AG0120S170010_HoonahAOP_RFP.pdf
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- Hoonah Aquatic Organism Passage Improvement 2017 Federal contract opportunity
- Solicitation number
- AG-0120-S-17-0010
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AG-0120-S-17-0010 Hoonah Aquatic Organism Passage Request for Proposal Package
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| File | Type | Posted |
|---|---|---|
| AG0120S70010_Amendment02.pdf | ||
| AG0120S70010_Amend01.pdf | ||
| A2_Fnl_HoonahAOP_FSSS_20170228.pdf | ||
| A3_Fnl_HoonahAOP_Dwg20170228.pdf | ||
| A5_Photos_MP1_163_Option1.pdf | ||
| A4_Photos_MP6_363_Base.pdf | ||
| A6_Photos_MP0_955_Option2.pdf |
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SOLICITATION, OFFER,
AND AWARD
2. TYPE OF SOLICITATION
6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.
PAGE OF PAGES
7. ISSUED BY CODE 8. ADDRESS OFFER TO
SOLICITATION
(Construction, Alteration, or Repair)
1. SOLICITATION NO. 3. DATE ISSUED
IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.
9.
INFORMATION
a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."
CALL:
FOR
SEALED BID (IFB)
NEGOTIATED (RFP)
837122
USDA FOREST SERVICE
CHUGACH NF-SUPERVISORS OFFICE
161 EAST 1ST AVENUE DOOR 8
ANCHORAGE AK 99501
R10 AQM - Chugach National Forest
Denise Murphy 161 East 1st Avenue, Door 8 Anchorage AK 99501
DENISE MURPHY 907-743-9531
1x 04/17/2017
AG-0120-S-17-0010
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)
Hoonah Aquatic Organism Passage Improvements 2017
Tongass National Forest, Hoonah Ranger District
(a) Contract performance in compliance with the contract, specifications, and drawings.
(b) This is set aside 100% for HUBZone small business. Procurement conducted in accordance with procedures in FAR Part 15. The size standard for small business is
$36.5 million for NAICS code 237990 Other Heavy & Civil Engineering Construction.
(c) Subject to Construction Wage Rate Requirements in accordance with Federal
Acquisition Regulation (FAR) Clause 52.222-6.
(d) The magnitude of construction is estimated to be between $100,000 and $250,000 base and all options.
(e) Responses to this solicitation may be mailed, hand carried, or emailed (Emailed bid bond is not acceptable. Bid Bonds must be mailed). Email, for proposal submission is preferred. Faxed proposals will not be accepted.
(f) A preproposal conference call is planned. Reference section L, 452.237-71
Pre-Bid Conference for details.
Continued ...
11. The Contractor shall begin performance
12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)
13. ADDITIONAL SOLICITATION REQUIREMENTS:
a. Sealed offers in original and is not required.is, b. An offer guarantee
c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.
d. Offers providing less than
12b. CALENDAR DAYSYES NO
(If "YES", indicate within how many calendar days after award in Item 12b.)
10 140 calendar days and complete it within ________________ ________________ calendar days after receiving
Section F, 52.211-10
05/17/2017
NSN 7540-01-155-3212
x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________
STANDARD FORM 1442 (Rev. 4-85)
Prescribed by GSA
FAR(48 CFR) 53.236-1(d)
17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)
14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)
16. REMITTANCE ADDRESS (Include only if different than item 14.)
CODE FACILITY CODE
AMOUNTS
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGEMENT OF AMENDMENTS
OFFER (Must be fully completed by offeror)
(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)
AMENDMENT NO.
DATE.
20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN
(4 copies unless otherwise specified)
ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
(Contractor is required to sign this document and return (Contractor is not required to sign this document.)
Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.
No further contractual document is necessary.
30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)
30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE
BY
2PAGE OF
USDA FOREST SERVICE
CHUGACH NF-SUPERVISORS OFFICE
161 EAST 1ST AVENUE DOOR 8
ANCHORAGE AK 99501
DENISE MURPHY
28. NEGOTIATED AGREEMENT 29. AWARD
Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)
10 U.S.C. 2304(c) 41 U.S.C. 253(c)
STANDARD FORM 1442 (REV. 4-85) BACK
Continued...
ITEM NO.
