00017378 Exhibit A Specifications.docx
DOCX document 44 KB Posted
- Attached to
- Long Butte Sanding Rock Production
- Solicitation number
- S-73000-00017378
- Issued by
- Oregon
About this file
This is an Exhibit A Specifications document for the Long Butte Sanding Rock Production project issued by the Oregon Department of Transportation (ODOT). The project requires the production and stockpiling of 15,000 cubic yards of cinder sanding aggregate meeting specified grading requirements at the Long Butte Cinder Pit, located approximately 5 miles north of Bend, Oregon on Tumalo Road. The work location is in the SW1/4 SW1/4 of Section 22, T. 16 S., R. 12 E., with 10 acres of existing equipment setup and stockpiling area plus 0.5 acres of development area available. The project manager is Ramon Alonso at ODOT's Bend office. Contractors may elect to use the Agency-provided Long Butte Cinder Pit (Source Number OR-09-072-4, DOGAMI Number 09-0002) or pursue their own material source. Work shall commence within 10 working days of the preconstruction conference, and a project schedule meeting specified contract completion dates must be submitted at that conference.
Payment for all work is based on bid items in the Bid Schedule with no retainage, and payment is issued upon completion of contract work following submission of a bill to the Project Manager. The contractor must comply with the 2024 Oregon Standard Specifications for Construction and all Special Provisions outlined in Section 00235 (Agency Provided Material Sources) and Section 00680 (Stockpiled Aggregates). Key operational requirements include attending a pre-work meeting with ODOT Geologist Scott Billings, limiting extraction and processing operations to one-half hour before sunrise through one-half hour after sunset Monday through Friday, developing and maintaining an access road with specific grade requirements, constructing safety berms, submitting site-specific Erosion and Sediment Control and Pollution Control Plans, and steam-cleaning all equipment prior to entry. The sanding aggregate must meet specified grading requirements with 100 percent passing the 3/4-inch sieve, 80-95 percent passing the 1/2-inch sieve, 25-50 percent passing No. 10, and 0-16 percent passing No. 100. Upon completion, the contractor must remove all structures, debris, equipment, and solid waste, consolidate oversize material, place all excess aggregate in designated stockpiles, and attend a post-work meeting for source rehabilitation evaluation.
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Other files
| File | Type | Posted |
|---|---|---|
| 00017378 Exhibit E Material Source Narrative.pdf | ||
| 00017378 Sample Contract.docx | DOCX document | |
| 00017378 Bid Cover Sheet.docx | DOCX document | |
| 00017378 Invitation to Bid gts~1.docx | DOCX document | |
| 00017378 Exhibit B Plans.pdf |
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Text version
Exhibit A – Specifications Special Provisions
PROJECT NAME: Long Butte Sanding Rock Production
SCOPE OF WORK: Work includes producing and stockpiling 15,000 CY of specified aggregate, and associated work.
WORK LOCATION: Long Butte Cinder Pit is approximately 5 miles north of Bend, 0.8 miles west of US97 on Tumalo Road in the SW1/4 SW1/4 of Section 22, T. 16 S., R. 12 E., W.M.
PROJECT MANAGER:
Ramon Alonso 63055 N. Hwy 97. Bldg. M Bend, OR 97701
APPLICABLE SPECIFICATIONS: The Specifications which are applicable to the work on this project are the 2024 Oregon Standard Specifications for Construction (“Standard Specifications”), which are by this reference incorporated herein and the Special Provisions. The Standard Specifications include detailed technical specifications in Sections 00200 and beyond that apply to this ITB and any resulting Contract. Some sections of the technical specifications may be identified and modified in the Plans and Specifications. Sections of the technical specifications not identified in the Plans and Specifications remain applicable to the Contract according to their original terms.
Sections in Part 00100 of the Standard Specifications (General Conditions) are not applicable to the Contract unless they are specifically identified in the Plans and Specifications as being applicable. However, if a Part 00100 section that has been identified as being applicable references another section in Part 00100, or a technical specification (Parts 00200 and beyond) references a section from Part 00100, that section from Part 00100 applies to the Contract for purposes of supporting and giving full effect to the specification that referenced it. Bidders can access the Standard Specifications online at:
http://www.oregon.gov/ODOT/Business/Pages/Standard_Specifications.aspx
COOPERATION WITH UTILITIES: This project is located within the Oregon Utility Notification Center area, which is a utilities notification system for notifying owners of utilities about work being performed in the vicinity of their facilities. The contractor shall notify owners of Utilities prior to the performance of work in the vicinity of their Utilities. The utilities notification system telephone number is 811 (or use the old number which is 1-800-332-2344).
