36C78618Q0365-00001001.pdf

Project Location: SALISBURY NATIONAL CEMETERY (Annex Site)

Project Title: 2018 ASPHALT PAVEMENT IMPROVEMENTS

Project Control #: 876-NRM18-12

Statement of Work Summary (5/16/18):

Contractor shall provide all labor, tools, materials, equipment, services, submittals, traffic control, third party testing, supervision, approvals, and related work to make noted “2018 Asphalt Pavement Improvements” at the Salisbury National Cemetery (Annex Site) located at 501 Statesville Blvd., Salisbury, NC 28144.

The work includes “2-inch Milling and Paving” in four (4) specific Project Areas in locations shown on the Drawings. Project “C” will require pavement striping in addition to the “2-inch Milling and Paving”.

Salisbury National Cemetery has approximately 3-7 services a day, Monday through Friday that require traffic to flow from Statesville entrance to the committal service and to the administration office usually starting at 9am thru 3:30pm.

Traffic control is paramount during the project so that customers, staff, visitors, VA Police, Emergency vehicles have access to the Committal Service Shelter and Administration Building daily Monday thru Friday and when necessary on the weekends.

The Salisbury National Cemetery is open dusk to dawn – should the Contractor decide to work after hours of operation, traffic control is still important to our visitors, emergency vehicles, and VA Police.

Salisbury National Cemetery staff, customers, visitors, VA Police, emergency vehicles shall have access on all roads no matter how the Projects are completed within the 90-day requirement. The Contractor shall coordination all work with the Cemetery Director and the COR to ensure minimum interruptions of the operation of the National Cemetery.

Preferably, the Committal Service Shelter Asphalt / Milling Project (Project “A”) should be done on Saturday / Sunday not to interfere with services. The Contractor will need to shut down all machines and vehicles to ensure that there is NO noise during a committal service when taps are played and the flag is presented.

Specification Sections:

01 00 02 General Requirements 01 33 23 Shop Drawings, Product Data, and Samples 01 35 26 Safety Requirements

01 42 19 Reference Standards 01 45 29 Testing Lab Services (Site Work) 32 12 18 Milling & Paving

Drawings:

876-NRM18-12-001 Site Plan / Project Location 876-NRM18-12-002 Pavement Improvement Plan

General Project Requirements:

The Contractor shall comply with the following General Project Requirements:

A. Contractor shall read and comply with all conditions of this Contract including the Technical Specification as it relates to all requirements, products & materials, submittals, testing, and execution.

B. Contractor shall have hard copies of all Contract documents, Drawings, Technical Specifications, and all permit approvals at the project site at all time.

C. Contractor shall ensure the safe and unobstructed flow of traffic from Statesville Blvd. to the Committal Service Shelter and to the Administration Building at all time.

D. Contractor shall minimize the need for restoration to the lawns, pavement, or other feature along the path of the work.

E. Contractor shall conduct work with the special care, reverence, dignity, and respect that acknowledge the cemetery as the final resting place that commemorates the service and sacrifice that service members, veterans and their families made for our nation.

F. Contractor shall keep the project work site clean and presentable at all time.

At the end of each work day, all material and equipment shall be stored in a designated place per the Cemetery Director.

Specific Work Items:

A. Contractor shall furnish all tools, labor, materials, equipment, services, submittals, third party testing, and related service to perform work described within the Drawings, Contract, Statement of Work, Technical Specifications, and referenced Standards.

B. All Traffic Control measures, signs, and requirements shall conform with the

North Carolina Department of Transportation (NCDOT) Standard Specifications – Division 11 “Work Zone Traffic Control”.

C. All materials, testing, and work shall conform to the North Carolina

Department of Transportation (NCDOT) Standard Specifications for Roads and Structures unless noted otherwise in the Contract Technical Specifications.

D. Materials shall come from NCDOT approved sources and products listing.

Submit to COR for approvals. Contractor shall make submittals of all materials prior to the installation.

E. Contractor to conform with Technical Specification Section 32 12 18 “Milling & Paving” in addition to the NCDOT “Standard Specifications”.

