phone Number 1. 2. 3. 4. (Use the following paragraph when utility adjustments are the responsibility of County or City.) Arrangements for removing, relocating, or adjusting Utilities on the Project are the responsibility of the County (City). Contact the County (City) for information regarding these arrangements. (Use the following paragraph on projects with organizations that may be adjusting utilities.) The following organizations may be adjusting Utilities within the limits of the Project during the period of the Contract with relocation Work estimated to be completed by the following dates (times): Utility Estimated Completion Date (Time) 1. (Utility company - "Gas Company") (Contact person’s name and phone number)
(MP 98, Exit 98 Interchange) Contractor: MJ Hughes Contact: Mike Hughes 503.407.7029 April 2009 – July 2009 I-5: Ashland Paving (MP 11-18 NB, 18-14 SB)(For Example - Your project’s bid opening is July 4, 2005 so:) (OR99E Howell Prairie Rd-Waconda Rd. Aug 2005 to Oct 31, 2005) Contractor: TBD Contact: Joe Thomas (ODOT) 541.774.6357 May 2009 – September 2009 I-5: Booth Ranch – Glendale Paving (MP 112.5 – 98.0 NB & SB, MP 81.4 – 89.6 NB) Contractor: TBD Contact: Ted Paselk (ODOT) 541. 957.3511 May 2009 – September 2009 I-5: South Medford Interchange (Dewey Cheatum Inc. 541.679.5555 (On-Site)) (MP 27)
Contractor: Wildish Standard Paving Contact: Dan Payne 541.282.7877 April 2009 – September 2009 I-5: South Umpqua R & CORP (Shady) – Bundle 352 (MP 119 – 121) Contractor: Safeco Insurance Co. Contact: Rod Tompkins 530.823.2220 April 2009 – September 2009 I-5 Elkhead Rd – OR 126 (Bundle 508) (MP 154 – 163.5) Contractor: Slayden Construction Contact: Larry Gesher 503.302.9925 April 2009 – September 2009 I-5: Rice Hill Frontage Rd – Cemetery Frontage Rd (Bundle 309) (MP 148 – 164.5) Contractor: Hamilton Construction Contact: Evan Stuart 541.912.3895 April 2009 – July 2009 I-5: Seven Oaks Interchange – Bundle A06 Project (MP 35.38 – 36.58) Contractor: TBD Contact: Tim Fletcher (ODOT) 541.774.6356 April 2009 – August 2009 I-5: Eagle Mill Rd – Neil Creek Rd – Bundle 301 (MP 10 – 17.50) Contractor: Hamilton Construction Contact: Neil Spoon 541.913.1632 April 2009 – November 2009 I-5: Creek & County – Central Point – Bundle 302 (MP 38.73) Contractor: Shasta Constructors, Inc. Contact: Kevin Christiansen (OBDP) 503.269.5173 April 2009 – May 2009 I-5: S. Wolf Creek – Foothills Blvd – Bundle 303 (MP 57.06) Contractor: Wildish Standard Paving Contact: Andy Stallings 541.953.8634 April 2009 – May 2009 I-5: Louse Creek – US 199 – Bundle 304 (MP 55.58 – 61.72) Contractor: Holm II Contact: Marc McConnell (OBDP) 503.884.8422 April 2009 – September 2009 I-5: Weaver (D/B) – Bundle 306 (MP 107.5) Contractor: Hamilton Construction Contact: Marc McConnell (OBDP) 503.884.8422 April 2009 – June 2009 I-5/OR 42: Winston – McLain Ave – Bundle 307 (MP 74.5 – 123) Contractor: TBD Contact: Marc McConnell (OBDP) 503.884.8422 May 2009 – September 2009 I-5:N.Umpqua River Bridges(Winchester)-Bundle 308 (MP 128.9) Contractor: Mowat Construction Co. Contact: Ted Paselk (ODOT) 541. 957.3511 April 2009 – September 2009 I-5: Homestead to S Gold Hill – Bundle 313 (MP 40.83 – 45.61) Contractor: Conway Construction Co. Contact: David Conway 360.901.2424 April 2009 – June 2009 (Use the following subsection .91 on projects when a mandatory post construction meeting is required.) 00150.91 Post-Construction Review - Replace this subsection, except for the subsection number and title, with the following: 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. SP160 (03-31-08) (This Section may require SP235.) SECTION 00160 - SOURCE OF MATERIALS (Follow all instructions. If there are no instructions above a subsection, paragraph, or sentence, then use the subsection, paragraph, or sentence on all projects. All other modifications to this Section will require Department of Justice approval. (See the Specification Manual, Chapter 3.) Remove all instructions before preparing the final document.) (Use the following paragraph when subsections 00160.30 and .40 are NOT included in the project.) Comply with Section 00160 of the Standard Specifications. (Use the following lead-in paragraph when subsections 00160.30 or .40 is included in the project.) Comply with Section 00160 of the Standard Specifications modified as follows: (Use the following subsection .30 when the Agency will furnish items or materials other than material from a borrow source - for example: poles, timbers, guardrail, etc. Give the location where the items/materials may be picked up. Delete the parenthesed words and parentheses as needed. For aggregates and other similar materials, use 00160.40.) 00160.30 Agency-Furnished Material - The Agency will furnish the listed items at the (Project Site:) (following locations:) (Use the following subsection .40 on projects for Agency-furnished material sources. Include SP235 when using this subsection.) 00160.40 Agency-Furnished Sources - Replace this subsection, except for the subsection number and title, with the following: Agency-Furnished Sources for this Project are listed in Section 00235 of these Special Provisions. SP165 (03-31-08) SECTION 00165 - QUALITY OF MATERIALS (Any modifications to this Section will require Department of Justice approval. (See the Specification Manual, Chapter 3.)) Comply with Section 00165 of the Standard Specifications. SP170 (12-11-08) SECTION 00170 - LEGAL RELATIONS AND RESPONSIBILITIES (Follow all instructions. If there are no instructions above a subsection, paragraph, or sentence, then use the subsection, paragraph, or sentence on all projects. All other modifications to this Section will require Department of Justice approval. (See the Specification Manual, Chapter 3.) Remove all instructions before preparing the final document.) Comply with Section 00170 of the Standard Specifications modified as follows: (Use the following