SF_30_Amendment_W91247-16-B-A001-0001_Final.pdf

0010826930

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

Question and Gov't Answ ers Included after Site Visit; Work Extended to 60 days complete after NTP

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

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

16C. DATE SIGNED

BY 04-Aug-2016

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 W91247-16-B-A001

X 9B. DATED (SEE ITEM 11)

14-Jul-2016

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 is extended, X 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 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

04-Aug-2016

CODE

MICC CENTER - FORT BRAGG

MICC - FORT BRAGG

2175 REILLY ROAD STOP A

FORT BRAGG NC 28310-5000

W91247 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W91247-16-B-A001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

(SOW)

STATEMENT OF WORK

DPW Project Number: FZ-40033-14

Repair of Chicken Road in Front of range 59 Fort Bragg, NC 28310

1.0. The Contractor shall furnish all labor, equipment, transportation, and materials necessary to accomplish the required work for Project Number FZ40033-4P; for the Repair of Chicken Road in Front of range 59, located on Fort Bragg, North Carolina.

2.0. This requirement has a performance period of 38 calendar days. The Contractor is required to begin work within Sixteen (16) calendar days of issuance of the Notice to Proceed (NTP). The NTP shall not be issued until applicable bonds are submitted and certified for legal sufficiency. The Contractor shall perform work in accordance with these specifications and drawings and all work is subject to the terms and conditions of the contract.

Environmental Protection Plan (EPP), Contractor's Quality Control Plan (CQC), Accident Prevention Plan (APP) and approved by the Contracting Officer.

2.1. Note, Brand Name or Equal: Where brand names are indicated, the Contractor shall provide brand name or equal. Purchase description reflects the characteristics and level of quality that shall satisfy the Government’s needs. The salient physical, functional, or performance characteristics that “equal” products must meet are specified in the solicitation. (FAR 52.211-6)

2.2. Special Provisions and General Project Information:

a. Starting Date. See 2.0 in this SOW.

b. Government Materials. None.

c. Inspection. Inspections shall be performed by the Directorate of Public Works, Engineering Division, and Fort Bragg, North Carolina. The Contractor shall notify the COR (contact details of the COR shall be provided at time of award) a minimum of seven (7) working days prior to commencement of work.

d. Road Closures. In the case of road closures, a sketch or plan (depends on complexity of work) shall be provided showing the closure location and all necessary signs and barricades. Necessary signage, barricades, flag-persons, lights (including temporary traffic control lights), and markings for the safe movement of the public during construction shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD), and shall be provided at no additional expense to the Government. Follow the Fort Bragg Traffic and Work Zone Safety Policy as described below.

(1) The Contractor shall maintain traffic during construction and provide, install, and maintain all traffic control devices in accordance with these project guidelines, the Project Special Provisions, North Carolina Department of Transportation Standard Drawings, Standard Specifications for Roads and Structures 2012 edition, and the current edition of the Manual of Uniform Traffic Control Devices (MUTCD).

(2) The Contractor shall utilize complete and proper traffic controls and traffic control devices during all operations. All traffic control and traffic control devices required for any operation shall be functional and in place prior to the commencement of that operation. Signs for temporary operations shall be

(3) Traffic movements through lane closures on roads with two way traffic shall be controlled by flaggers stationed at each end of the work zone. In situations where sight distance is limited, the Contractor shall provide additional means of controlling traffic, including, but not limited to, two-way radios, pilot vehicles, or additional flaggers. Flaggers shall be competent personnel, adequately trained in flagging procedures, and furnished with proper safety devices and equipment, including, but not limited to, safety vests and stop/slow paddles.

(4) All personnel when working in traffic areas or areas in close proximity to traffic shall wear an approved safety vest, or shirt or jacket which meets the color requirements of the Manuel of Uniform Traffic Control Devices (MUTCD).

(5) The Contractor shall comply with all applicable Federal, State, and local laws, ordinances, and regulations governing safety, health, and sanitation, and shall provide all safeguards, safety devices, and protective equipment, and shall take any other needed actions, on his own responsibility that are reasonably necessary to protect the life and health of employees on the job and the safety of the public, and to protect property in connection with the performance of the work covered by the contract.

