2025 Concrete and Paving Statement of Work.pdf

CONCRETE AND PAVING IDIQ CONTRACT

INDEFINITE DELIVERY INDEFINITE QUANTITY OF

CONCRETE AND PAVING CONSTRUCTION

Joint Base McGuire-Dix-Lakehurst New Jersey

STATEMENT of WORK

Prepared by:

787th Civil Engineer Squadron

INDEFINITE DELIVERY INDEFINITE QUANTITY (IDIQ)

CONCRETE AND PAVING

JOINT BASE MCGUIRE-DIX-LAKEHURST, NEW JERSEY

SECTION 01 11 00

SUMMARY OF WORK

01 11 00 Page 1 of 23

SECTION PAGES DESCRIPTION

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 00 3 Cover Sheet and Table of Contents

00 22 13 23 Supplementary Instructions to Offerors

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 4 Summary of Work

01 11 00.01 23 Environmental Compliance

01 14 00 3 Work Restrictions

01 20 00 2 Price and Payment Procedures

01 30 00 4 Administrative Requirements

01 32 16.00 20 10 Small Project Construction Project Schedules

01 33 00 10 Submittal Procedures

01 35 13 6 Special Project Procedures

01 35 26 29 Governmental Safety Requirements

01 42 00 48 Sources For Reference Publications

01 45 00 19 Quality Control

01 45 35 6 Special Inspections

01 50 00 15 Temporary Construction Facilities and Controls

01 57 19 35 Temporary Environmental Controls

01 74 19 9 Construction Waste Management and disposal

01 78 00 Closeout Submittals

DIVISION 02 – EXISTING CONDITIONS

02 32 13 23 Subsurface Drilling and Sampling

02 41 00 12 Demolition

DIVISION 03 - CONCRETE

03 30 00 61 Cast in Place Concrete

03 30 53 14 Miscellaneous Cast in Place Concrete

03 42 13.00 10 16 Plant Pre Cast Concrete Products for Below Grade Construction

SECTION 00 00 00

TABLE OF CONTENTS

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 92 00 10 Joint Sealants

DIVISION 09 - FINISHES

09 90 00 37 Paints and Coatings

09 96 00 9 High Performance Coatings

DIVISION 10 - SPECIALTIES

10 14 53 8 Traffic Signage

DIVISION 31 - EARTHWORK

31 00 00 22 Earthwork

31 05 19.13 5 Geotextiles for Earthwork

31 11 00 5 Clearing and Grubbing

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 13.62 13 Bituminous Surface Treatment

32 01 16.71 6 Cold Milling Asphalt Paving

32 01 17.61 6 Sealing Cracks in Asphalt Paving

32 11 20 8 Subbase

32 11 23 13 Aggregate Base Course and/or Graded Crushed Aggregate Base Course

32 11 23.23 13 Base Course Drainage Layer

32 11 26 16 Hot-Mix Bituminous Base Course

32 11 26.19 12 Bituminous Stabilized Base and Subbase

32 12 13 8 Bituminous Tack and Prime Coat

32 12 16.16 22 Road-Mix Asphalt Paving

32 16 19 13 Concrete Curbs, Gutters and Sidewalks

32 17 23 21 Pavement Markings

32 92 19 10 Seeding

DIVISION 33 - UTILITIES

33 40 00 22 Stormwater Utilities

JOINT BASE MCGUIRE-DIX-LAKEHURST, NEW JERSEY

SECTION 00 22 13

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

PART 1 - GENERAL

1. INSPECTION OF WORK: Technical surveillance of workmanship and inspection of materials for compliance with established standards and specifications for work being performed under this contract shall be the responsibility of the Contracting Officer Representative (government project manager). The overall responsibility for Quality Control remains with the contractor.

2. PRECONSTRUCTION CONFERENCE: A preconstruction conference will be scheduled by the

Contracting Officer after contract award, after award of each and every task order and prior to commencement of work under the contract and/or on any task order. The Contracting Officer will notify the Contractor of the time, date, and place set for the meeting which will be held at a location to be designated by the Contracting Officer. At this meeting, the Contractor shall be oriented with respect to Government procedures and lines of authority, as well as contractual, administrative, and construction matters. The Contractor is required to furnish a current certificate of insurance and a letter appointing a construction superintendent, as well as resumes/qualifications for all other Contractor Quality Control, Supervisory/Management Staff and any other applicable Contractor Personnel assigned to the project as outlined and required in the contract documents, at the meeting.

Such referrals shall be documented with a submittal form (ENG Form 4025 or AF IMT 3000 Material Approval Submittal) submitted in accordance with Specification Section 01 33 00, identifying the submittals from previous task orders being referenced by task order and submittal number. The Contractor shall be prepared to discuss topics including, but not limited to, safety plans, project schedule, anticipated start date, traffic/detour plan, shop drawings, permitting and potential disruption to surrounding areas. Any subcontractors performing significant portions of the contract shall also be in attendance.