F. Asphalt pavements shall be in accordance with Division 6 of the NCDOT “Standard Specifications”.

G. Tack coat composition and application shall conform to NCDOT Section 605 “Asphalt Tack Coat”.

H. Milling asphalt pavement shall conform to NCDOT Section 607 “Milling Asphalt Pavements”.

I. Surface course pavement will be in conformance with Section 610 “Asphalt Concrete Plant Mix Pavements” mix type: (S4.75A). All thickness specified for pavement courses are compacted thickness.

J. Aggregate for asphalt pavements and surface treatments shall be in conformance with Section 1012 of the NCDOT “Standard Specifications”.

K. Contractor to provide “Quality Management System for Asphalt Pavements” in accordance with Section 609 of the NCDOT “Standard Specifications”.

L. Contractor shall ensure that all utility structures, manholes, valve boxes, catch basin grates or any other structure is raised and set to within 1/4‐inch of the final finished grade prior to top course paving. Seal all joints along curb and at sawcuts in accordance with NCDOT Section 657.

M. Material or work determined by the COR not to be in accordance with the NCDOT “Standard Specifications” or Technical Specification Section 32 12 18 shall be replaced at contractor’s own expense.

N. For Project “C” the Contractor shall submit a “Parking Lot Striping Sketch” to the technical COR for approval prior to striping the Administration Building Parking Lot. The number of handicap and parking spaces shall remain the same. All work shall be in conformance with Division 12 – “Pavement Markings” of the NCDOT “Standard Specifications”.

Pre-Bid Site Visit:

It is highly recommended that Bidders inspect the site, investigate by observation, and Request Information via (RFI) and responses through the Contracting Office to satisfy their understanding of the work to be done, all general, local and technical conditions that may affect the cost and the feasibility of their proposal. In no event, shall failure of the Bidder to inspect the site constitute grounds for a claim after Award. Bidders planning to conduct a site visit shall contact the Cemetery Director or Foreman to make arrangements.

Cemetery POC(s):

Salisbury National Cemetery (Annex Site) Steve Fezler, Cemetery Director 704-636-2661 x 103 steve.fezler@va.gov

NCA District Engineer POC:

Michael Carcanague, P.E.

North Atlantic District (NAD)

(215) 381-3787 (ext. 4054) Michael.Carcanague@va.gov

Safety Requirements

Contractor foreman shall be onsite during all work activities and shall have completed OSHA 30-hour training. All other employees and sub-contractors shall have as a minimum, 10-hour OSHA training. Prior to commencing work, general contractor shall provide proof that an OSHA certified “competent person” (CP) (29 CFR 1926.20(b)(2)) will maintain a presence at the work site whenever the general or subcontractors are present.

mailto:steve.fezler@va.gov mailto:Michael.Carcanague@va.gov

PRICE SCHEDULE – BASE BID

Contractor shall provide all labor, tools, materials, equipment, services, submittals, supervision, testing, and related work described in the Contract Documents for the following Bid Items:

NO. DESCRIPTION QTY UNIT UNIT

PRICE

TOTAL

PRICE

1 Project “A”: 2500 SY of 2-Inch Milling & Paving 2500 SY $ . $ _____________

2 Project “B”: 1000 SY of 2-Inch Milling & Paving 1000 SY $ . $ _____________

3 Project “C”: 1200 SY of 2-Inch Milling & Paving 1200 SY $ . $ _____________

4 Project “D”: 1000 SY of 2-Inch Milling & Paving 1000 SY $ . $ _____________

TOTAL FEE ($) $ _____________

TOTAL FEE (WRITTEN):

DURATION:

Contractor shall complete all work within 90 calendar days after receipt of Notice to Proceed, subject to all terms, conditions, provisions and schedules of the contract. No cost time extension will be considered for cold weather delays.

(END OF PRICE SCHEDULE)

5/16/2018

X RONALD J. HORTON

Ronald J. Horton, P.E.

Project Engineer Signed by: Ronald J. Horton 1555252

5 Performance and payment bond 1 EA $ $______________

PRICE SCHEDULE – BASE BID