lead-in paragraph and subsection .01(e) on projects with railroad involvement. Use of this subsection requires SP_BNSF_RR, SP_UP_RR, or SP_OTHER_RR.) Add the following subsection: 00170.01(e) Railways - The Contractor shall comply with the Contractor railway requirements and agreement that are in effect for this Project. A copy of the required requirements and agreement is included near the front of this Special Provision booklet. (Use the following paragraph when railway flagger services are required. Obtain the information from ODOT's Railroad Engineer Liaison.) When railway flagger services are required, the Agency will pay the flagger services costs up to a total of ____(enter number of hours or days)____. If this value is exceeded and additional flagging services are needed, the Contractor shall pay the Agency an amount of ___(enter dollar amount)___ per __(enter "hour" or "day")__ for each __(enter "hour" or "day)__ in excess of the total value identified above. (Use the following lead-in paragraph and subsection .06 on all Federal funded projects.) Add the following subsection: 00170.06 Federal-Aid Participation - This Project is to be conducted according to the regulations applying to Federal-Aid Highway Projects. (Use the following two subsection .65(b)'s on Federal funded projects when the project is a Functional Classification of 08 rural minor collector, 09 rural local, or 19 urban local. Obtain the functional classification from the project risk assessment summary.) 00170.65(b) When Federal Funds Are Involved - Replace this subsection with the following subsection: 00170.65(b) When Local Road or Rural Minor Collector Federal Funds Are Involved For this local road or rural minor collector Federal-Aid Project, the Contractor shall comply with 00170.65(c) and the provisions of FHWA Form 1273, "Required Contract Provisions Federal-Aid Construction Contracts," except Sections IV and V do not apply. (Use the following subsection .65(c) on rock production projects.) [ Begin subsection .65(c) ] 00170.65(c) When No Federal Funds Are Involved - Replace this subsection, except for subsection number and title, with the following: Wage rate and fringe benefit schedules are not required for this rock production Project. [ End subsection .65(c) ] Add the following subsection: 00170.67 Fees - The fee required by ORS 279C.825(1) will be paid by the Agency to the Commissioner of the Oregon Bureau of Labor and Industries under the administrative rules of the Commissioner. (Complete the following subsection .70(a) based on the project risk assessment. Obtain risk assessment information from the following:
00170.70(a) Insurance Coverages - The following insurance coverages and dollar amounts are required pursuant to this subsection: Insurance Combined Single Limit Annual Aggregate Coverages per Occurrence Limit (Fill in the blanks with the dollar amounts from the project risk assessment summary.) Commercial General Liability $_____________$2,000,000.00 $____________$5,000,000.00 Commercial Automobile Liability $_____________$1,000,000.00 (aggregate limit not required) (Include the following pollution liability item only when it is required by the risk assessment summary, otherwise delete it.) Pollution Liability $_____________ $____________ (Include one or both of the following bullets only when they are required by the risk assessment summary. Delete them if they are not required.)
(Include the following commercial automobile liability with pollution liability item only when it is required by the risk assessment summary, otherwise delete it.) Commercial Automobile Liability with Pollution Coverage $_____________ (aggregate limit not required) (Use the following subsection .70(c) when project management is performed by other than ODOT forces. Fill in the blanks. Delete what does not apply.) 00170.70(c) Additional Insured - Add the following paragraph and bullets to the end of this subsection: Add the following as Additional Insureds under the Contract:
(Use the following subsection .70(g) on projects that include work on building(s) that have a market value or replacement cost of at least $100,000. In the first sentence, fill in the buildings' estimated market value or complete replacement cost in the blank. Use the second sentence, when ODOT is not the owner of the building and fill in the blank with the building owner. Except for the building owner, do not make any additions to this sentence. If ODOT is the owner of the building, delete the second sentence.) 00170.70(g) Builders' Risk - Add the following to the end of this subsection: Provide Builders' Risk insurance for an amount equal to at least $___________. The policy shall include as loss payee, the Agency and ____(County or City Owner of Building)____. (Use the following subsection .72 only when project management is performed by other than ODOT forces. Fill in the blanks. Delete what does not apply.) 00170.72 Indemnity/Hold Harmless - Add the following paragraph and bullets to the end of this subsection: Extend indemnity and hold harmless to the Agency and the following:
SP180 (02-05-09) SECTION 00180 - PROSECUTION AND PROGRESS (Follow all instructions. If there are no instructions above a subsection, paragraph, or sentence, then use the subsection, paragraph, or sentence on all projects. All other modifications to this Section will require Department of Justice approval. (See the Specification Manual, Chapter 3.) Remove all instructions before preparing the final document.) Comply with Section 00180 of the Standard Specifications modified as follows: Add the following subsection: 00180.21(g) Mentor-Protégé Agreement - If the Contractor enters into a subcontract with an Emerging Small Business (ESB) subcontractor, the Agency may offer the Contractor and its ESB subcontractor an opportunity to enter into a project specific Mentor Protégé Agreement. The project specific Mentor Protégé Agreement will be paid for and specified by Change Order. (Use the following subsection .40(b) when limitations prevent all contractor work before a specified date. Fill in the specific date.) 00180.40(b) On-Site Work - Add the following paragraph to the end of the subsection: The Contractor shall not begin On-Site Work before ___(Date)____, unless approved by the Engineer. (Use the following lead in sentence and subsection .40(c) when limitations are included in the Special Provision. Delete the limitations that do not apply.) Add the following subsection: 00180.40(c) Specific Limitations - Limitations of operations specified in these Special Provisions include, but are not limited to, the following: Limitations Subsection Cooperation with Utilities 00150.50 Cooperation with Other Contractors 00150.55 Railway Work 00170.01(e) Contract Completion Time 00180.50(h) Right-of-Way and Access Delays 00180.65 Traffic Lane Restrictions 00220.40(e) Special Events 00220.40(e) In-water Work Restrictions 00290.34(a) Noise Control 00290.32
The supplemental "look ahead" Project Work schedule shall be written in common terminology and show the planned Work activities broken down into logical, separate activities by area, stage, and size and include the following information:
At a minimum, the Contractor shall prepare a bar chart that:
Include the Contract name, Contract number, Contractor’s name, and date of issue on each page of the bar chart. The Contractor shall submit the supplemental "look ahead" Project Work schedule starting at First Notification and continuing each week until Second Notification has been issued and all punch list items and final trimming and clean up has been completed. The Contractor shall meet with the Engineer each week to review the supplemental "look ahead" Project Work schedule. If the Engineer or the Contractor determines that the current supplemental "look ahead" Project Work schedule requires changes or additions, either notations can be made on the current schedule or the Engineer may require the submittal of a revised supplemental "look ahead" Project Work schedule. Review of the current and subsequent supplemental "look ahead" Project Work schedules does not relieve the Contractor of responsibility for timely and efficient execution of the Contract. (Obtain the type of schedule ("A", "B", or "C") from the project Scheduler. Insert the type in the blank.) In addition to the "look ahead" Project Work schedule, a Type _____ A schedule as detailed in the Standard Specifications is required on this Contract. (Use the following subsections .41(b-2) and .41(b-3-a) when a Type "B" Schedule is required.) [ Begin .41(b-2) and .41(b-3-a) ] 00180.41(b-2) Detailed Schedule - Replace the paragraph that begins "In addition to the above requirements…" with the following two paragraphs: In addition to the above requirements, and within 30 Calendar Days after the Notice to Proceed, the Contractor shall provide the Engineer one digital copy and four paper copies of a detailed time-scaled bar chart Project Work schedule indicating the critical course of the Work. The digital copy shall be compatible with MS Project 2003, Primavera P3, SureTrak Project Manager 3.0, or another scheduling program approved by the Engineer. Detailed work schedule activities shall including the following: Replace the paragraph that begins "Within 10 Calendar Days…" with the following paragraph: Within 10 Calendar Days after submission of the Project schedule the Engineer and the Contractor shall meet to review the Project schedule as submitted. Within 10 Days of the review meeting the Contractor shall resubmit to the Engineer one digital and four paper copies of the Project schedule, including required revisions. 00180.41(b-3-a) Review with the Engineer - In the paragraph that begins "The Contractor shall evaluate…", replace the sentence that begins "The Contractor shall submit…" with the following sentence: The Contractor shall submit one digital and four paper copies of the updated bar chart to the Engineer within seven Days after the progress meeting, along with a progress report as required by "b." below. [ End .41(b-2) and .41(b-3-a) ] (Use the following subsection .42 when requested by the Region Utility Specialist.) 00180.42 Preconstruction Conference - Add the following paragraph to the end of this subsection: Before meeting with the Engineer for the preconstruction conference, hold a group utilities scheduling meeting with representatives from the utility companies involved with this project. Incorporate the utilities time needs into the Contractor's schedule submitted at the preconstruction conference. Add the following subsection: (Use one of the following four .50(h) subsection options, as appropriate. Fill in the blanks.) (Option 1. When on-site work is to be controlled, use the following.) 00180.50(h) Contract Time - 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. When seeding establishment or plant establishment is required, use the following. Delete what does not apply. Remove parentheses.) 00180.50(h) Contract Time - Complete all Work to be done under the Contract, except for (seeding establishment) (and) plant establishment, not later than ____________________. (Option 3. When there are two completion times, use the following.) (If either durable pavement markings (00865) or high performance pavement markings (00866) are required, and the completion date is after September 15, check with the Scheduler and request two completion times.) (If permanent seeding (01030) or planting (01040) is required, and the completion date is outside the planting seasons (see 01030.43(b) or 01040.41 and .42), check with the Scheduler and request two completion times. Delete what does not apply. Remove parentheses.) 00180.50(h) Contract Time - 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. When none of the three options above apply, use the following.) 00180.50(h) Contract Time - Complete all Work to be done under the Contract not later than _____________________.September 15, 2009. (Use the following subsection .65 when right-of-way access delays are necessary. Fill in the blanks with the appropriate information.) 00180.65 Right-of-Way and Access Delays - Add the following paragraph: It is anticipated that the ending date of an anticipated delay for the following properties will be as shown:
(Use the following subsection .85(b) on projects that have one completion time. Select the dollar amount from the table listed below.) 00180.85(b) Liquidated Damages - Add the following paragraph: The liquidated damages for failure to complete the Work on time required by 00180.50(h) will be $__________ $880000.00 per Calendar Day *. * Calendar Day amounts are applicable when the Contract time is expressed on the Calendar Day or fixed date basis. (Use the following subsection .85(b) on projects that have two completion times. To determine the values to use, do the following: For the first value (first blank) calculate the total estimated biddable contract amount of all the work to be finished by the first completion date. For the second value (second blank), use the total estimated biddable contact amount. For the combined value (third blank), use the second value. Do not use a cumulative total for the third blank. [For example: (1) Complete all work to be done under the Contract, except paving, not later than July 1, 200x. (2) Complete all work to be done under the Contract not later than September 1, 200x. The total estimated contract amount is $2,100,000. The estimated biddable contract amount for paving is $300,000. To calculate the estimated biddable contract amount for the work to be finished by the first completion date for determining the value for the first blank; all work to be done ($2,100,000) except paving ($300,000) would be $1,800,000. From the table, the value to choose is $800. To determine the value for the second blank; all work to be done would be $2,100,000. From the table, the value to choose is $1,100. To determine the value for the third blank, use the second value which is $1,100.]) 00180.85(b) Liquidated Damages - Add the following paragraphs: There are two daily amounts of liquidated damages on this Project as follows: Liquidated damages for failure to complete the Work on time required by 00180.50(h-1) will be $ ________ per Calendar Day *. Liquidated damages for failure to complete the Work on time required by 00180.50(h-2) will be $ _________ per Calendar Day *. If liquidated damages should become payable concurrently under the combination of 00180.50(h-1) and (h-2), liquidated damages will be $ _________ per Calendar Day *. * Calendar Day amounts are applicable when the Contract time is expressed on the Calendar Day or fixed date basis. (Use the following table to determine the liquidated damages to be filled in above. Delete the table when finished.) Engineers Estimate For More Than To and Including Liquidated Damages $ 0 $ 25,000 $ 50 25,000 50,000 100 50,000 100,000 300 100,000 500,000 600 500,000 1,000,000 700 1,000,000 2,000,000 800 2,000,000 5,000,000 1,100 5,000,000 10,000,000 1,200 10,000,000 20,000,000 2,000 20,000,000 30,000,000 2,700 30,000,000 ─ 3,400
The Engineer will determine when it is safe to reopen lanes to traffic. Assessment of liquidated damages will stop when all lanes have been safely reopened. Any liquidated damages assessed under these provisions will be in addition to those listed in 00180.85(b). (Use the following subsection (2) on projects that have limited access roadways and allow the Rolling Slowdown Method of traffic control listed in 00220.40(g). Renumber if appropriate and delete ", but not in addition to (1) above".) (2) Rolling Slowdown Closures - It is impractical to determine the actual damages the Agency will sustain in the event traffic lanes are closed by the Rolling Slowdown Method. Therefore, the Contractor shall pay to the Agency, not as a penalty, but as liquidated damages, $500 per 20 minutes, or for a portion of 20 minutes, per lane, for any lane closure beyond the 20 minute limit listed in 00220.40(g). In addition to the liquidated damages, any added cost for traffic control measures, including flagging or pilot cars, required to maintain the lane closures beyond the allowed time limits, will be at no additional cost to the Agency. The required traffic control measures will be as determined by the Engineer. The Engineer will determine when it is safe to reopen lanes to traffic. Assessment of liquidated damages will stop when all lanes have been safely reopened. Any liquidated damages assessed under these provisions will be in addition to those listed in 00180.85(b), but not in addition to (1) above. SP190 (03-31-08) SECTION 00190 - MEASUREMENT OF PAY QUANTITIES (Follow all instructions. If there are no instructions above a subsection, paragraph, or sentence, then use the subsection, paragraph, or sentence on all projects. All other modifications to this Section will require Department of Justice approval. (See the Specification Manual, Chapter 3.) Remove all instructions before preparing the final document.) (Use the following paragraph when 00190.20(f-2) and 20(g) are NOT included in the project.) Comply with Section 00190 of the Standard Specifications. (Use the following lead-in paragraph when 00190.20(f-2) and 20(g) are included in the project.) Comply with Section 00190 of the Standard Specifications modified as follows: (Use the following subsections .20(f-2) and .20(g) when materials are to be weighed to determine pay quantities.) 