3. GENERAL: All work performed under this contract shall conform to the best practices of the trade or class or work involved and shall be executed in a careful and orderly manner by workman skilled in their respective trades. All work shall be performed in strict accordance with the specifications or to current industry standards when not specified.

a. Proper, adequate and proficient supervision shall be provided by the Contractor throughout all phases of work.

b. Unless otherwise approved, the Contractor shall be permitted to do the work between the hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, exclusively. Government Holidays defined in the Federal Code (New Year's Day, Martin Luther King Jr. Birthday, President's Day, Memorial Day, Juneteenth National Independence Day, Independence Day, Labor Day, Columbus Day, Veteran's Day, Thanksgiving Day, Christmas Day) that fall, or are celebrated within the work week will not be considered work days. Prior to the Contractor performing any work during hours other than those specified, the Contractor shall submit a request to the project manager for approval by the Contracting Officer. Requests shall be submitted no less than 5 work days prior to the time the Contractor desires to work.

00 22 13 Page 2 of 23

4. STORAGE SHED AND ON-SITE ACCOMMODATIONS. The Contractor shall provide their own storage shed or trailer for onsite office accommodations and for storing of equipment and material. Upon Contractor’s request, and subject to available, the project manager will assign the Contractor a location for material storage and placement of their shed or jobsite trailer. Provision of a location for placement of Contractor sheds, trailers, materials, equipment or other items is for the convenience of the Contractor, the Contractor retains sole responsibility and liability for the operation and security of the site and any items placed at such location. The site shall be restored to the same condition as when the project started. All costs associated with the site, including maintenance and restoration, are the responsibility of the Contractor.

5. UTILITIES:

The Contractor shall be permitted to use existing utilities at each project location, when available, to the extent needed to accomplish the work under the task order, on a "no charge" basis.

a. Contractor owned construction sheds, trailers, offices or other such facilities requiring utility services shall be metered for each utility involved and all costs involved up to the point of connection to Government owned utility systems shall be at the contractor's expense.

Contractor shall pay for metered utility services. All temporary connections shall be removed before final acceptance of the work.

b. Contractor shall provide temporary sanitation facilities that are self-contained and full service.

The facilities shall have self-closing doors, ventilated to control odors and fumes and shall be cleaned at least once a week, or more if required by the Contracting Officer. The facility shall be located behind the construction fence and out of public view.

6. OCCUPANCY: Unless otherwise identified in the work order/task order, facilities in the areas in which the work is to be done will be occupied and/or remain in service, during the performance of work under this contract. It shall be the Contractor’s responsibility to coordinate with the project manager to schedule and perform their work in such a manner as to create the least possible interference with normal activities within the areas. Access to buildings, parking lots and other facilities shall be maintained to the maximum extent possible. The Contractor shall not block more than one access of the building(s) at any one time, nor shall the Contractor disrupt the existing parking arrangement to any of the building(s) parking area. If disruptions are necessary due to the nature of the work, the Contractor shall coordinate and/or provide alternate access as part of the scope of work. This shall include the provision of traffic control plans, detours and all associated signage, warning signs, advance warning notifications. All shall be in accordance with Joint Base standards, procedures and requirements and the MUTCD. Service shall be maintained at all times. Work outside normal operating hours MAY be approved to minimize disruption to normal installation activities or to facilitate the work. Contractor shall be responsible for coordinating access for his crews and equipment as necessary. Contractor shall propose such outages and/or road closures as part of his proposal for each Task Order. The proposal shall, therefore, include traffic control plans/detour routes, signage, and the anticipated length of time for any utility outage or road closure. Such detours, by-passes and/or other means to maintain service during the work shall be part of the scope of work and covered in the agreed upon price for the work. Where utility outages, road closures or other impacts are necessary to complete the work, the Contractor shall submit detailed plans for managing the work to minimize the disruptions for review by the Contracting Officer not less than 30 working days prior to the proposed

00 22 13 Page 3 of 23 outage/closure/detour. In no case will the outage/closure occur less than 15 working days after the approval of the outage/closure/detour plans.

7. Quality Control: The Contractor shall furnish to the Contracting Officer (CO) for approval an effective quality control program that complies with the contract clause entitled "Inspection of Construction" (FAR 52.246-12). The Contractor shall submit the quality control program to the CO no later than 7 days after the notice to proceed.

a. The Contractor shall establish a quality control system to perform sufficient inspection and test of all items of work, including that of his subcontractors. The quality control system shall ensure conformance with applicable specifications and drawings with respect to materials, workmanship, construction, finish, functional performance, and identification.

The quality control system shall be established for all construction except where the technical provisions of the contract provide for specific Government control by inspections, tests, or other means. The Contractor's control system shall specifically include the surveillance and tests required in the technical provisions of the contract specifications. For purposes of the above description, shop manufactured standard products is not defined as construction.

Where a separate safety manager is not provided or otherwise required by the CO, quality control personnel shall also be charged with the responsibility of policing the safety program.

