Attachment C-Supplemental Specifications Antelope-River Complex Signs.pdf
PDF 2 MB Posted
- Attached to
- KNF Antelope and River Complex Fire Road Sign Replacement RFQ Federal contract opportunity
- Solicitation number
- 12363N23Q4176
- Issued by
- Department of Agriculture Forest Service
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment H-Wage Determination CA20230007.pdf | ||
| KNF Antelope and River Complex Fire Road Sign Replacement RFQ.pdf | ||
| Attachment A-Antelope Fire(2021) Sign Locations.pdf | ||
| Attachment B-River Complex(2021) - Sign Locations.pdf | ||
| Attachment D-Forest Service Sign Installation Guide.pdf | ||
| Attachment E-Antelope-River Complex Sign Mapping.pdf | ||
| Attachment F-PAL Fire Plan- Antelope-River Complex (2021) BAR Treatments.pdf | ||
| Attachment G-Contractor Questionnaire.pdf |
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Table of Contents Preface
101 - Terms ̧Format ̧and Definitions
101.03 Abbreviations
101.04 Definitions
104 - Control of Work
104.03 Specifications and Drawings
104.06 Use of Roads by Contractor
105 - Control of Material
105.02(a) Government-provided sources 105.02(c) Contractor-located sources
105.02 (a) Government-provided sources
105.05 Use of Material Found in the Work
106 - Acceptance of Work
106.01 Conformity with Contract Requirements
106.02 Visual Inspection
107 - Legal Relations and Responsibility to the Public
107.02 Protection and Restoration of Property and Landscape
107.08 Sanitation, Health, and Safety
109 - Measurement and Payment
109.01 Measurement of Work
109.02 Measurement Terms and Definitions
109.03 Weighing Procedures and Devices
151 - Mobilization
151.03(b)
156 - Public Traffic Section 156. – PUBLIC TRAFFIC
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Preface
The Forest Service, US Department of Agriculture has adopted FP-14 for construction of National Forest System Roads.
101 - Terms ̧Format ̧and Definitions
101.03 Abbreviations.
(a) Acronyms.
AGAR — Agriculture Acquisition Regulations
AFPA — American Forest and Paper Association
FSAR — Forest Service Acquisition Regulations
MSHA — Mine Safety and Health Administration
NESC — National Electrical Safety Code
WCLIB — West Coast Lumber Inspection Bureau
(f) Miscellaneous unit abbreviations.
MP — milepost location ppm — parts per million volume
STA station location
101.04 Definitions.
Bid Schedule — The Schedule of Items.
Bridge — A structure, including supports, erected over a depression or an obstruction such as water along a road, a trail, or a railway and having a deck for carrying traffic or other loads.
Contractor — The individual or legal entity contracting with the Government for performance of prescribed work. In a timber sale contract, the contractor is the “Purchaser”.
Culvert — Any structure with a bottom, regardless of fill depth, depth of invert burial, or presence of horizontal driving surface, or any bottomless (natural channel) structure with footings that will not have wheel loads in direct contact with the top of the structure.
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Drawings — (Public Works Contracts) Design sheets or fabrication, erection, or construction details submitted to the CO by the Contractor according to FAR Clause 52.236-21 Specifications and Drawings for Construction. Also refers to submissions and submittals.
Notice to Proceed — (Public Works Contracts) Written notice to the Contractor to begin the contract work.
Right-of-Way — A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2) Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.
Solicitation—(Public Works Contracts) The complete assembly of documents (whether attached or incorporated by reference) furnished to prospective bidders.
Adjustment in Contract Price — “Equitable adjustment,” as used in the Federal Acquisition Regulations, or “construction cost adjustment,” as used in the Timber Sale Contract, as applicable.
Change — “Change” means “change order” as used in the Federal Acquisition Regulations, or “design change” as used in the Timber Sale Contract.
Forest Service — The United States of America, acting through the Forest Service, U.S.
Department of Agriculture.
Neat Line — A line defining the proposed or specified limits of an excavation or structure.
Pioneer Road — Temporary construction access built along the route of the project.
Purchaser — The individual, partnership, joint venture, or corporation contracting with the Government under the terms of a Timber Sale Contract and acting independently or through agents, employees, or subcontractors.
Protected Stream course — A drainage shown on the plans or timber sale area map that requires designated mitigation measures.