(A)
SUPPLIES/SERVICES
(B)
QUANTITY
(C)
UNIT
(D)
UNIT PRICE
(E)
AMOUNT
(F)
NAME OF OFFEROR OR CONTRACTOR
3 47
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
AG-0120-S-17-0010
Hoonah Aquatic Organism Passage Culverts
Delivery: 09/30/2017
Delivery Location Code: 0112
USDA FOREST SERVICE
TONGASS NF PETERSBURG OFFICE
P O BOX 309
PETERSBURG AK 99833 US
FOB: Destination
001 Hoonah FLTP AOP Culverts
Product/Service Code: Z1QA
Product/Service Description: MAINTENANCE OF
RESTORATION OF REAL PROPERTY (PUBLIC OR PRIVATE)
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
AG-0120-S-17-0010 Hoonah Aquatic Organism Passage Improvements (FAC 2005-95)
SECTION B SCHEDULE OF ITEMS
HOONAH AQUATIC ORGANISM PASSAGE IMPROVEMENTS 2017
Hoonah Ranger District, Tongass N.F. Alaska
BASE ESTIMATE: 8508-6.363 MP
Pay Item Description Method of
Measurement Estimated
Qty Unit Unit Price
Total Price
151(01) Mobilization LSQ 1 LS $_________ $________
152(01) Construction Survey and Staking LSQ 1 LS $_________ $________
203(05) Removal of Structures and Obstructions LSQ 1 LS $_________ $________
204(04) Unclassified Borrow, Compaction Method B, Finishing Method A CQ 60 CY $_________ $________
204(24) Haul CQ 94 CYM $_________ $________
205(01) Rock Excavation CQ 50 CY $_________ $________
301(09) Aggregate Surface Course Grading C-1, Compaction B
CQ 35 CY $_________ $________
602 (01)
128” Span x 83” Rise Pipe Arch Corrugated Aluminized Steel Pipe
0.109 Thickness, 3”x1”
Corrugations
AQ 44 LF $_________ $________
625(01) Seeding, Dry Method CQ 195 SY $_________ $________
648(01) Placed Streambed Simulation Material, Class X CQ 25 CY $_________ $________
648(02) Placed Streambed Channel Rock Class CR-1 CQ 38 CY $_________ $_________
Total Base Bid $____________
OPTION 1: 8508-1.163MP
Measurement Estimated
Qty Unit Unit Price
Total Price
151(01) Mobilization LSQ 1 LS $_________ $________
152(01) Construction Survey and Staking LSQ 1 LS $_________ $________
203(05) Removal of Structures and Obstructions LSQ 1 LS $_________ $________
204(04) Unclassified Borrow, Compaction Method B, Finishing Method A CQ 90 CY $_________ $________
204(24) Haul CQ 85 CYM $_________ $________
301(09) Aggregate Surface Course Grading C-1, Compaction B
CQ 30 CY $_________ $________
602 (01)
128” Span x 83” Rise Pipe Arch Corrugated Aluminized Steel Pipe
0.109 Thickness, 3”x1”
Corrugations
AQ 47 LF $_________ $________
625(01) Seeding, Dry Method CQ 95 SY $_________ $________
648(01) Placed Streambed Simulation Material, Class X CQ 27 CY $_________ $________
648(02) Placed Streambed Channel Rock Class CR-1 CQ 37 CY $_________ $_________
Total Option 1 $____________
OPTION 2: 8576-0.955MP
Measurement Estimated
Qty Unit Unit Price
Total Price
151(01) Mobilization LSQ 1 LS $_________ $________
152(01) Construction Survey and Staking LSQ 1 LS $_________ $________
203(05) Removal of Structures and Obstructions LSQ 1 LS $_________ $________
204(04) Unclassified Borrow, Compaction Method B, Finishing Method A CQ 67 CY $_________ $________
204(24) Haul CQ 82 CYM $_________ $________
251(01) Placed Riprap, Class 2 LSQ 7 LS $_________ $________
252(10) Rockery, 24” – 36” Dia. Rock LSQ 8 LS $_________ $________
301(09) Aggregate Surface Course Grading C-1, Compaction B
CQ 30 CY $_________ $________
602 (02) 60” Corrugated Aluminized Steel Pipe 0.079 Thickness, 3”x1” Corrugations
AQ 32 LF $_________ $________
625(01) Seeding, Dry Method CQ 77 SY $_________ $________
648(02) Placed Streambed Channel Rock Class CR-1 CQ 6 CY $_________ $_________
648(03) Placed Streambed Channel Rock Class CR-2 CQ 1 CY $_________ $_________
Total Option 2 $____________
OPTION 3:
Measurement Estimated
Qty Unit Unit Price
Total Price
205(01) Rock Excavation CQ 10 CY $_________ $________
Total Option 3 $____________
OPTION 4:
Measurement Estimated
Qty Unit Unit Price
Total
205(01) Rock Excavation C.Q. 10 CY $_________ $________
Total Option 4 $____________
TOTAL BASE AND ALL OPTIONS: $__________________
In accordance with solicitation provision 52.217-5 Evaluation Options, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement.
NOTE: Offerors must submit prices for all items included in the price schedule. Option items may be awarded after the initial award subject to availability of funds.
Additional Vendor Information
Vendor Name:
Phone No:
Contact Name: DUNS No:
Email:
Signature:
AQ – Actual Quantities. These quantities are determined from measurement of completed work.
CQ = Contract Quantities. The quantity to be paid is the quantity shown in the schedule.
LSQ – Lump Sum Quantity.
Part 1 – The Schedule Hoonah Aquatic Organism Passage Improvements 2017
Section C – Description and Specifications
C.1 PROJECT SCOPE
This project is comprised of all required labor, equipment and materials necessary to perform the following work including but not limited to: Dewatering, excavation, rock excavation, installation of structures, borrow material from nearby quarry for material, haul, reconstructing streambed and banks with instream rock structures, backfill, aggregate surfacing, and soil erosion control.