(6). Work on any roadway, parking lot or exposed traffic movement area may require a traffic control plan. The plan shall incorporate the applicable MUTCD and NCDOT standards and sealed by a professional Traffic Engineer licensed in the state of North Carolina.

(7) The Government requires a ten day (working days) notice to begin work for security and inter-agency approvals. Exceptions to the schedule may be granted for emergency situations. An approved traffic control plan by the Contracting Officer but not submitted for an approved work start date may be considered null and void after sixty calendar days of the plan approval date if no action is taken to initiate the work.

(8) The Contractor shall provide written notice to the Contracting Officer at the start and projected completion date to this work. Any deviation for this schedule shall be approved by the Contracting Officer.

(9) Open cuts on asphalt roadways will require full depth patching with applicable base, full depth patching with Asphalt Concrete Surface Course type SF9.5A in 2 inch lifts if applicable, the same day. The work shall also comply with NCDOT Standard roadway repair and patching policies and techniques.

(10) No material storage shall be allowed along the shoulders of the roadway, parking lots or areas with active traffic during non-working hours. Equipment shall be parked away from active traffic areas and shall be properly barricaded to prevent equipment obstruction within the clear recovery area. The Contractor shall comply with all OSHA requirements and provide a competent person on site to supervise all phases of this type of work.

(11) The Contractor shall comply with all federal, state, and Fort Bragg environmental regulations and shall obtain all necessary federal, state, and Fort Bragg environmental permits, including but not limited to, those related to sediment control, storm water, wetland, streams , endangered species and historical sites.

(12) The Contracting Officer and COR shall be notified prior to beginning work that affects permanent traffic control devices. The Contractor shall be responsible to relocate, modify, repair or replace traffic signals and component equipment, traffic signs and pavement markings in compliance with NCDOT current equipment and standards where applicable.

(13) The Contractor may be required to install temporary traffic signals, pavement markings, raised pavement markers and signing to accomplish the work. These tasks shall be noted in the approved traffic control plan.

(14) It shall be the responsibility of the Contractor to determine the location of the other utilities within the work zone area. This shall also include the location of the water, sewer and drainage systems.

The Contractor shall be responsible for notifying other utility owners and providing protection and safeguards to prevent damage or interruptions to existing facilities and to maintain accessibility to the existing utilities. The Contractor shall be responsible for the repair or replacement of these utilities because of his work. All pipe repair word shall be in compliance with the NCDOT Standard Drawings and specifications, current edition.

(15) Excavated area adjacent to pavement or active traffic areas having more than a 2 inch drop shall be shaped up at a 6:1 or flatter slope and designated by appropriate delineation during periods of inactivity, including, but not limited to, night and weekend hours.

(16) Pre-cast concrete manholes, catch basins, or drainage structures shall be the type pre-approved by NCDOT.

(17) Manhole rings and covers, valve covers and storm drainage grates and frames shall be of the traffic bearing type approved by NCDOT.

(18) All work performed under this policy shall be contracted to an NCDOT licensed or certified c o n t r a c t o r (Bonded in the state of North Carolina).

e. Warranty. The Contractor shall provide a minimum of one (1) year Warranty on all labor and materials provided under this contract. Manufacturer’s warranty on parts and/or materials must be provided at the time of work completion.

f. Environmental Notice. These projects shall not impose a significant effect upon the environment. An environmental review has been completed and no significant environmental impacts were determined. A Record of Environmental Considerations categorical exclusion is applicable.

g. Code of Federal Regulations (CFR): OSHA General Industry Safety and Health Standards (29 CFR 1910), Publication V2206, OSHA Construction Industry Standards (29 CFR 1926). One source of these regulations is OSHA Publication 2207, which includes a combination of both Parts 1910 and 1926 as they relate to construction safety and health. They are for sale by the Superintendent of Documents, U.S. Government Printing Office, Washington, DC 20402.

h. Asbestos: None.

i. Project Location: Chicken Road in front of Range 59, Fort Bragg, North Carolina Installation.

j. Hours of Work: The contractor shall accomplish this work between the hours of 7:00 a.m. and 4:00 p.m., Monday through Friday. No work will be done on weekends or Federal holidays, without prior written approval of the Contracting Officer.

