Appendix3 SRD FI Brushing 2022_FSSS.pdf
PDF 387 KB Posted
- Attached to
- Road Brushing - Sitka Ranger District Federal contract opportunity
- Solicitation number
- 1240BF22Q0022
- Issued by
- Department of Agriculture Forest Service
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| AMENDED Attach1 PWS SRD Brushing.docx | DOCX document | |
| AMENDED Attach2 Schedule of Items Offer Sheet.xlsx | XLSX spreadsheet | |
| Amendment 0003 Revised requirements.pdf | ||
| AMENDED Appendix1 Vicinity Map.pdf | ||
| Amendment 0002 Extend PoP.pdf | ||
| Amendment 0001 Add provision requirements.pdf | ||
| 1240BF22Q0022 Sitka Ranger District Road Brushing - amended.pdf | ||
| Attach2 Schedule of Items Offer Sheet.xlsx | XLSX spreadsheet | |
| Attach1 Performance Work Statement SRD Brushing.pdf | ||
| Attach3 WD 2015-5685 R17 03.15.2022 SE AK.pdf | ||
| Appendix1 Vicinity Map.pdf | ||
| 1240BF22Q0022 Sitka Ranger District Road Brushing.pdf | ||
| Appendix2 R10 TONGASS - BRUSHING.pdf |
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Text version
SRD FALSE ISLAND BRUSHING 2022
Table of Contents Preface
101 - Terms¸ Format¸ and Definitions
102 - Bid¸ Award¸ and Execution of Contract
103 - Scope of Work
104 - Control of Work
105 - Control of Material
106 - Acceptance of Work
107 - Legal Relations and Responsibility to the Public
108 - Prosecution and Progress
109 - Measurement and Payment
155 - Schedules for Construction Contracts
156 - Public Traffic
842 - Roadside Brushing……………………………………………………………………………….13
Preface Preface_wo_02_23_2022
Delete all but the first paragraph and add the following:
The Forest Service, US Department of Agriculture has adopted FP-14 for construction of National Forest System Roads.
101 - Terms¸ Format¸ and Definitions
101.01_National_9_15_2016
Add the following paragraph to Subsection 101.01:
101.01 Meaning of Terms.
Delete all references to the TAR (Transportation Acquisition Regulations) in the specifications.
101.03_National_4_7_2015
Add the following to Subsection 101.03:
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_National_9_5_2018
Make the following changes to Subsection 101.04:
101.04 Definitions.
Delete these definitions and replace the following:
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.
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.
Add the following definitions:
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 Streamcourse — 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.
Add Figure 101-1—Illustration of road structure terms:
Figure 101-1—Illustration of road structure terms.
102 - Bid¸ Award¸ and Execution of Contract 102.00_National_9_15_2016
Delete Section 102 in its entirety.
Delete Section 102.
103 - Scope of Work
103.00_National_9_15_2016
Delete all of Section 103 except Subsection 103.01 Intent of Contract.
Delete Subsections 103.02, 103.03, 103.04, 103.05.
104 - Control of Work
104.00_National_9_15_2016
Delete Subsections 104.01, 104.02, and 104.04.
Delete Subsections 104.01, 104.02, 104.04.
104.06_National_9_16_2016
Add the following to Subsection 104.06:
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 105.05_National_6_29_2020
105.05 Use of Material Found in the Work.
Delete 105.05 (a) and (b) and the last sentence of the second paragraph and substitute the following:
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_National_7_18_2017
Delete Subsection 106.01 and replace with the following:
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 more strict.
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 upon request.
Government tests may or may not be performed at the work site. If Contractor testing and inspection is verified by the Government, the Contractor’s results may be used by the Government to evaluate work for acceptance. Do not rely on the availability of Government test results for process control.
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 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_National_10_23_2016
Delete Subsection 106.02 and replace with the following:
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 107.05_National_7_18_2017
Delete Subsection 107.05.
Delete Subsection 107.05.
108 - Prosecution and Progress
108.00_National_9_16_2016
Delete Section 108 in its entirety.
Delete Section 108.
109 - Measurement and Payment 109.00_National_9_16_2016
Delete Subsections 109.06, 109.07, 109.08, and 109.09:
Delete Subsections 109.06, 109.07, 109.08, 109.09.