Base Bid National Forest System Road (NFSR) 8508 at Mile Post (MP) 6.636 Remove and dispose of existing 72” diameter CMP. Rock excavation - blasting may be required.
Furnish and install a 128”x 83”x44’ corrugated metal pipe arch (CMPA) with stream simulation rock, streambanks, and stream features placed inside and adjacent to the structure. Reconstruct streambed and banks up- and downstream. Construct armor slope protection. Reestablish road prism.
Option Work:
Option 1
NFSR 8508 MP 1.163
Remove and dispose of existing 48” diameter CMP. Furnish and install a 128”x 83”x44’ CMPA with stream simulation rock, streambanks, and stream features placed inside and adjacent to the structure.
Reconstruct streambed and banks up and downstream. Construct armor slope protection. Reestablish road prism.
Option 2
NFSR 8576 MP 0.955
Remove and dispose of existing 36” diameter CMP. Furnish and install a 60”x 32’ CMP with stream simulation rock, streambanks, and stream features placed inside and adjacent to the structure.
Reconstruct streambed and banks up and downstream. Construct rockery headwall and riprap slope protection. Reestablish road prism.
Option 3 & 4 Rock excavation Excavate 10 CY for each option if rock is encountered during construction at FDR 8508 MP 1.163 and/or NFSR 8576 MP 0.955
C.2 Project Location The work sites are located on Chichagof Island near the community of Hoonah, Alaska. Hoonah is a remote southeast Alaskan community only accessed by ferry or charter plane. Hoonah is a full service community
AGAR 452.211-73 Attachments to Statement of Work/Specifications (FEB 1988)
The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.
FP-03 Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects The FHWA Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP-03 are part of this solicitation and any resultant contract.
Copies of the FHWA Standard Specifications for Construction of Roads and Bridges are available from:
Government Book Store 915 Second Avenue Seattle, WA 98714 Phone: 206.553.4270 Fax: 206.553.6717
Or online at: http://bookstore.gpo.gov/
SPECIAL NOTE: The specification contained in this contract is a list of major special project specifications applicable to this contract. Other specifications referred to within these specifications (even though not specifically listed) or contained in the 2003 FHWA Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP 03 are also fully applicable to the solicitation and any resultant contract.
SPECIFICATIONS AND SPECIAL PROJECT SPECIFICATIONS LIST
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 151 - Mobilization 152 - Construction Survey and Staking 153 - Contractor Quality Control 154 – Contractor Sampling and Testing 155 - Schedules for Construction Contracts 156 - Public Traffic 157 - Soil Erosion Control 171 - Weed and Disease Prevention 201 - Clearing and Grubbing 203 - Removal of Structures and Obstructions 204 - Excavation and Embankment 205 - Rock Blasting 209 - Structure Excavation and Backfill 251 - Riprap 301 - Untreated Aggregate Courses 602 - Culverts and Drains 625 - Turf Establishment http://bookstore.gpo.gov/
635 – Temporary Traffic Control 648—Streambed Simulation 651 - Development of Pits & Quarries 704 - Soil 705 – Rock
SPECIAL NOTE: The above is a list of major specifications applicable to this contract. Other specifications referred to within these specifications (even though not specifically listed) are also fully applicable to the solicitation and any resultant contract.
SECTION D--PACKAGING AND MARKING
D.1 Project Labeling for Official Correspondence The Government singularly identifies each project with a contract number at time of award. The contract number is a unique identifier to purposely and permanently represent an awarded project. The Government issued contract number is to be referenced on all official communication, to include emails, starting upon notice of award.
NOTE: The solicitation number will have an “S” for the solicitation indicator in the number. Contracts will have a similar number format but will have a “C” in place of the “S”.
SECTION E--INSPECTION AND ACCEPTANCE
FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES
52.246-12 Inspection of Construction (AUG 1996)
SECTION F--DELIVERIES OR PERFORMANCE
FAR 52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984)
The Contractor shall be required to
(a) Commence work under this contract within ten (10) calendar days after the date the Contractor receives the notice to proceed,
(b) Prosecute the work diligently, and
(c) Complete the entire work ready for use not later than 30 September 2017. The time stated for completion shall include final cleanup of the premises.
52.242-14 Suspension of Work (APR 1984)
SECTION G--CONTRACT ADMINISTRATION DATA
G.1 AGAR 452.215-73 Post Award Conference (NOV 1996) A post award or pre-work conference with the successful offeror is required. It will be scheduled and held within a reasonable time after award and prior to the issuing of a Notice to Proceed.