Road Order — An order affecting and controlling traffic on roads under Forest Service jurisdiction. Road Orders are issued by a designated Forest Officer under the authorities of 36 CFR, part 260.
Shop Drawings — (Timber and Stewardship Contracts) Referred to as “Drawings” in FP-14, include drawings, diagrams, layouts, schematics, descriptive literature, illustrations, lists or tables, performance and test data, and similar materials furnished by Purchaser to explain in detail specific portions of the work required by the contract.
Utilization Standards —
The minimum size and percent soundness of trees described in Public Works contract specifications or Timber Sale and IRTC contract provisions to determine merchantable timber.
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Figure 101-1—Illustration of road structure terms.
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104 - Control of Work
104.03 Specifications and Drawings.
Refer to B(T) 5.211 in the 2400-6(T)) or the 2400-13(T) contracts for requirements under this subsection.
104.06 Use of Roads by Contractor.
The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to the limitations and authorizations designated in the Road Order(s) or described in the contract, when such use will not damage the roads or national forest resources, and when traffic can be accommodated safely.
105 Control of Material.
105.02 (a) Government-provided sources.
Complete any pit or quarry development specified for a designated source, even when material is not obtained from the source.
Government-provided sources for this project are identified as follows:
(1) Government-provided mandatory sources.
Pay Item Description Material source number or name e.g.20407 Select borrow, compaction method C, tolerance class B
Lupine Pit
(2) Government-provided optional sources for this project are identified as follows:
Pay Item Description Material source number or name e.g.20407 Select borrow, compaction method C, tolerance class B
Lupine Pit
If the Contractor elects to obtain material from Material Source Number or name the following applies:
(1) e.g. Entry into source is limited to from July 1 to September 30th
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105.02(c) Contractor-located sources.
All material (e.g., soil, gravel, sand, borrow, aggregate, etc.) transported onto National Forest System land or incorporated into the work shall be weed-free. The Contracting Officer may request written documentation of methods used to determine the weed-free status of any and all materials furnished by the contractor. Contractor-provided expertise and methods to establish weed-free status must be appropriate for the weeds of concern in the local area. The following applies to this contract:
105.05 Use of Material Found in the Work.
Materials produced or processed from Government lands in excess of the quantities required for performance of this contract are the property of the Government. Place excess material safely at government-approved location, at no additional cost to government.
106 - Acceptance of Work.
106.01 Conformity with Contract Requirements.
Follow the requirements of FAR Clause 52.246-12 Inspection of Construction.
References to standard test methods of AASHTO, ASTM, GSA, and other recognized standard authorities refer to the methods in effect on the date of solicitation for bids.
Perform all work to the lines, grades, cross-sections, dimensions, and processes or material requirements shown on the plans or specified in the contract.
Incorporate manufactured materials into the work according to the manufacturer’s recommendations or to these specifications, whichever is stricter.
Plan dimensions and contract specification values are the values to be strived for and complied with as the design values from which any deviations are allowed. Perform work and provide material that is uniform in character and reasonably close to the prescribed value or within the specified tolerance range. The purpose of a tolerance range is to accommodate occasional minor variations from the median zone that are unavoidable for practical reasons.
When standard manufactured items are specified (such as fence, wire, plates, rolled shapes, pipe conduits, etc., that are identified by gauge, unit mass, section dimensions, etc.), the identification will be considered to be nominal masses or dimensions. Unless specific contract tolerances are noted, established manufacturing tolerances will be accepted.
The Government may inspect, sample, or test all work at any time before final acceptance of the project. When the Government tests work, copies of test reports are furnished to the Contractor
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Acceptable work conforming to the contract will be paid for at the contract unit bid price. Four methods of determining conformity and accepting work are described in Subsections 106.02 to
106.05 inclusive. The primary method of acceptance is specified in each Section of work.
However, work may be rejected at any time it is found by any of the methods not to comply with the contract.
Remove, repair, or replace work that does not conform to the contract, or to prevailing industry standards where no specific contract requirements are noted. Removing, repairing, or replacing work; providing temporary traffic control; and any other related work to accomplish conformity will be at no cost to the Government.