00190.20(f-2) Scale Without Automatic Printer - Add the following sentence after the first paragraph: Pay costs for the weigh witness at $35.00 per hour. 00190.20(g) Agency-Provided Weigh Technician - Add the following paragraph after the bullet list: Pay costs for the weigh technician at $35.00 per hour. SP195 (03-26-09) SECTION 00195 - PAYMENT (Follow all instructions. If there are no instructions above a subsection, paragraph, or sentence, then use the subsection, paragraph, or sentence on all projects. All other modifications to this Section will require Department of Justice approval. (See the Specification Manual, Chapter 3.) Remove all instructions before preparing the final document) Comply with Section 00195 of the Standard Specifications modified as follows: (Use the following subsection .10 on projects that have at least 150 tons of liquid asphalt.) [ Begin subsection .10 ] 00195.10 Payment for Changes in Materials Costs - Replace this subsection with the following subsection: 00195.10 Asphalt Cement Material Price Escalation/De-escalation - An asphalt cement escalation/de escalation clause will be in effect during the life of the Contract. The Agency reserves all of its rights under the Contract, including, but not limited to, its rights for suspension of the Work under 00180.70 and its rights for termination of the Contract under 00180.90, and this escalation/de-escalation provision shall not limit those rights. (a) Monthly Asphalt Cement Material Price (MACMP) - The Monthly Asphalt Cement Material Price (MACMP) will be established by the Agency each month. For information regarding the calculation of the MACMP, and for the actual MACMP, go to the Agency website at: http://www.oregon.gov/ODOT/HWY/ESTIMATING/asphalt_fuel.shtm If the Agency selected index ceases to be available for any reason, the Agency in its discretion will select and begin using a substitute price source or index to establish the MACMP each month. The MACMP will apply to all asphalt cement including but not limited to paving grade, polymer modified, and emulsified asphalts, and recycling agents. The Agency does not guarantee that asphalt cement will be available at the MACMP. (b) Base Asphalt Cement Material Price (Base) - The Base asphalt cement material price for this Project is the MACMP published on the Agency website for the month immediately preceding the bid opening date. (c) Monthly Asphalt Cement Adjustment Factor - The Monthly Asphalt Cement Adjustment Factor will be determined each month as follows:
Adjustment Factor = (MACMP) - (1.05 x Base)
Adjustment Factor = (MACMP) - (0.95 x Base) (d) Asphalt Cement Price Adjustment - A price adjustment will be made for the items containing asphalt cement listed below. The price adjustment as calculated in (c) above will use the MACMP for the month the asphalt is incorporated into the Project. The price adjustment will be determined by multiplying the asphalt incorporated during the month for subject Pay Items by the Adjustment Factor. The Pay Items for which price adjustments will be made are: Pay Item(s) (List all pay items in which price adjustments apply. Add or delete pay items as appropriate.) __________ Asphalt in _________ HMAC Emulsified Asphalt in Fog Coat Emulsified Asphalt for Tack Coat Asphalt in Emulsified Asphalt Surface Treatment Asphalt in Multiple Application Emulsified Asphalt Surface Treatment Emulsified Asphalt in Mixture Recycling Agent [ End subsection .10 ] (Use the following lead-in paragraph and subsection .11 on projects with estimated fuel usage in excess of 25,100 gallons. The estimated fuel usage is for the major items that are listed for coverage under this specification. The Fuel Escalation Worksheet is available at: http://www.oregon.gov/ODOT/HWY/ESTIMATING/manuals_forms_etc.shtml ) Add the following subsection: [ Begin subsection .11 ] 00195.11 Fuel Cost Price Escalation/De-escalation - A fuel escalation/de escalation clause will be in effect during the life of the Contract. The Agency reserves all of its rights under the Contract, including, but not limited to, its rights for suspension of the Work under 00180.70 and its rights for termination of the Contract under 00180.90, and this escalation/de escalation provision shall not limit those rights. (a) Monthly Fuel Price (MFP) - A Monthly Fuel Price (MFP) will be established by the Agency each month. For the actual MFP, go to the Agency website at: http://www.oregon.gov/ODOT/HWY/ESTIMATING/asphalt_fuel.shtml The MFP for a given month will be the average weekly price obtained from the OPIS weekly listing dated the first Monday of that month for No. 2 diesel fuel for Portland, Oregon. Prices are based solely on rack and resellers' prices exclusive of freight, taxes, and special discounts. If the average weekly price is not posted by OPIS or is otherwise not available to the Agency for the first Monday of any month for any reason, the Agency may use the average weekly price posted by OPIS immediately before or after the first Monday of that month. If the average weekly prices cease to be available from OPIS for any reason, the Agency in its discretion will select and begin using a substitute price source or index to establish the MFP each month. The Agency does not guarantee that fuel will be available at the MFP. (b) Base Fuel Price (Base) - The Base fuel price for this Project is the MFP published on the Agency website for the month immediately preceding the bid opening date. (c) Monthly Fuel Adjustment Factor - A Monthly Fuel Adjustment Factor will be determined each month as follows:
Adjustment Factor = (MFP) - (1.25 x Base)