G.2 Electronic Invoicing and Payment Requirements – Invoice Processing Platform (IPP)
a. Payment requests must be submitted electronically through the U. S. Department of the Treasury's Invoice Processing Platform (IPP). "Payment request" means any request for contract financing payment or invoice payment by the Contractor. To constitute a proper invoice, the payment request must comply with the requirements identified in the applicable Prompt Payment clause included in the contract. The IPP website address is: https://www.ipp.gov. The Contractor must use the IPP website to register, access and use IPP for submitting requests for payment. Contractor assistance with enrollment can be obtained by contacting the IPP Production Helpdesk via email IPPCustomerSupport@fms.treas.gov or phone (866) 973-3131.
b. Final Payment. The final invoice must be accompanied by a release of claims against the Government arising by virtue of this contract, other than claims, in stated amounts, that the Contractor has specifically accepted from the operation of the release. Final payment will not be approved without a properly executed Contract Release, Form 6300-16.
c. In addition, when submitting the invoice, the Contractor shall submit payrolls, subcontractor payment information and a spreadsheet detailing the payment breakdown in accordance with the Pay Items in the Schedule of Items, Section B.1 (either electronically in IPP, hard copy, or via fax) to the Contracting Officer (see FAR 52.232-5 Payments Under Fixed Price Construction Contracts).
G.3 Contract Administration
a. This contract will be administered by the Contracting Officer located at:
Alaska Region, Attn: Denise Murphy
161 East 1st Avenue, Door 8 Anchorage AK 99501
b. All matters related to the performance of this contract shall be coordinated through the Contracting Officer.
G.4 DESIGNATION OF CONTRACTING OFFICER'S REPRESENTATIVE
a. The Contracting Officer designates the Contracting Officer's Representative(s) (COR). The COR is responsible for administering the performance of work under this contract. In no event, however, will any understanding, agreement, modification, change order, or other matter deviating from the terms of this contract be effective or binding upon the Government unless formalized by proper contractual documents executed by the Contracting Officer prior to completion of the contract.
b. The Contracting Officer should be informed as soon as possible of any actions or inactions by the Contractor or the Government which will change the required delivery or completion times stated in the contract, and the contract will be modified accordingly. (This does not apply to individual task assignments which were issued by the COR provided they do not affect the delivery schedule or performance period stated in the contract.)
c. On all matters that pertain to the contract terms, the Contractor must communicate with the Contracting Officer. Whenever, in the opinion of the Contractor, the COR requests effort outside the scope of the contract, the Contractor should so advise the COR. If the COR persists and there still exists a disagreement as to proper contractual coverage, the Contracting Officer should be notified immediately, preferably in writing if time permits. Proceeding with work without proper contractual coverage could result in nonpayment or necessitate submittal of a contract claim.
https://www.ipp.gov/ mailto:IPPCustomerSupport@fms.treas.gov
G.5 Contractor’s Designated Representative
a. It is required that the Contractor have a designated representative available on the project during the entire project and that the representative be able to speak and understand English. When designating a representative, the Contractor shall furnish a copy of the designation in writing to the Contracting Officer.
Such designation shall clearly indicate the name and limitations (if any) of authority of the representative. If the Contractor intends to designate a representative prior to the pre-work meeting, the representative is strongly encouraged to attend that meeting.
SECTION H--SPECIAL CONTRACT REQUIREMENTS
H.1 AGAR 452.236-73 ARCHAEOLOGICAL OR HISTORIC SITES (FEB. 1988)
If a previously unidentified archaeological or historic site(s) is encountered, the contractor shall discontinue work in the general area of the site(s) and notify the Contracting Officer immediately.
H.2 LANDSCAPE PRESERVATION
(a) Confine operations to within the clearing limits or other areas designated in contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits. Unless otherwise agreed to by the CO, retrieve material which falls outside of these limits and either incorporate the material in the work or dispose of the material as directed by the CO.
(b) Schedule and conduct operations to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (lakes, reservoirs, etc.). Install silt fencing around areas immediately next to streams and ponds to mitigate suspended sediments when designated on the drawings.
Do not discharge pollutants such as raw sewage, and other harmful materials into or near rivers, streams, and impoundments or into natural or manmade channels leading thereto. Do not allow wash water or waste water from concrete or aggregate operations to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.
Collect and return waste motor oils, fuels, lubricants, bitumens and similar hydrocarbons to the supplier.
Comply with the requirements of 40 CFR 279, Standards for the Management of Used Oil. Do not discharge hydrocarbon products on the ground, use them for road oiling, or bury them in a landfill.
Do not operate mechanized equipment in live streams without written approval of the Contracting Officer.
(c) CREEK CROSSINGS: Schedule and conduct bridge and instream work to minimize disturbance to streams.
1. Do not cross streams without Contracting Officer approval.
2. Submit a written equipment crossing plan to the Contracting Officer for approval 14 calendar days before creek crossing is planned. See Fish Timing Window for approved work periods Outside of this time period, no machine crossings will be permitted if fish eggs are present in the gravel or adult fish are present in the stream; otherwise two machine crossings will be permitted.
3. Limit machine crossings to two times for all live streams not designated on the drawings as fish streams with pipes 48” and larger to be installed.