(a) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve the dispute, further evaluation may be obtained by written request. Include a narrative describing the dispute and a proposed resolution protocol that addresses the following:
1. Sampling method;
2. Number of samples;
3. Sample transport;
4. Test procedures;
5. Testing laboratories;
6. Reporting;
7. Estimated time and costs; and
8. Validation process.
If the evaluation requires additional sampling or testing be performed, mutually agree with the Government on witnessing procedures and on sampling and testing by a third party laboratory.
Use a third party laboratory accredited by the AASHTO accreditation program. Provide proof of the laboratory’s accreditation for the test procedures to be used. Do not use the same laboratory that produced the disputed Government test results or that produced the test results used as a basis for the dispute.
The CO will review the proposed resolution protocol and may modify it before final approval and execution.
The Government will use the approved resolution protocol test results to determine the validity of the disputed testing. If the Government test results are validated, the Contractor will be responsible for all costs associated with developing and performing the resolution protocol. If the Government test results are not validated, the Government will be responsible for all costs associated with developing and performing the resolution protocol. If the validity of the
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Government test results cannot be determined, the Contractor and Government will equally share all costs associated with developing and carrying out the resolution protocol.
(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written request to:
1. Have the work accepted at a reduced price; or
2. Be given permission to perform corrective measures to bring the work into conformity.
The request must contain supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.
106.02 Visual Inspection.
Acceptance is based on visual inspection of the work for compliance with the specific contract requirements. Use prevailing industry standards in the absence of specific contract requirements or tolerances.
107 - Legal Relations and Responsibility to the Public
107.02 Protection and Restoration of Property and Landscape.
Do not work within the wetted perimeter of streams before July 1 or after September 15.
Do not work within 1000 feet of an occupied dwelling on any legal holiday or between 12 noon Saturday and 6 a.m. the following Monday.
Do not work (except hauling material) within 1500 feet of osprey nests between March 1 and May 31. No known active nests were located within the 1500 feet limit as of June 15, 1991. If a new nest is found, suspend work (except hauling material) within 1500 feet of the nest location. See Subsection 108.06.
107.08 Sanitation, Health, and Safety.
Refer to specific provisions under B(T) 6.0 in the 2400-6(T) or the 2400-13(T) contracts for requirements under this subsection.
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109 - Measurement and Payment
109.01 Measurement of Work.
Take measurements as described in Subsection 109.02 unless otherwise modified by the Measurement Subsection of the section controlling the work being performed. Table 109-1 indicates the accuracy required for quantities of the various pay units used in the Schedule of Items. Use this guide to determine the decimal placement in the final payment.
Table 109-1
Decimal Accuracy of Quantities for Final Payment
Pay Item Level of Precision Linear Foot 1
Exception--Timber, Steel, and concrete Piles 0.1 Station 0.1 Mile 0.01 Square Foot 0.1 Square Yard 0.1 Each 1 Acre 0.01 Gallon 1 M-Gals. 0.1 Cubic Yard 1
Exception--Structure Excavation; Sheathing Materials; Bedding, Bed Course, and Backfill Materials; Gabions;
0.1
Exception--Concrete; Masonry 0.01 Pound 1 Ton 0.1
Exception--Calcium Chloride;
Sodium Chloride; Hydrated Lime;
Bituminous Materials; Pavements;
Bed Course Materials
0.01
Hour 0.1
MFBM 0.01
Station Yard 1 Cubic Yard Mile 1 Ton Mile 1
109.02 Measurement Terms and Definitions.
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(b) Contract quantity.
Contract quantities will be adjusted only when there are errors in the original design of 15% or more.
109.03 Weighing Procedures and Devices.
(c) Project weighing system.
For aggregates weighed for payment, adjust scale weights of material to deduct the daily average moisture content in excess of 2 percentage points over optimum moisture as determined by AASHTO T 99 or the designated compaction method. If moisture determination is necessary, determine the daily average moisture content in accordance with AASHTO T 255, from not less than three representative samples of aggregate taken at random intervals each day that aggregate is being weighed.
Manual scales may be used if approved in writing by the CO and if the method of weighing meets all other contract requirements.
151 - Mobilization
151.03 (b) Up to 25 percent of the original contract amount may be paid upon mobilization to the jobsite prior to any other work being completed. Any portion of the mobilization pay item in excess of 25 percent of the original contract amount will be paid after final acceptance.
