Amendment_0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

This amendment is being issued to amend the scope of w ork, include pictures, and extend the offer due date. All other terms and conditions remain unchanged.

As the w ork for this requirement w ill be performed on a public trail, offerors are w elcome to visit the trail at their convenience, in leiu of a formal site visit.

1. CONTRACT ID CODE PAGE OF PAGES

1 7

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 10-Feb-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912PP-17-T-0027

X 9B. DATED (SEE ITEM 11)

01-Feb-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

10-Feb-2017

CODE

US ARMY ENGINEER DISTRICT, ALBUQUERQUE

4101 JEFFERSON PLAZA NE

ALBUQUERQUE NM 87109-3435

W912PP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

stephanie.n.parra@usace.army.milEMAIL:505-681-6054TEL:

STEPHANIE N PARRA / CONTRACTING OFFICER

W912PP-17-T-0027

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 10-Feb-2017 5:00 PM to 22-Feb-2017 05:00 PM.

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

SOW

Scope of Work

Abiquiu Lake Vista Trail

1. GENERAL

1.1. SCOPE OF WORK (SOW) The contractor will provide a crew of no less than six (6) individuals and a supervisor trained in sustainable trail building techniques International Mountain Bike Association (IMBA) sustainable trail building techniques. The work to be performed consists of making modifications, repairs and improvements to the Abiquiu lake vista trail and install trail marker posts as described in this SOW. The contractor shall furnish all necessary labor, equipment, tools, transportation, and supplies, unless specifically mentioned, to complete the project in accordance with the specifications, drawings, and provisions of this contract.

All work shall be performed to the satisfaction of the Contracting Officer or the Government’s Authorized Representative Christina Serrano 505-685-4371.

1.2. LOCATION AND DESCRIPTION. The work is located on U.S. Army Corps of Engineers (USACE), Abiquiu Lake Project lands, in Rio Arriba County, New Mexico, Abiquiu Lake Vista Trail System as shown on the attached maps.

1.2.1. Project Location: Work will be conducted at numerous locations on the Abiquiu Lake Vista Trail located on Abiquiu Dam Project lands. (See attached map)

1.2.2. Access. All project sites are located within a half mile of a trail head. All trail heads can be accessed with two wheel drive vehicles.

1.2.3. Identification of Project Areas. Approximate locations are indicated on attached map. Points A and B indicate locations of elevation gain features to be constructed, sites will be marked at top and bottom with orange flagging. Yellow lines indicate areas to be rock armored using small rock aggregate, areas will be marked with pin flags. Points C, D, and E indicate location of exceedingly sharp turns to be redesigned, sites will be marked with red flagging. Trail marking posts will be installed at all trail junctions (approximately 20) exact location and direction of placement will be marked with stakes.

1.2.4. Start and Progress of Work. Work shall be performed between June 1, 2017 and August 30, 2017. Once work has started it will be continued in an uninterrupted manner until the work is complete. This work shall be completed NTL 45 days from start date.

1.2.5. Hours of Work. Hours of work shall be from 8 A.M. to 5 P.M., Monday through Thursday. Prior arrangements may be made with the Government POC to allow for working alternate days and times.

1.2.6. Type of Contract: The Government will award a Firm Fixed-Price, Construction Contract.

2. SPECIFICATIONS.

2.1. Trail Construction Standards. The International Mountain Bike Association (IMBA) Sustainable Trail Standards are to be used in the construction and maintenance of the trail.

Because of the inherent nature of trails and the objective, over-constructing the trail should be avoided. The Contractor shall refrain from defacing any trees, trail building equipment, or similar equipment. Only non-mechanized equipment is permitted on the project.

2.1.1. Construction of elevation gain features.

(a) This portion of the work will consist of constructing two elevation gain features or ramps individually designed collaboratively with contractor and technical point of contact from USACE.

(b) Design will utilize available local resources, primarily rock, gravel, and soil.

In the event that additional materials are needed they will be provided by

USACE.

(c) Elevation features will be built to IMBA standards, and of substantial and durable construction.

(d) Both work areas will only be accessible by foot.

(e) A, B, on the map. Site A map will consist of an approximately 3ft elevation gain feature. All existing flag stone will need to be removed and replace with 1-2 large rocks positioned as to result in roughly a 10 degree slope.

(f) Site B on map is a section of trail that rises approximately 10’ in 20’. The area has been severely impacted by erosion. An elevation gain feature will be constructed that corrects erosion issues and maintains continuity of trail. Two possible options have been developed: one consisting two crib wall ramps connected by a landing, and the other consisting of bench cut into uphill slope leading to a crib wall landing that crosses the existing trail surface.

2.1.2. Small aggregate rock armoring.

(a) This portion of the work will consist of transporting small aggregate rock and water (provided by USACE) to designated areas of the trail, placing rock material and water on the trail tred surface and compacting to a finished state with hand tools.

(b) Amount of rock martial and water will vary depending on conditions. On average one (1) 5-gallon bucket of gravel and two (2) gallons of water per three (3) liner feet of trail. Sufficient material will be applied to create a firm durable trail surface to the extent that USACE technical POC requires.