4. The instream work window is as follows:
Road Number Milepost Instream Timing 8508 1.163 June 15 – September 1 8508 6.363 June 15 – September 1 8576 0.955 June 1 – September 1
Obtain necessary permits for floating camps, floats, shore ramps, and other appurtenances associated with project operations from the following State of Alaska and Federal Agencies:
1. ADNR - Alaska Department of Natural Resources.
2. ADEC - Alaska Department of Environmental Conservation.
3. ADGC – Alaska Department of Governmental Coordination.
4. EPA – US Environmental Protection Agency.
5. DA, COE – US Army Corps of Engineers.
6. USCG – US Coast Guard.
H.3 USE OF PREMISES
(a) Obtain written approval from the Contracting Officer before opening or operating on National Forest land or lands administered by the Forest Service any camp, quarry, borrow pit, storage area, detour, or bypass site, other than SHOWN ON THE DRAWINGS.
(c) No temporary camp will be allowed on the National Forest. A camp is interpreted to include the camp site or trailer parking area of any employee working on the project for the Contractor. Such approval, if granted, will be without charge to the Contractor.
H.4 CONTRACTOR'S USE AND MAINTENANCE OF EXISTING ROADS
The Contractor is authorized to use roads in the immediate construction project area for performance of work under this contract. Such roads are those which are necessary for direct access to designated borrow sites, quarries, stockpile sites, waste areas, campsites, equipment unloading ramps, and other approved work areas.
The roads authorized for use will be subject to the following general conditions:
(a) Federal Regulations contained in 36 CFR 261.12; except vehicle weight will not exceed that of AASHTO HS20-44 and/or U80 Loading. Submit written requests to the CO for approval to use L90 and U102 overload Loadings on roads authorized for use. Regulations prohibit damaging a road or blocking a road open to use by others, except as otherwise provided in Special Project Specification 104.
(b) The Government will not snowplow roads for the Contractor's use. The Contractor may snowplow any road designated for his use. A permit defining snowplowing requirements is required and will be issued by the District Ranger, upon request by the Contractor. Repair any damage to the road structure caused by snow removal operations. Vehicles, other than conventional over-the-snow vehicles (snowmobiles), will not be permitted to use roads when there is an average of more than 4” of snow unless the road has been snowplowed.
(c) The Contractor is responsible for and will perform road maintenance on Forest Service roads in the construction area commensurate with his use. Perform road maintenance at such intervals that prevent deterioration of the roadway, or as directed by the Contracting Officer.
H.5 ROAD MAINTENANCE REQUIREMENTS
Perform road maintenance work on the required roads in accordance with the following:
(a) Maintain existing roadbed by blading and shaping the traveled way and shoulders. Do not undercut banks. Maintain established drainage structures and/or berms, and place additional drainage structures/berms where necessary to protect embankments.
(b) Perform all seasonal weather cleanup, including removal of bank sloughs, minor slides and fallen timber, which can be accomplished by a motor patrol grader equipped with a front end blade, or comparable equipment, and by the use of hand tools. Replace material eroded from fill slopes and clean out drainage ditches and culverts subject to the above equipment limitations.
Deposit the material removed from slides or other sources in locations approved by the Contracting Officer.
H.6 EMERGENCY CONTROL
(a) Immediately extinguish without expense to the Government all fires on or in the vicinity of the project which are caused by the Contractor's employees, whether set directly or indirectly as a result of construction operations, with or without direction by the Forest Service. The Contractor may be held liable for all damages and costs of additional labor, subsistence, equipment, supplies, and transportation deemed necessary by the Government resulting from fires set or caused by Contractor's employees or resulting from construction operations.
(b) Contractor's Responsibility for Controlling Other Emergencies - When requested by the Contracting Officer, allow the Forest Service to temporarily use employees and equipment for emergency control work.
Payment will be made at not less than the current area rate established by the Forest Service.
(c) Fire fighting equipment will be required during the fire season from May 10 to August 31, and during any other period of fire danger designated by the Contracting Officer.
Furnish rust-free fire tools to equip all workers employed in Contractor's operations at each separate work site. Maintain tools in serviceable condition and keep tools in one or more weather-tight fire tools boxes.
Paint fire tools boxes red, mark "tools for Fire Only" with letters at least 3” high, and keep sealed. Post a list of the contents inside each fire tool box so as to be visible when opened.
Required Tools No. of People Working in Area 1-4 5-9 10-15 16-20 Axe, d.b chopping, 32-inch min. handle 1 1 2 3 Shovels, L.H. R.P., No. 0 or larger 1 3 6 7 Pulaski, 32-inch min. handle 2 3 7 10 File, 10-inch mill bastard 1 1 1 2 Pumps, backpack cans, 5-gal filled with water
1 2 2 3
Equip each internal combustion engine with a spark arrester qualified and rated USDA-Forest Service, Standard 5100-1, unless it is:
(a) Equipped with a turbine-driven exhaust supercharger such as the turbocharger. There shall be no exhaust bypass.
(b) A multi-position engine, such as on a chain saw, which is equipped with screen arrester, as described in the Forest Service Spark Arrester guide.