109.01_National_2_22_2019
Delete the third paragraph and Table 109-1 of Subsection 109.01 and replace with the following:
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_National_9_16_2016
Add the following sentence to Subsection 109.02(b):
109.02 Measurement Terms and Definitions.
(b) Contract quantity.
Contract quantities will be adjusted only when there are errors in the original design of 15% or more.
155 - Schedules for Construction Contracts
155.00_National_9_14_2016
Delete Section 155 in its entirety.
Delete Section 155.
156 - Public Traffic
156.00_National_9_14_2016
Delete Section 156 in its entirety and replace with the following:
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
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 <25> minutes at any one time followed by an open period of no less than <15> 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.
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
NA NA NA NA NA
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.
842 – Roadside Brushing
842.01 Service Required.
Remove vegetation, including trees, on roadway surfaces and roadsides.
842.02 Performance Standard.
Roadway vegetation maintenance is complete when the vegetation has been removed from the designated treatment area which interferes with traffic, obscures signs, impedes the flow of water or diverts water from drainage structures.
• Method A Treatment Area: From 5 ft. slope distance beyond toe of ditch to 10 ft. slope distance on fill slope.
• Method B Treatment Area: From toe of ditch to 5 ft. slope distance on fill slope.
• General Notes: Cut all brush within treatment area which is less than or equal to 6 inches in diameter measured 6 inches above the ground.
3. Cut all brush within 5 feet of culvert inlets.
4. Cut brush to provide overhead clearance of 14 feet on road surface.
5. Remove debris from road surface, ditches, and cut slope above the road.
Scatter to fill slopes below the road, no debris piles allowed at culvert outlets.
6. Clean culvert inlets and outlets of debris a minimum of 2 culvert diameters.
7. Cut brush to provide sufficient site distance on the inside of sharp curves to eliminate blind corners and intersections.
8.
842.03 Location of Work.
As specified on roads listed on the Road List, shown on the Plans, or as ordered by the Contracting Officer.
842.04 Measurement.
Measurement under this Section will be made by the total number of units for each item listed in the Schedule of Items completed and accepted.
A. Work activity will be measured along the centerline of the road regardless of the number of lanes. One mile of road includes treatment on both sides of the road.
842.05 Payment.
The accepted quantities will be paid at the contract price per unit of measurement for the Section 842 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.
842.06 Acceptable Quality Levels
Description
Standard
Maximum Allowable Deviation from Standard
Corrective Action for Work Exceeding Standard
Tree Damage
No Unnecessary Damage to a tree bole greater than 6” in diameter
Unnecessary damage resulting in more than 30% of the tree bole that is greater than 6” in diameter
Remove or Treat
Slope Distance Clearance
Vegetation cleared to the specified distance from road edge on each side of road
None
Rework
Vertical Clearance
Vegetation cleared to a specified distance of 14 feet from road surface elevation
Height Above Ground Surface
Vegetation shall be removed to a maximum height of 6 inches above the nearby ground surface
Drainage
Vegetation shall be removed from drainage structures or ditches that impede flow or divert water
Oversized Material
Material greater than 3” in diameter and 24” in length remaining on the roadway surface and/or roadways drainages or has the potential to move into drainages
Concentrations
Any concentration that affect sight distance or drainage
Work Area Management
Following approved safety plan which may include signs and other temporary traffic control measures
Suspend work until in compliance
| Preface |
| 101.01 Meaning of Terms. |
| 101.03 Abbreviations. |
| 101.04 Definitions. |
| Delete Section 102. |
| Delete Subsections 103.02, 103.03, 103.04, 103.05. |
| Delete Subsections 104.01, 104.02, 104.04. |
| 104.06 Use of Roads by Contractor. |
| 105.05 Use of Material Found in the Work. |
| 106.01 Conformity with Contract Requirements. |
| 106.02 Visual Inspection. |
| Delete Subsection 107.05. |
| Delete Section 108. |
| Delete Subsections 109.06, 109.07, 109.08, 109.09. |
| 109.01 Measurement of Work. |
| 109.02 Measurement Terms and Definitions. |
| Delete Section 155. |
| Section 156. – PUBLIC TRAFFIC |
842 – Roadside Brushing
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