This duty shall be clearly set forth in the quality control program.

b. The Contractor's quality control system is the means by which they assure themselves that their construction complies with the requirements of the contract plans and specifications.

The controls shall be adequate to cover all construction operations, including both on-site and off-site fabrication and shall be keyed to the proposed construction sequence and shall include as a minimum at least three phases of inspection for all definable items or segments of work as follows:

1. Preparatory Inspection. To be performed prior to beginning any work on any definable segment or work. To include a review of contract requirements; a check to assure that all materials and/or equipment have been tested, submitted, and approved; a check to assure that provisions have been made to provide required control testing: examination of the work area to ascertain that all preliminary work has been completed; a physical examination of materials and equipment to assure that they conform to approved shop drawings or submittal data and that all materials and/or equipment are on hand. The Contracting Officer shall be notified at least 48 hours in advance of the preparatory inspection and such inspection shall be made a matter of record in the quality control documentation as required by subparagraph c.

2. Initial Inspection. To be performed as soon as a representative segment of the particular item of work has been accomplished and to include: examination of the quality of workmanship, a review of control testing for omissions, and dimensional requirements.

3. Follow-up Inspection. To be performed daily or as frequently as necessary to assure continuing compliance with contract requirements, including control testing, until completion of the particular segment of work.

c. The Contractor shall maintain current records of all inspections and tests performed on an

00 22 13 Page 4 of 23 appropriate approved format. These records shall provide factual evidence that the required inspection or tests have been performed, including type and number of inspection or tests involved: results of inspections or tests; nature of defects, causes for rejection, etc.; proposed remedial action and corrective actions taken. The Contractor shall not build up or conceal any feature of the work containing uncorrected defects, and payment on deficient items will be withheld until they are satisfactorily corrected or other action has been taken as authorized pursuant to the contract clause entitled "Inspection of Construction". These records must cover both conforming and defective items and must include a statement that all supplies and materials incorporated in the work are in full compliance with the terms of the contract.

Legible copies of these records must be furnished through the COR, to the Contracting Officer daily. Records shall be verified by the Prime's designated representative daily.

d. The Contractor's job supervisory staff may be used for quality control, supplemented, as necessary by special technicians, or testing facilities, to perform all specified tests, balancing, adjusting and/or regulating mechanical and electrical devices, equipment and/or systems. As an option, an industry recognized testing laboratory approved by the Contracting Officer may also be used.

e. The Contractor shall furnish to the Contracting Officer for approval as soon as practicable, and in no event later than 7 calendar days after receipt of the notice to proceed, an original and 4 copies of the quality control plan which shall include the personnel, procedures, instructions, and records to be used. This document shall include as a minimum:

1. The quality control organization.

2. Qualifications of personnel to be used for this purpose.

3. Authority and specific areas of responsibilities of each of the quality control personnel.

4. Methods of performing quality control inspections including the Contractor's employees work. This requires a statement concerning quality control measures to be used in work described in each technical section of the specifications applicable to the work under the work order/task order.

5. Designate how testing shall be performed either by technicians employed by the Contractor or by an industry recognized testing laboratory. The following information shall be a part of the quality control plan.

a. Latest calibration data for concrete testing machines and Marshall Machine where applicable.

b. Name and qualifications of each employee designated for the performance of specific types of tests.

c. A list of the control tests which the Contractors employees are to perform, not only by name, but also by numerical designation, together with a statement to the effect that the laboratory has a copy of each such procedures, and has facilities and serviceable testing equipment to perform these t e s t s .

d. The Contractor’s understanding of the procedures to follow if the test result indicates

00 22 13 Page 5 of 23 lack of compliance with the specification requirements.

e. A copy of a letter of direction to the project manager responsible for quality control, outlining their duties and responsibilities, and signed by a responsible officer of the firm.

6. Before construction operations are commenced, the Contractor shall meet with the Contracting Officer and discuss the quality control plan. The meeting shall develop mutual understanding relative to details of the system, including the forms to be used for recording the quality control operations, inspections, administration of the system, and the interrelationship of the Contractor and Government Inspector.

7. No construction and/or off-site fabrication shall be started until the Contractor's quality control plan is approved. Construction of any feature of the work will only be permitted after approval of the quality control plan, or at least approval of that portion of the plan applicable to the specific feature of the work. As a rule, except for the start of the construction period, quality control of test techniques shall be approved by the Contracting Officer prior to the application. No payment estimate will be processed by the Contracting Officer prior to agreement upon the testing regime and receipt of the required testing reports/data. The Contractor shall notify the Contracting Officer in writing of any proposed changes to this inspection system; no such change shall be implemented prior to approval in writing by the Contracting Officer.

8. If recurring deficiencies in an item indicate that the quality control system is not adequate;

such corrective actions shall be taken as directed by the Contracting Officer.

9. In the event the Contractor utilizes the service of a commercial testing laboratory, the Contracting Officer reserves the right to check laboratory equipment for compliance with the standards set forth in the contract specifications and to check the laboratory technician's testing procedures and techniques.