A spark arrester, which does not meet the requirements in this guide may be approved upon submission of acceptable proof that the arrester is at least 80 percent efficient in retention, attrition, or destruction of carbon particles. Such arrester may be required to meet higher standards as improvements in design and efficiency are discovered.
(c) A passenger-carrying vehicle or light truck intended primarily for use on roads, and equipped with a factory designed muffler and exhaust system.
(d) A heavy duty truck, such as a dump or log truck, or other vehicle used for commercial hauling, used only on roads and equipped with a factory designed muffler and with a vertical stack exhaust system extending above the cab.
Properly install and constantly maintain in serviceable condition all exhaust equipment described in this Subsection, including spark arresters and mufflers.
Equip each unit of mobile or stationary power equipment, including trucks, with one shovel, and at least one fire extinguisher meeting one of the following specifications:
1. 2-1/2 pound size or larger dry chemical type.
2. 4-pound size or larger carbon dioxide type.
Test or check each extinguisher for proper functioning prior to the beginning of fire precautionary period.
Provide each gasoline power saw with one chemical-pressurized fire extinguisher of not less than 8-ounce capacity by weight. Maintain the extinguisher in good working order at all times.
Do not burn camp refuse, brush, slash, or debris such as that resulting from clearing around camps or on rights-of-way, without the written approval of the Contracting Officer. Submit written requests for burning to the Contracting Officer at least 48 hours in advance of intended burning. The Contracting Officer will approve routine camp refuse disposal incineration in the camp development proposal.
H.7 CONSTRUCTION STAKES, LINES, AND GRADES
Contractor's Responsibilities:
Perform all construction staking in accordance with the requirements of Section 152 except for the following item(s):
The Government will mark the clearing limits around rock borrow sources on National Forest Land.
The Government will provide structure and road coordinates and reference point controls to establish road and structure alignment for the replacement structures.
H.8 PROSECUTION OF WORK
Areas of weak ground may be crossed on this project. The initial embankment depth shall be as SHOWN ON THE DRAWINGS or determined by the Contracting Officer. Reestablish design centerline grade and alignment in accordance with Section 152 as construction progresses, and prior to the placement of borrow excavation. Final grades may be at elevations other than those SHOWN ON THE DRAWINGS, but in no instance will they be lower than that of the surrounding ground elevations. When directed by the CO, return to previously constructed road or trail embankments and place additional borrow material where subsidence has occurred as a result of construction traffic displacing unstable or weak soil underlying the roadway.
H.9 DISPOSAL OF MERCHANTABLE TIMBER
All timber meeting Forest Service merchantability standards logged during prosecution of this contract, remains the property of the Government. Deck logs in the immediate vicinity in accordance with Section 201 of the specifications.
Buck trees in various lengths to obtain the greatest utilization of material meeting the following utilization standards. The Minimum merchantable piece shall be 6” in diameter inside bark at small end, 12 feet in length, have a net scale of 33 1/3 percent of its gross scale for a sawlog or produce not less than 50 percent of its gross volume in firm usable pulp chips.
Trim allowance shall be a maximum of 12” for log lengths up to 40 foot. An additional 2” of trim shall be allowed for each 10 foot of log length over 40 foot.
Use humbolt undercut in felling merchantable timber. Buck all limbs flush with merchantable logs.
All dead trees which are sufficiently tall to reach the roadbed are designated for cutting. Fell other fire-dangerous dead trees or unstable live trees within 200 foot slope distance of the center line of the road, when marked by the Forest Service. Treat all timber under this subsection meeting utilization standards in accordance with Specification 201 Subsection 201.04, unless relieved in writing.
Cut and use timber designated by the Contracting Officer for construction, without charge.
H.10 GOVERNMENT-FURNISHED PROPERTY
LOCAL MATERIAL SOURCES
The Government will provide the following item(s) of Government property to the Contractor for use in the performance of this contract. This property shall be used and maintained by the Contractor in accordance with the provisions of the "Government Property" FAR clause contained elsewhere in the contract.
Item No.
Property Description Qty Location Date Available
Designated rock sources for this project are shown on Sheet 2 of the Drawings:
01 Road 8508 MP 0.227 See description Upon award 02 Road 8508 MP 7.922 See description Upon award
NOTE: Successful contractor shall submit a development plan to the CO for approval prior to commencing any development activities.
H.11 MAINTENANCE FOR TRAFFIC
Other commercial, public traffic, construction work and logging will occur in the vicinity of the project area.
Contractor is responsible for coordinating traffic control and road work notifications with the general public and others Contractors to minimize access and safety conflicts. The Contractor will schedule construction based upon the tour boat schedule to minimize the impacts to the tour guides using the road system. Long hours, working weekends, etc. may be required to minimize impacts on all commercial users. See Table 156- 1 in the Forest Service Supplemental Specifications for maximum road closures and allowable delays
If necessary, coordination between other public works or timber operators will be mutually agreed to in writing with concurrence of the COR and the Hoonah Ranger District. For information on all roads, contact Chris Budke at Hoonah Ranger District (907) 945-1218
Unless otherwise SHOWN ON THE DRAWINGS or described in the FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS, keep existing roads open to all traffic during road improvement work, and maintain them in a condition that will adequately accommodate traffic. Perform no work that interferes or conflicts with traffic or existing access to the roadway surface until a plan for the satisfactory handling of traffic has been approved. Specific requirements for temporary closures, detours, part-width construction, and access to adjacent or intersecting facilities will be SHOWN ON THE DRAWINGS or described in the SPECIAL PROJECT SPECIFICATIONS or H CLAUSES.