(c) Great care will be taken not create trail slope that will result in negative hydraulic conditions, such as back sloping or diminished drainage features.

(d) All work areas are only accessible by foot and will require transporting large amounts of gravel up to half of a mile from the trail head.

(e) Work areas are indicated in yellow on the map.

2.1.3. Installation of trail marker posts:

(a) This portion of work will consist of installing 4” x 4” posts (provided by USACE) at all trail junctions (not to exceed 25) (25 in total).

(b) Posts will be 4’ long and buried as close to 1’6” as conditions will allow with soil around the posts compacted firmly. When conditions will not allow for placement of post in this manner an alternative will be developed by technical point of contact.

(c) Exact location of marker posts will be marked by wooden stakes placed in the ground.

2.1.4. Reroute / redesign three exceedingly sharp turns:

(a) This portion of work will consist of modifying existing turns resulting in less dramatic angles. Each area will be individually designed collaboratively with contractor and technical point of contact from USACE.

(b) Existing turns primarily consist of rolling crown crib wall construction.

Modification will consist of partially disassembling existing feature and reconstructing it at a wider angle.

(c) C, D, E on map. Site C on map will consist of widening existing 9’ sloped trail junction to 12’ and creating a flat (5 degree slope), rock armored junction.

Additional width will be gained on uphill slope.

(d) Site D on map will consist of widening existing rolling crown crib wall by approximately 3’ on the uphill slope, leveling and rock armoring entire climbing turn surface.

(e) Site E on map will consist of widening existing climbing turn by approximately 3’ on the uphill slope, leveling and rock armoring entire climbing turn surface. Approximately 1’ of material may need to be removed from inside bend may need to be removed from inside bend if desired results are not meet be widening uphill slope. This area has significant bed rock limiting design options.

Site F on map will consist of removing all loose flag stone and replacing with small aggregate rock armoring, widening existing climbing turn to approximately 8’ and leveling and rock armoring landing surface.

2.1.5. Close and rehabilitate unauthorized trails

(a) This portion of work will consist of closing unauthorized trails utilizing vertical mulch and erosion control techniques.

(b) This work will occur when unauthorized trails are identified during the course of other work.

(c) Two know existing unauthorized trails are indicated in red on the map.

3. QUALITY ASSURANCE

3.1. Those submitting offers to do this work must be able to demonstrate an understanding of trail construction and use concepts and should possess some experience in the construction of hiking and biking trails.

3.2. Before award of this contract, the apparent low offeror will be required to meet with Abiquiu Project personnel and furnish proof that he or she has sufficient labor, equipment, and resources to complete the services described in this SOW.

3.3. A pre-work conference at the Abiquiu Project Office is required between the Contractor and Government representatives before beginning work under this contract.

3.4. A minimum of ten (10) percent of the trail surface to be rock armored and trail marking posts to be installed shall be inspected by Government inspectors to insure that all work has been properly completed. The area of inspection will be chosen at random by the Government Representative. For the purpose of the inspection, any deficiencies found in the inspected area will be assumed to exist along the entire length of the completed trail. One hundred (100) percent of elevation gain features will be inspected Government inspectors to insure that all work has been properly completed.

3.5. All work shall be performed as directed by the Government Representative. If work is found to be defective or not in conformity with the specifications and requirements, the Government will have the right to reject such work and the work shall be done without additional costs to the Government. Payment for incomplete or deficient work will be withheld.

4. PAYMENT

4.1. Invoice Procedures. The contractor shall be paid only for work accomplished and performed in accordance with this SOW.

4.2. Method of Payment. The Government will make payment for the completed construction, and maintenance of the entire trail segment listed in this SOW.

4.3. Invoices shall include all the necessary information, including any necessary supporting documentation and line item descriptions of all costs being billed. The invoice shall be submitted in pdf format concurrently to:

Department of the Army US Army Corps of Engineers Finance Center 5722 Integrity Drive Millington, TN 38054-5005 CEFC-L4invoices@usace.army.mil

And to Christina Serrano Maintenance Control Technician Abiquiu, NM 87510 Office: 505-685-4371 Email: Christina.r.serrano@usace.army.mil

5. SAFETY

5.1. All contractor operations, including equipment, shall be in accordance with and comply with the Corps of Engineers Safety Manual, EM 385 -1-1, dated 15 Sep 2008.

Refer to the sections for Medical and First Aid, page 19, and Hand and Power Tools, page 203. All employees shall wear clothing suitable for weather and working conditions.

The minimum shall be short sleeved shirt, long trousers, and protective work shoes or boots. No contractor or employees shall report for work under the influence of alcohol or drugs.

6. SECURITY

6.1. Access and General Protection/Security Policy and Procedures (If applicable): All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks or background investigation and to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

6.2. Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or See Something, Say Something) (If applicable): The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

7. ATTACHMENTS

Attachment 2: Trail Map Attachment 3: Photos

(End of Summary of Changes)