10. The Contracting Officer reserves the right to utilize the Contractor's control testing laboratory and equipment to make spot tests and to check the Contractor's testing procedures and techniques.

8. VEHICLE REGISTRATION:

The Contractor shall be required to register all motor vehicles and trucks with the DOD Police. The Contractor's personnel, when operating motor vehicles, shall not exceed ten (10) miles per hour when passing military troops on the roadways, and abide by post speed limits otherwise.

9. SUBMITTALS: The following shall be submitted, in accordance with the procedures and requirements outlined in Specification Section 01 33 00 Submittal Procedures, to the Contracting Officer for approval.

a. Certificate of Compliance. The Contractor shall furnish in triplicate, any manufacturer's certificates required for demonstrating proof of compliance of materials with technical specification requirements in this contract. Each certificate shall be signed by an authorized officer of the manufacturing company and shall contain the name and address of the Contractor, the project name, task order identification and location and the

00 22 13 Page 6 of 23 quantity and dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if after tests are performed on selected samples, the material is found not to meet the specific requirements.

b. Samples. The Contractor shall furnish samples of materials for approval, demonstrating proof of compliance of materials pertaining to the applicable sections of the technical specification requirements.

c. Descriptive Data. The Contractor shall furnish the manufacturer's descriptive data, installation, and maintenance instructions, for approval, as required by the applicable sections of the technical specifications.

d. Test Reports. The Contractor shall furnish copies of test reports, for approval, as required by the applicable sections of the technical specifications.

e. Shop Drawings. The Contractor shall furnish shop drawings for approval, and shall consist of illustrations, schedules, performance charts, instructions, brochures, diagrams, drawings, surveys, and other information to illustrate and/or demonstrate compliance to the applicable sections of the technical specifications. (See also SCR12).

f. Schedule. The Contractor shall provide a detailed schedule, in accordance with the Contract Specification included in the contract documents. The schedule shall include a sequence of work and provide a timeline of when access will be required to each area for planning and construction. Task Orders that are anticipated to last for more than 30 days shall have updated schedules provided to the Contracting Officer every 14 calendar days. The first schedule shall be submitted no later than 14 calendar days following the Notice to Proceed, but in no case shorter than 14 calendar day prior to the start of work.

10. SCHEDULE:

Contractor shall provide a detailed schedule, in accordance with the Contract Specification Section included in the contract documents, showing when access will be required to each area for planning and construction as well as the planned sequence of work. For task orders anticipated to last more than 30 days, updated schedules shall be provided to the Contracting Officer every 14 calendar days. The first schedule shall be submitted not later than 14 calendar days following notice to proceed, but in no case later than 14 calendar days prior to the start of work.

11. ISSUANCE OF TASK ORDERS/DELIVERY ORDERS/WORK ORDERS:

The procedure in which task orders will be issued are as follows:

a. The task orders shall be distributed to the Contractor by e-mail or fax.

b. If it is discovered during the course of performing this contract that a particular item of work cannot be performed in a satisfactory manner without unduly impacting operations on the Joint Base, the Contracting Officer will then designate it as an item of work which must be accomplished during off-duty hours or during periods of low activity.

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c. For the purposes of this contract, the terms “TASK ORDER”, “DELIVERY ORDER” and “WORK ORDER” shall be used interchangeably.

12. VISUAL SURVEY:

a. Prior to the start of any work on the project or any specific task order, Contractor shall conduct a visual survey of the entire project/task order site and surrounding area, using photos and/or video to document the current condition of the area and all structures and facilities in/on/near the project site/alignment.

b. The Contractor shall be liable for the repair to pre-construction condition of any damage due to his work. The survey noted in this paragraph is intended to document the pre-construction conditions as a reference.

c. It will be assumed that damage noted during or after the work is due to Contractor activity unless otherwise documented.

13. AS-BUILT DRAWINGS, GIS AND SURVEY DATA

a. GENERAL GUIDELINES

1. During construction, the contractor shall prepare and continuously maintain in their field office, one working set of contract drawings, legibly marked up in red pencil or ink to show deviations, addenda and change orders which modify the work scope. The contractor shall additionally prepare and maintain all as-built information on CD(s) in AutoCAD Version 2020 or earlier. No other format will be acceptable. Drawings developed using a more current version of AutoCAD shall be saved as AutoCAD 2020 or earlier Drawings. All Drawings shall be complete, legible, and shall be capable of being opened and reviewed by Government personnel using AutoCAD 2020.

2. The Hard Copy drawings and the corresponding electronic (AutoCAD) drawings shall be reviewed by the Government for currency prior to all payment requests. One copy of the in-process working drawings and electronic drawings on CD shall be submitted to the Government at both the 30% and 70% actual construction completion levels. On completion of work and before final acceptance inspection, the contractor shall review the as-builts for neatness and legibility and correct or replace them as necessary to identify in bold red text, showing all variations or changes made to the construction design. The drawings shall be delivered to the CO, along with the final CD containing the electronic version of the drawings, and GIS data prior to requesting final payment. If a choice of materials and/or methods is permitted, the as-built drawings shall define the construction actually provided. Representation of such variations shall conform to standard drafting practice and include short supplementary notes, legends and details as required to fully describe the actual conditions.