The Contractor shall ensure all signage and traffic requirements will be in accordance with Manual of Uniform Traffic Control Devices. Do not proceed with work on the project until all required signs are in place and approved. Signage will include orange and black retro-reflective construction warning signs, traffic cones, and hand held signs available above and below road junctions and at each end of the road (highway) section when under construction. The signs will be kept in place at all times and shall be moved or removed as necessary as work progresses.
Before shutting down any operations, take all necessary precautions to prevent damage to the project, such as temporary detours, approaches, crossings, or intersections; and provide for normal drainage and minimization of erosion. Leave all travel ways in a condition suitable for traffic.
The Government may permit use of portions of the project during periods when operations have shut down.
All maintenance attributable to permitted use during periods of work suspension will be provided by the Government, except for maintenance needed through the fault or negligence of the Contractor. The Contractor shall be responsible for any maintenance not attributable to use, or that is necessary during suspensions through the fault or negligence of the Contractor.
Submit a written traffic control plan 14 days in advance of construction operations for approval by the C.O.
The plan shall show at a minimum: a sign plan showing types and location of construction signs. Work shall not proceed until the Contractor is notified by the CO or their designee (COR) that the plan is approved. The Contractor is advised that safety is a prime concern for all traffic coming in and out of the construction sites.
The Contractor will post notices of heavy equipment traffic or work under this contract, on the scanner, and post office (Hoonah) and local newspaper.
In the case of a dead-end road, the contractor will also ensure that no campers or other forest users will be trapped beyond the work area. Road signs indicating the closure or heavy equipment traffic shall be placed at the beginning of the road and before and after the construction site.
Unless otherwise provided, when construction activity is in progress and total closure has not been provided for herein, delays may not exceed 60 minutes, in order to reasonably accommodate traffic.
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 SHOWN ON THE DRAWINGS, designated in the Road Order, or described in the FOREST SERVICE SUPPLEMENTAL
SPECIFICATIONS, when such use will not damage the roads or National Forest resources, and when traffic can be accommodated safely.
H.12 OPTIONAL ITEMS
Except when it is determined in accordance with FAR 17.206(b) not to be in the Governments best interests, the Government will evaluate offers for award by adding the total price for all options to the total price for basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).
The contractor is to provide all information required in Section B of the solicitation (Supplies or Services Prices/Costs) for all items listed in the base contract and all items listed in the optional work.
The government will provide the contractor with a thirty day written notice of intent to execute the optional item(s). The Government reserves the right to exercise the optional item(s) Option 1 and Option 2 until 30 June 2017. Option items 3 and 4, may be initiated until September 1, 2017. The Government may elect to exercise any or all of the options at the discretion of the Contracting Officer. Any option that the Government elects to exercise will include all the work listed under that option.
When the Government exercises optional work, the price provided by the contractor at time of solicitation is the contract price for that work. The Contracting Officer will modify the Contract Completion Date to extend the date as follows:
Option 1 – 15 calendar days Option 2 – 15 calendar days Option 3 – no adjustment Option 4 – no adjustment
H.13 Equipment Cleaning Equipment cleaning is required under this contract. Clean all dirt, oil, seeds, and vegetation from heavy equipment with a power washer before mobilizing it onto the national forest
PART II--CONTRACT CLAUSES
SECTION I--CONTRACT CLAUSES
52.202-1 Definitions (NOV 2013) 52.203-3 Gratuities (APR 1984) 52.203-5 Covenant Against Contingent Fees (MAY 2014) 52.203-6 Restrictions on Subcontractor Sales to the Government (SEP 2006) 52.203-7 Anti-Kickback Procedures (MAY 2014) 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity (MAY 2014) 52.203-10 Price or Fee Adjustment for Illegal or Improper Activity (MAY 2014) 52.203-12 Limitation on Payments to Influence Certain Federal Transactions (OCT 2010) 52.203-17 Contractor Employee Whistleblower Rights and Requirement to Inform Employees of Whistleblower Rights (APR 2014) 52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper (May 2011) 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards (OCT 2016) 52.204-13 System for Award Management Maintenance (OCT 2016) 52.204-18 Commercial and Government Entity Code Maintenance (JUL 2016) 52.204-19 Incorporation by Reference of Representations and Certifications (Dec 2014) The Contractor’s representations and certifications, including those completed electronically via the System for Award Management (SAM), are incorporated by reference into the contract.