3.0 Project Specifications. This project shall be conducted in accordance with the standards located in the Installation Design Guide for a Sustainable Fort Bragg (IDG), which can be found on the web at http://www.bragg.army.mil/dpw/idg/. All construction shall be made in accordance to Standard Industry Practice.

Contractor shall adhere to the most CURRENT Building Codes, Regulations, Guidelines, and Industry Standards in the performance of this project.

3.1 General scope of work includes the following disciplines: Architectural, Electrical, Mechanical, Structural and Fire Protection. All work shall be done in accordance with all national, state, and local building codes and with the manufacturer’s recommendations. Construction shall also be in accordance with AISC, ACI, and all OSHA regulations.

3.2 General Notes: [blank]

3.3 Cleaning Up. The contractor shall, at all times, keep the work area, including storage areas utilized in the performance of this task order contract from unnecessary accumulation of waste materials or rubbish. Prior to the completion of work, the Contactor shall remove any rubbish and materials from the premises that is not the property of the Government. Upon completion of work, the Contractor shall leave the premises in a clean, neat and workmanlike condition.

3.4 Scope of Work: The contractor shall furnish all labor, materials, equipment, transportation, tools, supervision and any other items necessary to complete the required construction work stated herein.

a. Perform the work covered in 2012 North Carolina Department of Transportation (NCDOT) Standard Specifications for Roads and Structures, Sections 500, 505, 520, 535, 605, 610, and 1205, including, but not limited to, repairing/replacing 350 linear feet of a 24 feet wide road (refer to site map) with asphalt plant mix and a 2 feet wide aggregate shoulder in order to provide a safe, passable and convenient condition for traffic. (Measurement and Payment articles in NCDOT don’t apply.)

b. Perform the work by cutting the existing pavement to a neat vertical joint and uniform line;

removing and disposing of pavement, base and subgrade material as approved or directed by the COR;

furnishing, placing and compacting aggregate base course; coating the area to be repaired with a tack coat;

and replacing of the removed material with asphalt plant mix. Traverse slope shall be 2% from road crown to shoulder’s edge.

c. Grade/reshape the existing roadside drainage ditch to provide positive drainage.

d. Make the repairs in accordance with the following: (Attached Specifications Provided):

(1) 6-inches Aggregate Base Course, NCDOT Standard Specification, Table 1005-1, ABC.

(2) 4-inches Asphalt Base Course, NCDOT Standard Specification, Table 610-3, I-19.0B or B25.0C SUPERPAVE Mix Design Criteria.

(3) 2-1/2-inches Asphalt Surface Course, NCDOT Standard Specification, Table 610-3, S9.5A or S9.5C, SUPERPAVE Mix design Criteria.

(4) Pavement Markings shall be Yellow Paint (U.S. Federal Specification No. TT-P-115F, Color No. 13538).

e. Excavation (Digging) Permit: The Contractor shall have a completed and approved DPW Excavation Permit in his possession prior to any excavation, to include sign or fence-post holes. Permits are issued for the life of the specific contract only. The Contractor shall schedule an appointment to locate utility lines at least 5 business days prior to any excavation with the DPW Facilities Maintenance Division, building 251, Boxcar Street. This will be accomplished by submitting a DPW Facilities Maintenance Division Service Order. Service Orders are obtained by calling (910) 396-0321. The DPW Digging Permit Clerk will contact all locators to include non-government owned utilities. Utilities are usually located within 5-10 workdays from the date of request but, due to weather conditions, construction workloads, etc., longer periods of time for these utility locates may be experienced. The Contractor shall be responsible for keeping up with all marking for the duration of the work performance period.

f. Erosion and Sedimentation Control: The Contractor shall construct and maintain the erosion and sedimentation control practices identified in the plans and specifications and any further measures necessary to comply with NCAC Title 15A, Chapter 4. Erosion and sedimentation control are required regardless of the size of the disturbance. The law requires installation and maintenance of sufficient erosion control practices to retain sediment within the boundaries of the site. Furthermore, if the installed protective measures do not work, additional measures must be taken. All E&SC plans shall be approved by DPW Water Management Branch (WMB) prior to any land disturbing activities.

g. Fort Bragg Seeding Specification

(1) Apply fertilizer/Lime at rates as determined by laboratory soil analysis of soils at the job site.