Utilities shall be located using Survey Grade GPS for X, Y, and Z coordinates. Legibility and clear portrayal of the as-built construction and marked prints shall be subject to review and approval by the

CO.

3. GIS data must be provided for all external natural or manmade infrastructure (“walls-out”) details.

Exterior utility lines should be drawn in entirety, including between any tanks or other appurtenances and the main buildings or support structures. CAD will be used for internal facility (“walls-in”) features and detail drawings. Questions regarding data standards, quality and formats should be referred to the JBMDL Project Manager or GeoBase Office.

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b. GOVERNMENT FURNISHED MATERIALS

1. Prior to construction, the contractor will provide the GeoBase Office with coordinates of the North, South, Eastern and Western extents of the project area. Within 15 days or less GeoBase will return to the contractor an extract of the JBMDL Feature Geodatabase limited to those extents. JBMDL will not provide the full “fence to fence” extent of feature data unless given specific permission from the GeoBase Chief.

a. The JBMDL Feature Geodatabase shall not be construed as exact or complete, nor are all feature variations and attributes covered. The contractor shall be responsible for determining the exact conditions and locations at the site and building area. All existing field conditions shall be accounted for in all required shop drawings. Actual feature locations, elevations, status, and attributes take precedence over any provided in the JBMDL Feature Geodatabase extract.

2. The GeoBase office will also provide an empty simplified Feature Geodatabase shell and Data Dictionary detailing which attributes are requested to be completed to the best of the contractor’s ability.

a. Contractor shall update in the shell any existing located features affected by the construction, including demolished, removed, and abandoned-in-place features.

b. Contractor shall add to the shell any newly constructed or delineated features.

c. Contractor is not required to update any features unaffected by construction.

d. Contractor shall make all changes and updates in the shell, and shall not edit the original extract geodatabase.

c. GEOSPATIAL DATA REQUIREMENTS

1. Geographic Information Systems (GIS) Data and Maps

a. GIS data must include all features and attributes for the content described in the contract or task order work statement.

b. GIS data must be provided in an ESRI ArcGIS 10.6 file geodatabase (GDB) or earlier if using a more current version of ArcGIS, shall be saved as version 10.6

c. Maps must be provided in an ESRI ArcGIS 10.6 compatible map project (MXD) and Adobe Acrobat (PDF) formats.

d. Maps provided in deliverable should include as applicable:

• Existing Site Layout (Location of all surface features prior to construction)

• Site Demolition (Surface features demolished during construction)

• Final Site Layout (Location of all surface features upon project completion)

• Existing Utility Condition (Location of all utility features prior to construction

• Utility Demolition (Features removed or abandoned-in-place during construction)

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• Final Utility Condition (Location of all utility features upon completion)

e. Contractor will follow guidance provided in Data Dictionary and use provided domain values when available to complete all attributes in each feature class to greatest extent possible.

2. Computer-Aided Design (CAD) Drawings

a. All CAD drawings must comply with the latest version of the US Army Corps of Engineers, Engineer Research and Development Center (ERDC) Architectural, Engineering and Construction CAD Standard (A/E/C CAD Standard, ERDC/ITL TR-12-6); available at:

https://www.erdc.usace.army.mil/Media/Publication-Notices/Article/1942421/publication-notice-aec-computer-aided-design-cad-standard-release-61/

b. CAD drawings must be 2020 version or earlier and use a geo-referenced format, as described in “Coordinate Systems and Datums”.

c. X-referenced files may be used to assist in creating drawings, but in the final submission each drawing/file must stand on its own without the X-referenced files (X-refs “bound” to the master drawing). The final drawings must also be “purged” to remove unused objects.

d. A metadata layout tab (“Documentation”) must be included in every drawing, including the following: drawing index per discipline, any deviations, special notes, plotting instructions and explanations unique to the drawing. Include a brief description of work performed, name and contact information of the person and company or organization responsible, the date the data was entered and any applicable references (project name and number, work order number and description, etc.).

e. CAD drawings must be provided in AutoCAD (DWG) and Adobe Acrobat (PDF) formats.

3. CAD Drawings Revision Guidelines

The Contract Drawings may be used as a starting point in developing these As-Built Drawings.

Subcontractor and manufacturer drawings may be included in this drawing package. During Construction, the contractor will use the Government Furnished Materials to make revisions (changes, additions or deletions) reflecting as-built conditions. Revisions will include markups of the Working Hardcopy Drawings as well as edits to the Working CAD Drawings. Revisions to the working drawings will include, but not be limited to, the following list:

a. Field changes

• Contractor redlines shall document and reference to all field changes made during construction. Drawings shall cloud all field changes and make reference to the RFI associated with field change.

b. Demolition plans:

• Clearly outline the extents of demolished structures and buildings.