52.209-6 Protecting the Government's Interest when Subcontracting with Contractors
Debarred, Suspended, or Proposed for Debarment (OCT 2015) 52.209-10 Prohibition on Contracting with Inverted Domestic Corporations (NOV 2015) 52.211-18 Variation in Estimated Quantity (APR 1984) 52.215-2 Audit and Records – Negotiation (OCT 2010), Alt I (MAR 2009, Alt II (AUG 2016) 52.215-8 Order of Precedence – Uniform Contract Format (OCT 1997) 52.217-7 Option For Increased Quantity – Separately Price Line Item (MAR 1989) Fill-in:
Option 1: 8508-1.163MP 30 June 2017 Option 2: 8576-0.955MP 30 June 2017 Option 3-Rock Excavation 01 September 2017 Option 4-Rock Excavation 01 September 2017 NOTE: If option items are not awarded prior to the dates indicated, the government reserves the right to negotiate a price and award these items by modification prior to the expiration of the contract.
52.219-3 Notice of HUBZone Set-Aside (NOV 2011) 52.219-8 Utilization of Small Business Concerns (NOV 2016) 52.219-14 Limitations on Subcontracting (JAN 2017) 52.219-28 Post-Award Small Business Program Rerepresentation (JUL 2013) 52.222-3 Convict Labor (JUN 2003) 52.222-4 Contract Work Hours and Safety Standards -- Overtime Compensation (MAY 2014) 52.222-6 Construction Wage Rate Requirements (MAY 2014) 52.222-7 Withholding of Funds (MAY 2014) 52.222-8 Payrolls and Basic Records (MAY 2014) 52.222-9 Apprentices and Trainees (JUL 2005) 52.222-10 Compliance with Copeland Act Requirements (FEB 1988) 52.222-11 Subcontracts (Labor Standards) (MAY 2014) 52.222-12 Contract Termination - Debarment (MAY 2014) 52.222-13 Compliance with Construction Wage Requirements and Related Regulations (MAY
2014)
52.222-14 Disputes Concerning Labor Standards (FEB 1988) 52.222-15 Certification of Eligibility (MAY 2014) 52.222-21 Prohibition of Segregated Facilities (Apr 2015) 52.222-26 Equal Opportunity (Sep 2016) 52.222-27 Affirmative Action Compliance Requirements for Construction (Apr 2015) 52.222-35 Equal Opportunity for Veterans (OCT 2015) 52.222-36 Equal Opportunity for Workers With Disabilities (JUL 2014) 52.222-37 Employment Reports on Veterans (FEB 2016) 52.222-40 Notification of Employee Rights Under the National Labor Relations Act (DEC 2010) 52.222-50 Combating Trafficking in Persons (Mar 2015) 52.222-54 Employment Eligibility Verification (OCT 2015) 52.222-55 Minimum Wages Under Executive Order 13658 (DEC 2015) 52.223-6 Drug-Free Workplace (MAY 2001) 52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving (AUG 2011) 52.225-9 Buy American Act-Construction Materials (MAY 2014)
(a) Definitions. As used in this clause-- “Commercially available off-the-shelf (COTS) item”—
(1) Means any item of supply (including construction material) that is—
(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);
(ii) Sold in substantial quantities in the commercial marketplace; and
(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and
(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4), such as agricultural products and petroleum products.
“Component” means an article, material, or supply incorporated directly into a construction material.
“Construction material” means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site. Materials purchased directly by the Government are supplies, not construction material.
“Cost of components” means--
(1) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or
(2) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.
“Domestic construction material” means—
(1) An unmanufactured construction material mined or produced in the United States;
(2) A construction material manufactured in the United States, if—
(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic; or
(ii) The construction material is a COTS item.
“Foreign construction material” means a construction material other than a domestic construction material.
“United States” means the 50 States, the District of Columbia, and outlying areas.
(b) Domestic preference.
(1) This clause implements the 41 U.S.C. chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C. 1907, the component test of the Buy American statute is waived for construction material that is a COTS item. (See FAR 12.505(a)(2)).
The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraphs (b)(2) and (b)(3) of this clause.
(2) This requirement does not apply to information technology that is a commercial item or to the construction materials or components listed by the Government as follows: ______ [Contracting Officer to list applicable excepted materials or indicate “none”]
(3) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(2) of this clause if the Government determines that
(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the requirements of the Buy American statute is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;
(ii) The application of the restriction of the Buy American statute to a particular construction material would be impracticable or inconsistent with the public interest; or
(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.
(c) Request for determination of inapplicability of the Buy American statute.
(1)
(i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(3) of this clause shall include adequate information for Government evaluation of the request, including--
(A) A description of the foreign and domestic construction materials;
(B) Unit of measure;
(C) Quantity;
(D) Price;
(E) Time of delivery or availability;
(F) Location of the construction project;
(G) Name and address of the proposed supplier; and
(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.
(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.
(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).
(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.
(2) If the Government determines after contract award that an exception to the Buy American statute applies and the Contracting Officer and the Contractor negotiate adequate consideration, the
Contracting Officer will modify the contract to allow use of the foreign construction material.
However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(3)(i) of this clause.
(3…
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