PAYMENT: Payment for all work under this contract is to be included in the bid items contained in the Bid Schedule. Payment constitutes full compensation to the Contractor for furnishing all Materials, Equipment, labor and incidentals necessary to complete the work as specified. There will be no separate payment for items not listed, as that work will be included in payment made for the items listed in the Bid Schedule.
PAYMENT TO CONTRACTOR: The Contractor shall be paid upon completion of contract work. A bill must be submitted to the Project Manager for payment processing. There shall be no retainage for work performed under this contract.
PRECONSTRUCTION CONFERENCE, SCHEDULE AND LIMITATIONS OF OPERATIONS: The Contractor shall meet with the Project Manager for a preconstruction conference at a mutually agreed upon time. Work shall commence within 10 working days of this meeting providing the Notice to Proceed has been received. At the preconstruction conference, submit a project schedule to plan, coordinate and control the progress of construction and traffic control installations. The project schedules will take into account the orderly, timely, and efficient prosecution of the work in sufficient detail to enable both the Contractor and the Project Manager to plan, coordinate, appraise, document, and control their respective contract responsibilities. The predicted Completion date(s) for the project schedule shall be within the specified contract time.
SECTION 00235 - AGENCY PROVIDED MATERIAL SOURCES
Section 00235, which is not a Standard Specification, is included in this Project by Special Provision.
Description
00235.00 Scope - This Work consists of utilizing Agency provided prospective or mandatory material sources as the Contractor elects or as required for the construction of the Contract.
00235.01 Material Source Specific Requirements - The following prospective material source, for the production of sanding Aggregate, that may warrant investigation and consideration for use by the Contractor on this Project is as follows:
(a) Prospective Material Source, Long Butte Cinder Pit:
Source Number - OR-09-072-4 DOGAMI Number - 09-0002 Location - Approximately 5 miles north of Bend, 0.8 miles west of US97 on Tumalo Road in the SW1/4 SW1/4 of Section 22, T. 16 S., R. 12 E., W.M.
Access - Exit at Deschutes Market Interchange at US97 MP 130.18, loop around to Tumalo Road, and then travel 0.8 miles to 85th Street. Turn north and travel 0.25 miles, turn northwest onto 85th Place, and travel 0.5 miles to the gated source on the right.
Available Area for Equipment Setup, Stockpiling, and Processing Aggregate:
Existing - 10 acres Development - 0.5 acres
If the Contractor elects not to utilize the above listed source(s) 00160.60 applies.
00235.03 Laws - Conduct operations within the material source according to all applicable State, county, and federal laws including mining and fire laws. Provide, operate, and maintain wildland firefighting equipment appropriate for the current fire levels on-site at all times during all material source operations.
00235.04 Permits - Copies of the Plans, permit and the material source narrative for the material source are available for inspection at the Project Manager's office. Conform operations within the material source to the stipulations and conditions of these documents and to all of the requirements of the Contract.
| Subsection |
| Source Name |
| Documents |
| 00235.01(a) |
| Long Butte Cinder Pit |
| Department of Geology and Mineral Industries (DOGAMI) Operating Permit |
00235.05 Pre-Work Meeting - Before occupying the material source, attend a pre-work meeting at the material source with the Engineer and the following owners or representatives:
| Subsection |
| Source Name |
| Contact Names and phone numbers |
| 00235.01(a) |
| Long Butte Cinder Pit |
| ODOT Geologist: Scott Billings, 541-410-6693 |
00235.06 Source Occupancy - Coordinate material source occupancy with the Engineer. The material source information listed in Table 00235-1 below is as shown. Do not operate beyond the material source Work area boundary as shown unless otherwise directed in writing.
Table 00235-1
| Subsection |
| Source Name |
| Source items shown |
| 00235.01(a) |
| Long Butte Cinder Pit |
| Work area boundary, excavation area, reject fines stockpile, oversize stockpile, safety berms, floor access road, stockpile and processing area, access road |
00235.07 Source Development - If proposing changes to the material source development plan, submit a source development plan as an unstamped Working Drawing according to 00150.35. Do not begin Work in the material source until the source development plan has been approved in writing by the Engineer.