• Show demolished pavements, road and parking areas, curbs and gutters and airfield pavements.

• Identify all the abandoned and demolished utility lines.

• Provide x, y, and z coordinates for the disconnect points, plugs, grouts, etc.

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• Clearly differentiate whether the utility has been abandoned or completely removed.

• Show the entire run of the abandoned or removed line.

c. Drainage and Grading plans

• Show correct grade, elevations, cross-section, or alignment of roads, earthwork, structures or utilities if revised from the Contract Plans.

• how materials, diameters, slopes, cross-sections, invert and access point elevations for all constructed hydraulic structures designed for the purpose of stormwater runoff conveyance.

• The x, y, and z coordinate information must be provided for all the bends, access points, inlets, drywells, outfalls, overflow structures, junction points and underground storage structures.

d. Site plan

• Show x, y, and z coordinates for the benchmark and site benchmark and the coordinate system used.

• Show all changes to the site plan to include the realignment of roads, sidewalks, trails, and airfield pavements.

• Provide the x, y, and z coordinates for all the constructed buildings, pads, and structures.

e. Utility plan

• The actual location of existing and new sub-surface utility lines including all valves, fire hydrants, pipe fittings, service connections, appurtenances. manholes, cleanouts, drain inlets splice boxes, transformers, generators, cables, conduits/ducts, etc. using the x, y, and z coordinates.

• The location of unusual or uncharted obstructions that are encountered in the contract work area during construction.

• Location, extent, thickness, and size of stone protection particularly where it will be normally submerged by water.

• Changes in the design, dimensions, specifications or location of project features and equipment.

• Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the contractor, including but not limited to, fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

• Contractor shall record all the diameters and material of all utilities that are exposed during construction.

f. Electrical (including Fire Alarm systems)

• Schematic (Elementary) Diagrams: This shall include, but not be limited to, complete

00 22 13 Page 11 of 23 schematics including items furnished by others for this contract.

• Wiring (Connection) Diagrams: These shall be included for all prewired equipment furnished under this contract.

• Interconnection Diagrams: These shall include all interconnections to be furnished under this contract.

• Conduit and Cable Schedules: These shall include all conduit and cable furnished under this contract.

• Dimension of Outline Drawings: These shall include all equipment furnished under this contract.

• Power and Lighting Layout Drawings: These shall include all conduits and wiring furnished under this contract.

g. Mechanical (including Fire Protection systems)

• Provide plan drawings showing all ductwork, piping, valve, dampers and any other features within the distribution systems. These drawings should include demolition drawings and separate new construction drawings. The drawings should clearly show where existing systems connect into the newly installed systems.

• Provide equipment schedules showing all provided equipment with manufacturer provided details.

• Provide detail drawings showing all components and connections as constructed under this contract.

• Provide controls diagrams, points lists and sequence of operations for all controls installed under this contract.

h. General

• Systems designed or enhanced by the contractor, such as HVAC controls, fire alarm, fire sprinkler, irrigation systems, etc.

• If borrow material for this project is from sources on Government property, or if Government property is used as a spoil area, the contractor shall furnish a contour map of the final borrow pit/spoil area elevations.

• Layout and schematic drawings of electrical circuits and piping.

• Where a choice in material or equipment is allowed, indicate what material/equipment was actually installed.

• Correct dimensions and details transferred from shop and red line drawings.

• Changes or modifications that result from the final inspection.

• Assist PM by providing quantities and costs for specific work elements or features for DD1354 preparation during construction and project closeout.

4. Coordinate Systems and Datums

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All geospatial data (GIS and CAD) must be provided using the NJ State Plane Coordinate System (FIPS 2900) projection, US Survey Feet; North American Datum 1983 (NAD83) (horizontal control);

North American Vertical Datum 1988 (NAVD 1988) (vertical control).

5. As-Built Survey Methods and Details

a. Survey/Map Grade Positioning systems (e.g., GPS, GNSS, etc.) or comparable traditional survey methods may be used to collect geospatial data (e.g., northing, easting, and elevations above or below the Earth’s surface) for all activities where geospatial data is involved. The systems/methods must be selected to meet or exceed the accuracy requirements of the features being collected.

b. Traditional surveys must be accomplished by a Surveyor licensed in the State of New Jersey.

c. All survey data collected must be provided to the Government in a digital format with an attached Survey Report identifying the survey method, equipment list, calibration documentation, survey layout, description of control points, control diagrams, and field survey data.

d. Survey data must be obtained at the time of construction and prior to burial, in the case of underground utilities. Surveys must include all infrastructure details; including, but not limited to pipe/cable/conduit alignment, location of all connections, valves, bends, structures and other appurtenances to include invert elevations, grate and/or rim elevations, top and bottom of curb.

Data on the location of utility lines must be captured at a minimum every 50ft and at each turn or bend in a utility line.

e. Surveys must also provide the location of any other underground or above ground structures, utilities, or other items encountered during the construction.