In the absence of the soil analysis, apply soil amendments at the rates indicated in steps 2 and 3.

(2) Area will be tilled to 4” depth.

(3) Apply lime at 70 pounds per 1000 square feet, or 1.5 tons per acre.

(4) Apply 10-20-20 fertilizer at a rate of 850 pounds per acre or 20 pounds per 1000 square feet.

The fertilizer should be either slow time release or applied in two applications, half at time of planting and the second half after permanent seed germinates.

(5) The lime and fertilizer will be worked into the top 2 to 4 inches of soil prior to seeding.

(6) Seed Mix and Rate:

i. Permanent Seeding

(1) “Cool Season”: Planted between 1 September and February 28, 50 pounds per acre Winter Wheat (Triticum spelta). NO RYE GRASS. 25 pounds per acre common Bermuda (Cynodon dactylon), hulled 25 pounds per acre common Bermuda (Cynodon dactylon), unhulled.

(2) “Warm Season”: planted between 1 March and 31 August, 50 pounds per acre German (Setaria italica), Brown Top (Setaria italica), or Fox Tail Millet (Brachiaria ramosum)50 pounds per acre common Bermuda (Cynodon dactylon), hulled.

ii. Temporary Seeding

1) “Cool Season”: planted between 1 September and February 28, 120 pounds per acre Winter Wheat (Triticum spelta)

2) “Warm Season”: planted between 1 March and 31 August, 65 pounds per acre German (Setaria italica), Brown Top (Setaria italica), or Fox Tail Millet (Brachiaria ramosum)

iii. Straw Mulch: 4,000 pounds per acre. The ground should be completely covered with no bare spot larger than a quarter, then tacked with emulsified asphalt. Emulsified asphalt shall be applied at a rate heavy enough that the entire area appears black in color.

iv. Hydro seeding: Hydro seeding shall only be allowable on slopes steeper than 1 horizontal to 1 vertical.

Steps 1 through 4 must be completed prior to hydro seeding. Hydro seeding should be applied in two applications.

The first application will consist of 1/3 of the mulch and 2/3 of the seed and the second application will consist of 2/3 of the mulch and 1/3 of the seed. The mulch will include a tackier and will be applied at a rate of 2,000 pounds per acre or the manufacturer’s recommendation, whichever is higher.

(7) EXEMPTIONS: Special Use Areas, such as airfields, helipads, General Officer quarters and the historic district. Contact the Fort Bragg Water Management Branch (WMB) at 910-396-2301/2823/2897 when seeding these areas.

(8) Upon completion of the project, prior to leaving the site, the COR shall be notified to inspect the project.

(9) G.S. 113A-57: No land-disturbing activity subject to this Article shall be undertaken except in accordance with the following mandatory requirements:

i. The angle for graded slopes and fills shall be no greater than the angle that can be retained by vegetative cover or other adequate erosion-control devices or structures. In any event, slopes left exposed will, within 14 calendar days of completion of any phase of grading, be planted or otherwise provided with temporary or permanent ground cover, devices, or structures sufficient to restrain erosion.

ii. All perimeter dikes, ditches, swales, perimeter slopes or slopes greater than 3 horizontal to 1 vertical (3:1) shall be provided temporary or permanent stabilization with ground cover as soon as practicable but in any event within 7 calendar days.

(10) Maintenance During Establishment Period: Maintenance of the seeded areas shall include protecting embankments and ditches from surface erosion; maintaining erosion control materials and mulch;

protecting installed areas from traffic; mowing; watering; and post-fertilization.