Adjustment Factor = (MFP) - (0.75 x Base) (d) Fuel Price Adjustment - A fuel price adjustment for fluctuations in the cost of fuel will apply only to the major fuel usage Pay Items shown in the following list and at the respective fuel factors listed: (Use the Fuel Escalation Worksheet to determine the types of work in which fuel factors apply. From the worksheet, determine all the appropriate pay items and, except for bridges and structures, list them by pay item under the "Item" column. All associated pay items for each bridge and each structure are included in individual "Bridge No." and/or "Structure No." line items. (Do not break out individual bridge or structure bid items.) List each bridge and structure separately. Also include units for the fuel factor value such as xx gallons/ton, xx gallons/sq. ft) and xx gallons/cu. ft., where xx is the fuel factor.) Item Fuel Factor ______ Gal/____ ______ Gal/____ (Use the following paragraph and list for bridges and structures. Copy and paste the list as necessary. Delete what does not apply.) All pay items associated with the following bridges and structures: Bridge No. _______ ______ Gal/$_____ Bridge No. _______ ______ Gal/$_____ Structure No. _______ ______ Gal/$_____ Structure No. _______ ______ Gal/$_____ The Contractor is cautioned to consider that its operations may require more or less fuel. A price adjustment () to the Contractor for fuel cost changes will be made monthly if the Monthly Fuel Price differs 25% or more from the Base Fuel Price. This adjustment will be the product of the Monthly Fuel Adjustment Factor and the estimated Monthly Fuel Used. The Monthly Fuel Used will be determined by multiplying the quantities of Work accomplished during the month for subject Pay Items, by the appropriate Fuel Factors. (Use the Fuel Escalation Worksheet to determine fuel requirements.) Fuel requirements for constructing the Project have been estimated at ___________ gallons, based on fuel factors shown. If the Contractor elects to use an alternate fuel (natural gas, wood pellets, propane, or other), the estimated fuel requirements will not be revised. Fuel cost adjustments will continue to be made as specified and will not be revised. [ End subsection .11 ] (Use the following subsections .12(a) and .12(d) when there are qualifying Pay Items to list under this subsection. The Cost Estimator/Designer will determine which items are eligible from the Steel Escalation/De-Escalation Worksheet. The worksheet is available at: http://www.oregon.gov/ODOT/HWY/ESTIMATING/manuals_forms_etc.shtml Fill in the table, in .12(d), with only those Pay Items which the Cost Estimator/Designer has determined are eligible from the Steel Escalation/De Escalation Worksheet.) 00195.12(a) Steel Material Price Escalation/De-Escalation Participation - In the sentence that begins "Before or within…" of the paragraph that begins "The Contractor may select…", replace the words "five business days" with "seven Calendar Days". 00195.12(d) Steel Materials Pay Item Selection - Add the following to the end of this subsection: The Contractor may elect to participate in the steel escalation/de-escalation program for this Project under 00195.12 through 00195.12(d) by marking each check box for each Pay Item in the list below the Contractor is selecting for participation in the program. The completed list must be submitted in writing, signed and dated by the Contractor, to the Project Manager before or within seven Calendar Days after the date of the preconstruction conference. PARTICIPATE PAY ITEM DESCRIPTION COST BASIS (CB) □ Pay Item Name (from the Worksheet) CB (from the Worksheet) □ Pay Item Name (from the Worksheet) CB (from the Worksheet) □ Pay Item Name (from the Worksheet) CB (from the Worksheet) □ Pay Item Name (from the Worksheet) CB (from the Worksheet)
Contractor's Signature Date (Use the following subsection .12(d) on projects which do not have any qualifying Pay Items.) 00195.12(d) Steel Materials Pay Item Selection - Add the following to this subsection: No Pay Items under this Contract qualify for the steel escalation/de-escalation program for this Project. 00195.50(c-1) Cash, Alternate A - In the paragraph that begins "Any retainage withheld on…", replace "00195.90(d)" with "00195.50(d)". SP196 (03-31-08) SECTION 00196 - PAYMENT FOR EXTRA WORK (Any modifications to this Section will require Department of Justice approval. (See the Specification Manual, Chapter 3.)) Comply with Section 00196 of the Standard Specifications. SP197 (03-31-08) SECTION 00197 - PAYMENT FOR FORCE ACCOUNT WORK (Any modifications to this Section will require Department of Justice approval. (See the Specification Manual, Chapter 3.)) Comply with Section 00197 of the Standard Specifications. SP199 (03-31-08) SECTION 00199 - DISAGREEMENTS, PROTESTS, AND CLAIMS (Any modifications to this Section will require Department of Justice approval. (See the Specification Manual, Chapter 3.)) Comply with Section 00199 of the Standard Specifications. SP210 (03-31-08) SECTION 00210 - MOBILIZATION Comply with Section 00210 of the Standard Specifications. SP220 (12-11-08) SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC (Follow all instructions. If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project but make necessary modifications to only include project specific specifications. Delete specifications that do not apply to the project.) Comply with Section 00220 of the Standard Specifications modified as follows: 00220.02 Public Safety and Mobility - Add the following bullet to the end of the bullet list: When construction equipment is operating in the closed lane, protect traffic using a truck mounted impact attenuator (TMA). Place the TMA in the closed lane in advance of the equipment, located as recommended by the manufacturer and approved by the Engineer. If the TMA is not available when the work requires its use, postpone the work until the TMA is available. (Use the following subsection .02 lead-in paragraph when adding bullets.) 00220.02 Public Safety and Mobility - Add the following bullets to the end of the bullet list: (Use the following bullet when the pre-construction speed is greater than 35 mph and there is trench excavation or other excavation work to be performed.)
(Use the following bullet when existing walkways or bikeways may be affected by the installation of work zone signs.)
(Use the following bullets when automated flagger assistance devices are required.)