Develop a site-specific Erosion and Sediment Control Plan for the material source according to 00280.04 and submit it to the Engineer at or before the pre-work meeting. Construct stormwater control berm(s) as needed to control runoff. Do not allow any materials, including sediments, Aggregate or crushing by‑products to enter into waterways or Wetlands.
Develop a site-specific Pollution Control Plan for the material source according to 00290.30(b) and submit it to the Engineer at or before the pre-work meeting. Include the following requirements in the Pollution Control Plan:
Do not discharge waste or by-product if it contains any substance in concentrations that could contaminate Soils or result in harm to fish, wildlife, or water sources.
Store all potentially hazardous materials and solid waste in a manner that prevents seepage into the ground or groundwater sources. Lined sumps or pits are allowable options for storage. If pits or sumps are used, construct adequate berms or provide other measures to prevent breaching of the pits or sumps.
For materials capable of causing water pollution if discharged, locate storage facilities in an area that prevents spillage into waterways or Wetlands.
Construction
00235.40 General - Steam clean off all debris (soil, dirt, plant parts, and vegetative matter) all vehicles and Equipment, prior to entering the site for the first time, and each subsequent time if the vehicle has left the Roadway outside the construction Project limits, before being brought back to the site. Notify the Engineer before moving each vehicle onto the site. Certify, in writing, that the Equipment has been steam cleaned.
00235.41 Restrictions and Protection of Resources - Comply with the following for all operations within the material source:
Protect cultural resources according to 00290.50.
Protect migratory birds according to 00290.36(a).
Do not utilize, contaminate, or disperse material from existing stockpiles. If existing stockpiles interfere with the Contractor’s operations, move the stockpiles to other locations within the material source area as directed, at no additional cost to the Agency.
Limit mineral and Aggregate extraction, crushing, processing, and Equipment operation activities including drilling activities to the hours of one-half hour before sunrise and one-half hour after sunset, Monday through Friday unless modifications to these hours are requested in writing and approved by the Engineer. Do not conduct any operation on Saturdays, Sundays or legal holidays, as defined in ORS 279C.540.
00235.42 Source Setup - Before proceeding with Work in the material source, the following apply:
(a) Access:
Develop and maintain an access road from the existing stockpile area to the newly developed excavation floor. Construct this road with a width of 12 feet and reasonably uniform grade, no steeper than a 16 percent grade (1V:6H), for access to the quarry floor. An approximate location for development of this road is shown on the Plans. Determine the exact location in the field. Obtain the Engineer's approval before constructing the access road.
Routine road maintenance activities such as grading and watering of the access roads do not need review or approval. Maintain or develop drain dips, water bars, road crowning, in-slopes and out-slopes during road maintenance.
Use overburden or existing, loose and non-stockpiled material or imported or clean soil or a combination of clean soil and rock, to construct a safety berm along the top edge of the new excavation or existing slopes as shown. Maintain a 10‑foot buffer between the top edge of the excavation or slope and the toe of the safety berm. Construct the berm 3 feet high, with side slopes of 1V:2H.
(b) Overburden - Before excavating, any soil overburden from within the excavation area. Incorporate grass and small shrubs into the stockpiles. Do not remove grass or small shrubs from the overburden. Place stockpiles in a consolidated overburden storage area. Maintain a minimum 10‑foot buffer strip between the toe of the overburden storage area(s) and the excavation area or from the toe of the Aggregate stockpiles. Smooth and contour overburden storage berms to form side Slopes no steeper than 1V:2H.
00235.44 Source Operations - The following apply during material source operations:
Construct slopes and floor of the excavation area as shown.
To control dust, apply water to material source access, haul road(s), and crushing and processing operations.
A water source is not available on-site within the material source.
Stockpile reject fines in separate and accessible stockpiles as shown.
If the Contractor chooses to utilize this material source, maintain the condition of the access road to the intersection with 85th Place at all times. Provide traffic control related to ingress and egress movements in a manner that allows a safe work zone and safe passage of vehicles.
Maintain the gate into the source at all times.
00235.45 Source Clean-up - The following apply at the completion of operations:
Leave no loose material on the site exceeding 1 foot diameter, except as noted below. Process all oversize material loosened in the source by the Contractor that meets quality requirements, with the following exception:
A maximum of 50 cubic yards of oversize material with a maximum dimension of 2.5 feet may be stockpiled in the material source. Consolidate oversize material as shown.