156 - Public Traffic
Section 156. – PUBLIC TRAFFIC Description
156.01 This work consists of controlling and protecting public traffic adjacent to and within the project.
Material
156.02 Conform to the MUTCD and the following Sections and Subsections:
Permanent Traffic Control 633
Traffic Signing and Marking Material 718
Concrete Barriers and Precast Guardwalls 618
Temporary plastic fence 710.11
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Construction Requirements
156.03 General. Accommodate traffic according to MUTCD, approved traffic control plan and this section. Perform work in a manner that ensures safety and convenience of the public. Unless otherwise provided for in Table 156-1, keep existing roads open to all traffic during road improvement work, and maintain them in a condition that will adequately accommodate traffic.
Delays may not exceed 30 minutes at any one time followed by an open period of no less than 60 minutes. Accommodate public traffic on roads adjacent to and within the project until the project is accepted according to Subsection 106.07(b).
Submit traffic control plan at least 30 days prior to intended use. Perform no work that interferes or conflicts with traffic or existing access to the roadway surface until a traffic control plan has been approved.
Post construction signs and traffic control devices in conformance with MUTCD and Forest Service EM 7100-15. All required signs will be in place and approved prior to beginning work on project.
If the Contractor agrees in writing to allow public traffic to use a new road being constructed prior to completion, it will be considered an existing road for traffic control purposes.
156.04 Temporary Traffic Control. Install and maintain temporary traffic control devices adjacent to and within the project as required by the approved traffic control plan and the MUTCD. Install and maintain traffic control devices as follows:
(a) Furnish and install traffic control devices before the start of construction operations.
(b) All detours outside of clearing limits will be approved in writing by the Contracting Officer as part of the traffic control plan.
(c) Install only those traffic control devices needed for each stage or phase.
(d) Relocate temporary traffic control devices as necessary.
(e) Remove devices that no longer apply to the existing conditions.
(f) Immediately replace any device that is lost, stolen, destroyed, or inoperative.
(g) Keep temporary traffic control devices clean.
(h) Remove all temporary traffic control devices upon contract completion or when approved.
(i) When required, use flaggers certified by the American Traffic Safety Services Association, the National Safety Council, the International Municipal Signal Association, a state agency, or other acceptable organization. Perform the work described under MUTCD Part 6. Use type III, VII, VIII, or IX retroreflective sheeting on flagger paddles. Do not use flags. Flaggers must wear high visibility safety apparel as required by MUTCD 6E.02.
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156.05 Temporary Closures. Road segments may be closed as shown in Table 156-1. The maximum consecutive days of closure shall be followed by a minimum number of consecutive days open to traffic as shown. Maintain traffic control devices during closure period(s).
Appropriate barricades and signs will be erected and maintained as shown in the traffic control plan or as otherwise designated.
Prior to closing roads during construction, give written notice to the Contracting Officer at least 10 days in advance.
Table 156-1 Temporary Road Closures
Road Number
From Terminus To Terminus
Maximum Consecutive Days of Closure
Minimum Consecutive Days Open number MP or description
MP or description number number
156.06 Acceptance. Public traffic work will be evaluated under Subsection 106.02.
Measurement and Payment
156.07 Do not measure Public Traffic for payment. Payment for contract work is provided indirectly. See Subsection 109.05.
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| 101 - Terms¸ Format¸ and Definitions |
| 101.03 Abbreviations. |
| 101.04 Definitions. |
| 104 - Control of Work |
| 104.03 Specifications and Drawings. |
| 104.06 Use of Roads by Contractor. |
| 105 Control of Material. |
| 105.02 (a) Government-provided sources. |
| 105.02(c) Contractor-located sources. |
| 105.05 Use of Material Found in the Work. |
| 106 - Acceptance of Work. |
| 106.01 Conformity with Contract Requirements. |
| 106.02 Visual Inspection. |
| 107 - Legal Relations and Responsibility to the Public |
| 107.02 Protection and Restoration of Property and Landscape. |
| 107.08 Sanitation, Health, and Safety. |
| 109 - Measurement and Payment |
| 109.01 Measurement of Work. |
| 109.02 Measurement Terms and Definitions. |
| 109.03 Weighing Procedures and Devices. |
| 151 - Mobilization |
| 156 - Public Traffic |
| Section 156. – PUBLIC TRAFFIC |
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