00220.40(e) Lane Restrictions - Replace the paragraph that begins "Do not close any…" with the following paragraph: Do not close any traffic lanes and remove all barricades and objects from the roadway during the following periods: (Use the following lead-in paragraph, and subsections (1) and (2) only when modifying lane restrictions. Submit a Traffic Analysis Work Request Form to the Region Traffic Office for the lane restrictions.) Replace subsections (1) and (2) with the following: (1) Weekdays:
(2) Weekends - Between ____ 3:00 p.m. on Friday and midnight on Sunday in both directions for entire project length. (Use the following subsection (4) to list special events. List the names, times, and dates of the events.) (4) Special Events - Add the following to the end of this subsection: The following special events will occur during this Project:
(Use the following lead-in paragraph when adding either of the following subsections .40(f) or .40(g). Remove the "(s)" or remove the parentheses as needed.) Add the following subsection(s): (Use the following subsection .40(f) when blasting or when erecting bridge girders or sign structures. Contact Traffic Analysis Unit for designated peak hours. Delete non-applicable items in the first sentence. Do not change the subsection alpha character (keep it "(f)".) 00220.40(f) Limited Duration Road Closure - The Contractor will be permitted to close all travel lanes for periods not to exceed 20 minutes in duration during blasting or erecting bridge girders and sign structures over the travel lanes. This work will only be permitted between the hours of _________ and _________. Succeeding roadway closures will not be allowed until traffic clears from a preceding closure. (Use the following subsection .40(g) when the Rolling Slowdown Method is used to temporary close travel 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 insert. Do not change the subsection alpha character (keep it "(g)".) 00220.40(g) Road Closure Using Rolling Slowdown Method (RSM) - The Contractor will be permitted to use a RSM for slowing traffic and closing all travel 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. 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. Perform a RSM by using 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, form a moving blockade, and reduce traffic speeds to create a gap in traffic to accomplish the work without completely stopping traffic. When using the RSM, place a PCMS a minimum of 2,500 feet in advance of each point where the pilot cars enter the freeway. Place flagger(s), accompanied by 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. The Contractor may begin work immediately after the chase vehicle has passed the work area. If the work within the work area is not completed when the moving blockade reaches it, immediately cease all work except what is necessary to clear the roadway and reopen the roadway to traffic. Succeeding RSM will not be allowed until traffic clears from a preceding RSM. (Use the following subsection .41 for bridge pavement work or bridge end work.) 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. 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 and maintain a 1V:10H or flatter slope along longitudinal joints. Construct and maintain a 50 feet per 1 inch or flatter taper across transverse joints. (Use the following subsection .42 when the road is to be closed to traffic during construction of bridges.) 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. The road closure will not be allowed until the area is signed according to the TCP and the requirements of Section 00225. SP225 (01-15-09) (This Section requires SP2110. Requires SP440 when temporary traffic signals are required.) (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].) SECTION 00225 - WORK ZONE TRAFFIC CONTROL (Follow all instructions. If there are no instructions above a subsection, paragraph, sentence, or bullet, then include them in the project but make necessary modifications to only include project specific specifications. Delete specifications that do not apply to the project.) Comply with Section 00225 of the Standard Specifications modified as follows: 00225.02 General Requirements - Add the following after the last paragraph of this subsection: (Use the following paragraph on all projects that have an engineer's estimate of $1 million or more, and duration longer than a month, and an ADT of 2,000 or higher. Fill in the blank.) Install a Type "W8" "PROJECT IDENTIFICATION" (CG20-8-48) sign with a "KEEPING OREGON ON THE MOVE" rider on the _____________ Pacific Highway, approximately 500 feet in advance of the "ROAD WORK AHEAD" sign at each end of the Project, facing incoming traffic. The Engineer will determine the sign legend. (Fill in the blanks with the appropriate information.) Install a "ROAD WORK AHEAD" (W20-1-48) sign with "FINES DOUBLE" (R2 6 36) rider on the ________________ Pacific Highway, according to sign spacing "A" from the "TCD Spacing Table" shown on the standard drawings at each work zone. Also, install an "END ROAD WORK" (CG20 2A 24) sign approximately 500 feet beyond each the end of the Projectwork zone, facing outgoing traffic. (Use the following paragraph when it is necessary to reduce the overall roadway width between positive barriers [for example: concrete barrier, guardrail, and falsework] to less than 19 feet.) When the horizontal clearance for the roadway is less than 19 feet, install horizontal clearance (CW21-12-48) signs, identifying the narrowest width of the roadway. Locate these horizontal clearance signs as shown or as directed. (Use the following paragraph when it is necessary to reduce the overall vertical clearance to less than 15 feet 3 inches.) When the vertical clearance is less than 15 feet 3 inches, install low clearance (W12 2 48) and (OW12 2 36) signs. The clearance shown on the signs shall be 4 inches less than the shortest height of the opening. Locate these low clearance signs as shown or as directed. (Use the following paragraph on all freeway projects.) Install two sign flag boards above the "ROAD WORK NEXT XX MILES" and the "BRIDGE/ROAD WORK AHEAD" post mounted signs as shown on the standard drawings. Provide two copies of a sketch map of the Project showing all existing tourist oriented directional (TOD) and business logo signs and a written narrative describing how these signs will be kept in service and protected throughout all the construction stages. Install a Type "W8" "PUTTING OREGON BACK TO WORK" (CG20-8S-48) sign with a "KEEPING OREGON ON THE MOVE" rider on the Pacific Highway, at each end of the Project as directed by the Engineer, facing incoming traffic. 