Place all excess produced Aggregate remaining at the end of operations in separate and accessible stockpiles on Agency owned or controlled property in areas designated by the Engineer, at no additional cost to the Agency.
Leave the material source floor access road open. Do not rip or block the roads except a berm greater than approximately three feet in height may be used to block off access to the lower floor area.
Remove all loose, hanging or potentially dangerous Rock on or above the excavated surface.
All construction slash and combustible debris resulting from use and development of the source, including the preexisting refuse identified at the pre-work meeting, even if it is from outside the material source Work area boundary, except for grass and small shrubs that are incorporated into the overburden become the property of the Contractor, to be treated as noncombustible and removed from material source.
00235.47 Source Vacating - Before vacating the material source the following apply:
Remove all structures, noncombustible debris, and equipment from the material source, even if it was pre-existing, except for grass and small shrubs incorporated into the overburden.
Remove solid waste and hazardous material from the site and dispose of properly. These include, but are not limited to, plant cleanings, materials placed in sumps, tires, pipes, belts, screens and truck cleanings. Provide documentary evidence of proper disposal and verify the amount of material removed.
If a spill or dumping has occurred or if a spill or dumping is suspected to have occurred, clean up the contaminated materials according to Section 00290. After clean up, the Engineer may, sample and test materials at the spill or dumping locations to verify the clean up has been completed. If the Engineer’s verification testing demonstrates remaining contamination, perform additional clean up until the requirements of Section 00290 including 00290.20(g) are met Attend a post-work meeting at the material source to evaluate material source rehabilitation work with the Engineer and attendees listed under 00235.05.
Measurement
00235.80 Measurement - No measurement of quantities will be made for Work performed under this Section.
Payment
00235.90 Payment - No separate or additional payment will be made for Work performed under this Section. Payment will be included in payment made for the appropriate items under which this Work is required.
SECTION 00680 - STOCKPILED AGGREGATES
Comply with Section 00680 of the Standard Specifications modified as follows:
00680.11(c) Sanding Aggregates - Furnish cinder sanding Aggregates in stockpiles meeting the following grading requirements:
| Percent Passing | |
| Sieve Size | (by Weight) |
| 3/4" | 100 |
| 1/2" | 80 - 95 |
| No. 10 | 25 - 50 |
| No. 100 | 0 - 16 |
00680.15 Aggregate Production Quality Control - Replace the paragraph that begins "Provide sampling, testing …" with the following paragraph:
Provide sampling, testing, and quality control during production of Aggregate according to Section 00165. Perform sampling and testing according to Section 00641, or Section 00715, as applicable. Aggregates are evaluated for compliance according to the following:
00680.16 Acceptance of Aggregate - Replace this subsection, except for the subsection number and title, with the following:
The Contractor's quality control tests are used for acceptance of Aggregates if verified by the Quality Assurance Program. The Agency will perform Aggregate production quality assurance according to the following:
(a) ODOT-Administered Projects - Quality assurance testing on projects administered by ODOT is performed according to Section 00165.
00680.40(a) Source Sites - Replace this subsection, except for the subsection number and title, with the following:
Prepare and develop the source site according to Section 00235.
00680.41 Piling of Materials - Replace the paragraph that begins "Place each separate …" with the following paragraph:
Locate the stockpile to occupy as small an area as practicable, and separate the pile so that working room is adequate for removing the materials later. Stockpile sanding materials to a height of 15 feet, or as directed.
00680.42 Places of Delivery - Replace the paragraph that begins "Places of delivery …" with the following paragraph:
Place of delivery and the tentative plans of distribution of the materials is shown.
Add the following to the end of this subsection:
Deliver 15,000 cubic yards of sanding Aggregate, and stockpile at Long Butte Cinder Pit, located approximately 5 miles north of Bend. Access is exit at Deschutes Market Interchange at US97 MP 130.18, loop around to Tumalo Road, and then travel 0.8 miles to 85th Street. Turn north and travel 0.25 miles, turn northwest onto 85th Place, and travel 0.5 miles to the gated source on the right.
00680.70 Cleaning Up Source Sites - Replace this subsection, except for the subsection number and title, with the following:
Clean up the source sites according to Section 00235.
00680.90 Payment ‑ Replace the paragraph that begins "Payment will be payment …" with the following paragraph:
Payment will be payment in full for furnishing and placing all Materials in stockpiles and for providing all Equipment, labor, and Incidentals necessary to complete the Work as specified.
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