6. Accuracy Requirements and Reporting

a. Geospatial data must comply with the accuracy testing and reporting requirements specified in the National Standard for Spatial Data Accuracy (NSSDA, FGDC-STD-007.3-1998). “Compiled to meet” and legacy National Map Accuracy Standards (NMAS) statements will not be accepted:

only data with the NSSDA assessment will be accepted. Report accuracy at the 95% confidence level, for data tested for both horizontal and vertical accuracy, as:

• “Tested ____ (meters, feet) horizontal accuracy at 95% confidence level

• ____ (meters, feet) vertical accuracy at 95% confidence level”

b. Geo-Spatial accuracy must meet or exceed GeoBase requirements (found in the AF Adaptation Data Dictionary) and that of the New Jersey Underground Facility Protection Act (N.J.S.A. 48:2- 73 et seq).

c. A quality control (QC) report must be provided, stating either that all inconsistencies in the data were corrected, or it must detail any remaining errors by case.

d. No deviations from these standards will be permitted without prior written approval by the Government. Questions regarding data standards, quality and formats should be referred to the JBMDL Project Manager or GeoBase Office.

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14. DESIGN REQUIREMENTS

a. The Contractor is responsible for detailed design and shop drawings necessary for fabrication of materials or structures and installation of those materials and/or structures as set forth in each individual task order/work order.

b. Contractor shall engage the services of a Professional Engineer licensed to do work in the State Of New Jersey for any detail design work required.

c. Contractor to submit shop drawings detailing final construction plans and associated details based on manufacturer’s requirements and the results of any field explorations and/or survey. Submittals shall be provided for review prior to fabrication and as specified elsewhere in the contract documents.

d. It shall be the Contractor’s responsibility to provide all submittals in a timely fashion. The Government shall have a minimum of 30 work days to review and return any and all submittals, to include re-submittals. Contractor shall plan all activities associated with the execution of the tasks under this contract and any work order/task order accordingly.

15. TRAFFIC CONTROL

Work performed under this contract could be accomplished on both well-traveled and semi traveled streets and major roads, throughout the base, to include training areas, and in or around buildings and other training and base facilities. Where it is necessary to close, either partially or completely, roads or other facilities during conduct of the work, Contractor shall identify such areas in their proposal. A minimum of 21 working days prior to the start of any full or partial closure, Contractor shall provide a traffic control plan to include a site map as well as an updated project schedule for approval. A minimum of 10 working days prior to the start of any full or partial closure, Contractor shall post appropriate signage identifying the road closure or change to traffic patterns, the dates of the closure/traffic pattern change, and identifying the detour route;, The traffic safety, control and detail plan, shall provide and install as a minimum, all required safety warning signs, traffic control signage, such as detour and construction ahead signs, and flag person if required with radio communication for traffic control as specified in the approved traffic control submittal. Traffic control efforts shall also meet the requirements of Specification Section 01 50 00.

16. LOAD HANDLING EQUIPMENT PROCESS

Load Handling Equipment (LHE)

Equip cranes and derricks as specified in EM 385-1-1, Section 16.

Submit to the Government Project manager / QAR/ COR 60 working days in advance of any LHE entering the activity, in accordance with EM 385-1-1, Section 16.A.02, so that necessary quality assurance spot checks, and Airfield Crane Waiver can be coordinated. Include in the submission all crane and operator certificates and details, as well as the expected height of the boom and the GPS coordinates of the expected crane position during use. Contractor's operator must remain with the crane during the spot check. Rigging gear must comply with OSHA, ASME B30.9 Standards safety standards.

Comply with the LHE manufacturer's specifications and limitations for erection and operation of cranes

00 22 13 Page 14 of 23 and hoists used in support of the work. Perform erection under the supervision of a designated person (as defined in ASME B30.5). Perform all testing in accordance with the manufacturer's recommended procedures.

Comply with ASME B30.5 for mobile and locomotive cranes, ASME B30.22 for articulating boom cranes, ASME B30.3 for construction tower cranes, ASME B30.8 for floating cranes and floating derricks, ASME B30.9 for slings, ASME B30.20 for below the hook lifting devices and ASME B30.26 for rigging hardware.

Under no circumstance must a Contractor make a lift at or above 90 percent of the cranes rated capacity in any configuration.

When operating in the vicinity of overhead transmission lines, operators and riggers must be alert to this special hazard and follow the requirements of EM 385-1-1 Section 11, and ASME B30.5 or ASME B30.22 as applicable.

Do not use crane suspended personnel work platforms (baskets) unless the Contractor proves that using any other access to the work location would provide a greater hazard to the workers or is impossible.

Do not lift personnel with a line hoist or friction crane. Additionally, submit a specific AHA for this work to the Contracting Officer. Ensure the activity and AHA are thoroughly reviewed by all involved personnel.

Inspect, maintain, and recharge portable fire extinguishers as specified in NFPA 10, Standard for Portable Fire Extinguishers.