00225.05 Contractor Traffic Control Plan - Delete the bullet that begins "Two copies of a sketch map…". (Use the following subsection .11 when the completion time is less than eight months after the bid opening date and on traffic signal, illumination, landscaping, or other projects when temporary signing duration will be limited.) 00225.11 Temporary Signing - Replace the sentence that begins "Furnish new or acceptable temporary signs..." with the following sentence: Furnish temporary signs meeting the requirements of the "Acceptable" category shown in the American Traffic Safety Services Association (ATSSA) "Quality Standards For Work Zone Traffic Control Devices" handbook and the following: Add the following subsection: 00225.11(a-5) Light-Weight Sign Substrate - Use light-weight sign substrates from the QPL. 00225.12(d) Impact Attenuators - Add the following to the end of this subsection: Furnish NCHRP 350 TL-3 truck mounted impact attenuators (TMA) from the QPL. When the pre-construction posted speed is greater than 45 MPH, the support vehicle for the TMA shall have a minimum weight of 15,000 pounds and a maximum weight of 35,000 pounds. When a TMA is in place, set the parking brake and transmission on the support vehicle as recommended by the manufacturer. If used in a mobile operation, the TMA support vehicle shall shadow the mobile operation and maintain a consistent distance from the mobile operation as recommended by the manufacturer. 00225.13(d) Plastic Drums - Replace the sentence that begins "Provide drums with…" with the following sentence: Use retroreflective drum sheeting meeting the requirements of ASTM D 4956 Type III or Type IV. (Use the following lead-in sentence and subsection .18 when automated flagger assistance devices are required.) Add the following subsection: 00225.18 Automated Flagger Assistance Device - Furnish an automated flagger assistance device (AFAD) from the Conditional Products List or the QPL. 00225.32 Traffic Control Supervisor - Replace the bullet that begins "Prepare and sign a daily…" with the following bullet:
(Use the following lead-in sentence and subsection .35 when automated flagger assistance devices are required.) Add the following subsection: 00225.35 Automated Flagger Assistance Device Operator - Provide a flagger, who has been trained in the operation of AFAD's, to operate the device. The operator shall attend the AFAD at all times during the operation of the device. The AFAD operator shall not flag traffic when operating the AFAD. (Use the following subsection .43(g) when striping is required on new bridge decks.) 00225.43(g) Striping - Add the following paragraph after the first paragraph: For temporary striping on new bridge deck surfaces, use temporary removable tape. (Use the following lead-in sentence and subsection .50 when automated flagger assistance devices are required.) Add the following subsection: 00225.50 Automated Flagger Assistance Device - Install and operate the AFAD to safely stop and control traffic through the work zone. Position the AFAD operator’s control location at a safe distance from traffic. Install the AFAD according to the details shown. Use the AFAD according to manufacturer’s recommendations. Do not use the AFAD to control more than one lane of approaching traffic. Provide illumination when used during nighttime hours. Do not use an AFAD to replace a continuously operating temporary traffic control signal. The Engineer may order adjustments to the operation of the AFAD or substitute flagging for the AFAD based on traffic delay, field conditions, and safety concerns. When providing AFAD for both directions of traffic, use AFAD's of the same type and from the same manufacturer. When AFAD's are not in use, remove them and remove the accompanying TCD from the roadway. Remove or cover the accompanying temporary signing. (Use the following subsection .62(b) when impact attenuators are required.) 00225.62(b) Temporary Impact Attenuators - Replace the paragraph that begins "When impact attenuator…" with the following paragraph: When impact attenuator, truck mounted attenuator, or narrow site attenuator systems are used, have enough modules, cartridges, components, and replacement parts on-site to replace one complete installation or have on-site a complete replacement attenuator. Re stock replacement items or complete replacement attenuators within 24 hours of use. All modules, cartridges, components, and replacement parts, and replacement attenuators not used remain the property of the Contractor. Add the following paragraph to the end of this subsection: Repair of damage to vehicles utilizing truck mounted attenuators will be at no additional cost to the Agency. (Use the following lead-in sentence and subsection .68 when automated flagger assistance devices are required.) Add the following subsection: 00225.68 Automated Flagger Assistance Device - When repairs of the AFAD are required, take the device out of service. Flag traffic until repairs are complete and the AFAD is re-installed and operational. Use replacement stock by the same manufacturer and type, with capabilities equal to the original system, as installed. (Use the following lead-in paragraph and subsection .82(e) when impact attenuators are required.) Add the following subsection: 00225.82(e) Temporary Impact Attenuator Repair - Temporary impact attenuator repair will be measured on the unit basis. (Use the following lead-in sentence and one of the following subsection .87(c)'s when automated flagger assistance devices are required. Delete the subsection that does not apply.) Add the following subsection: [ Use this subsection .87(c) when AFAD's are measured on the unit basis. ] 00225.87(c) Automated Flagger Assistance Device - Automated flagger assistance devices will be measured on the unit basis. [ Use this subsection .87(c) when AFAD's are measured on the time basis. ] 00225.87(c) Automated Flagger Assistance Device - Automated flagger assistance devices will be measured on the time basis, of the actual number of hours, to the nearest hour, the AFAD's are operating and in use to control traffic. (Use the following subsection .90(a-1) when impact attenuators are required.) 00225.90(a-1) Pay Quantities - Replace the paragraph that begins "All TCD damaged by…" with the following paragraph: All TCD damaged by public traffic and replaced by the Contractor, except temporary signing, temporary electrical signs, and portable temporary traffic signals, will be paid for at the Contract price for the pay items listed in the Contract Schedule of Items or in approved Contract change orders, unless otherwise specified. Payment for replacing damaged TCD will only be made when: (Use the following subsection .92 when impact attenuators are required.) 00225.92 Temporary Barricades, Guardrail, Barrier, and Attenuators - Add the following pay item to the end of the pay item list and add the following paragraph: |