(11) Mowing:

i. Turf Areas: Turf areas shall be mowed to a minimum 3-inch height when the turf is a maximum 4 inches high. Clippings shall be removed when the amount cut prevents sunlight from reaching the ground surface.

ii. Erosion Control Areas: Erosion control areas shall be mowed to a minimum 4 inch height when the plants are a maximum 8 inches high. Clippings shall be removed when the amount cut prevents sunlight from reaching the ground surface.

(12) Post-Fertilization: After the permanent grass has been accepted, and between the dates of April 15 and October 15, apply 425 pounds of fertilizer per acre.

(13) Repair or Reinstall: Unsatisfactory stand of grass plants and mulch shall be repaired or reinstalled, and eroded areas shall be repaired until a satisfactory stand of grass results.

SECTION F - DELIVERIES OR PERFORMANCE

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

38 dys. ADC 1 DPW ENGINEERING DIV, PROJECT

MGMT BRANCH

DPW ENGINEERING DIV, PROJECT

MGMT B

2175 REILLY ROAD, STOP A

FORT BRAGG, NC NC 28310

FOB: Destination

W36B5K

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

60 dys. ADC 1 DPW ENGINEERING DIV, PROJECT

MGMT BRANCH

DPW ENGINEERING DIV, PROJECT

MGMT B

2175 REILLY ROAD, STOP A

FORT BRAGG, NC NC 28310

FOB: Destination

W36B5K

SECTION J - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

The following have been added by full text:

QUESTIONS AND ANSWERS

Questions and Answers

The following is a consolidated list of eleven (11) questions received following the site visit and the government response to all questions.

KEY:

Consolidated Contractor’s Questions (Q#)

Government official answer (A#)

Q1: Is this job a “Mill & Slope or Remove & Replace” for asphalt?

A1: Remove and replace.

Q2: What are the specific job dimensions?

A2: 25’ Wide and 350’ in length.

Q3: Is it the contractor’s responsibility for road closure, re-routing traffic along with traffic control plan (TCP)? Furthermore, if it is the contractor’s responsibility, how is this truly going to be coordinated at Fort Bragg?

A3: Project is required to have a sealed traffic detour plan, per the Fort Bragg IDQ policy. Closing off from plank and preacher roads.

Q4: Is there going to be a specific distance for how far the “erosion control measures” the contractor is responsible for from the end of the asphalt on sides of road? If not how will we know how far to go?

A4: To the ditch, front slope.

Q5: If unsuitable subgrade is discovered, how will this cost be reinvested? Will there be a separate clin to bid for “just in case” this situation arises?

A5: Identify out of scope work, gain approval from Contract Officer; a modification to the contract will be required (as needed) in order to authorize additional costs. There will not be a separate CLIN for “just in case situations”.

Q6: How deep must “we go” for the Aggregated Base Course (ABC) for the 2ft of shoulder work required for along the sides?

A6: Work to excavate to stabilization depth, 2’ wide, with the same pavement structure.

Q7: Is there going to be a change to the amount of time allowed for this job? (Currently states 38 days after Notice to proceed) A7: 60 calendar days.

Q8: Can we use existing, if able, or do we have to use new Aggregated Base Course (ABC) for job?

A8: New.

Q9: Is the Fort Bragg land fill able to be used in the event it is required?

A9: Asphalt will be accepted at the DPW’s landfill, as long as it is cleaned out from dirt. Dirt and any other debris will go to an off post certified facility.

Q10: Are there going to be drawings provided for ditches or do we just use the existing slope/ ditches?

A10: Existing slope ditches.

Q11: What are the back fill standards now for NC Department of Transportation, have they changed?

A11: Follow NCDOT standards as they have not changed.

End of Questions and Answers

SECTION L - INSTRUCTIONS, CONDITIONS AND NOTICES TO BIDDERS

The following have been modified:

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) A site visit was completed on Tuesday, 02 August 2016 at 01:30 pm Eastern Standard Time.

Contractors met at the site. Questions were not answered but documents at the site visit and are included in section L in this solicitation. Further questions reguarding the site visit can be addressed to the individual below:

Name: John Fleshman Title: Contract Specialist Email Address: john.e.fleshman2.civ@mail.mil Telephone: 910-908-4601

(End of provision)

(End of Summary of Changes)