All employees must keep clear of loads about to be lifted and of suspended loads. Use cribbing when performing lifts on outriggers.

The crane hook/block must be positioned directly over the load. Side loading of the crane is prohibited.

A physical barricade must be positioned to prevent personnel access where accessible areas of the LHE's rotating superstructure poses a risk of striking, pinching or crushing personnel.

Maintain inspection records in accordance by EM 385-1-1, Section 16.D, including shift, monthly, and annual inspections, the signature of the person performing the inspection, and the serial number or other identifier of the LHE that was inspected. Records must be available for review by the Contracting Officer.

Maintain written reports of operational and load testing in accordance with EM 385-1-1, Section 16.F, listing the load test procedures used along with any repairs or alterations performed on the LHE. Reports must be available for review by the Contracting Officer.

Certify that all LHE operators have been trained in proper use of all safety devices (e.g. anti-two block devices).

Take steps to ensure that wind speed does not contribute to loss of control of the load during lifting operations. At wind speeds greater than 9 m/s 20 mph, the operator, rigger and lift supervisor must cease all crane operations, evaluate conditions and determine if the lift may proceed. Base the determination to proceed or not on wind calculations per the manufacturer and a reduction in LHE rated capacity if applicable. Include this maximum wind speed determination as part of the activity hazard analysis plan for that operation.

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17. UTILITY OUTAGE REQUESTS AND UTILITY CONNECTION REQUESTS.

Notify the Contracting Officer at least 72 hours prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.

a. The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed, but indicated in locations to be traversed by piping, ducts, and other work to be installed. Contractor to verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made. All location data shall be provided to Contracting Officer for use in updating installation maps.

b. Work shall be scheduled to hold outages and impacts on base operations to a minimum.

c. Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government. Outage requests shall be submitted to the Government Project Manager / QAR / COR 20 working days in advance of the requested outage date/time. The submission shall include the project SOW, drawings, and an updated schedule. Depending on the nature and impact of the outage, outages, may, at the Government’s discretion, be scheduled outside the regular working hours or on weekends.

d. Contracting Officer may permit utility outages/shut downs/tie-ins as required by the work and shall be coordinated with each agency and/or organization impacted by the outage. In no case shall outages be scheduled in a way that will adversely impact on-going mission/operational requirements. Contractor shall be prepared to perform work that requires outages during low activity and/or off-duty times such as weekends or evenings at no additional cost to the government.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours. Contractor shall make requests for utility outages and connections in writing to the impacted agency or utility, copy to the Contracting Officer, at least 21 working days in advance of the time required or as required by the impacted agency, whichever notification requirement is longer. Each request shall state the system involved, area involved and/or facilities impacted, approximate duration of outage, and the nature of work involved. Utility outages and road closures shall be indicated in the project schedule with the activity they are associated with.

18. BORROW, EXCAVATION, SOIL DISTURBANCE, WELDING AND BURNING PERMITS.

a. All applications for permits shall be coordinated with the respective agency or regulatory authority. Contractor shall be responsible for submitting required permits in a timely fashion.

No allowance for delay shall be made due to the Contractor not diligently submitting permits as directed by the appropriate authority.

b. Where required, Permits shall be posted at a conspicuous location in the construction area and/or located on site and available for inspection by the Contracting Officer, Contracting Officer’s Representatives and any other agency or regulatory authorities in accordance with that authority’s requirements.

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c. The Contractor shall comply with the most currant editions of the National Fire Protection Codes, Installation Fire Prevention Standard, Army Regulation 420-90, Safety Regulations, USACE Manual 385-1-1 and all applicable OSHA Standards. All open flame/hot work or disconnection of fire protection alarms or suppression systems require prior approval of the Fire Prevention Bureau at 609-562-5484/3351/6430. Any disconnection, connection, or installation of fire protection alarms or suppression systems shall require an acceptance test performed by the Contractor and witnessed by the Fire Prevention Bureau. All fire alarm system components, including all smoke and heat detectors, shall be protected from dirt, dust and damage during demolition and construction.

d. Disposal of debris, trash and/or rubbish shall be the responsibility of the Contractor and shall be done in strict compliance with Federal, State and Local requirements.

19. LOCATION OF UNDERGROUND UTILITIES.

The AF Form 103 Base Civil Engineering Work Clearance Request ~ Digging Permit (see attached AF Form 103) is used for any JB MDL Contractor work that may disrupt aircraft or vehicular traffic flow, base utility services, base communication cables, protection provided by fire and intrusion alarm systems, or routine activities of the installation. This form is used to coordinate the required work with key base activities and keep customer inconvenience to a minimum. It is also used to identify potentially hazardous work conditions and prevent accidents. The Work Clearance Request is initiated by the Contractor through the QAR at least ten (21 working days) days prior to the start of work. If work delays are encountered, and/or the conditions at the job site change (or may have changed) the Work Clearance Request must be re-processed. Contractor shall coordinate and obtain all utility mark outs prior to starting work on all projects on JB MDL.

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