CURZ 182311 PROJECT MANUAL 2018 Base Pavement Repairs.pdf

PROJECT MANUAL

2018 Base Pavement Repairs

22 JUNE 2018

VERMONT AIR NATIONAL GUARD

BURLINGTON, VERMONT

158 CES/CEC VTANG

Burlington, VT 05401

(802) 660 – 5327

THIS PAGE INTENTIONALLY LEFT BLANK

2018 BASE PAVEMENT REPAIRS TABLE OF CONTENTS

Vermont Air National Guard Page 1 of 2

VTANG June 2018

TABLE OF CONTENTS

TABLE OF CONTENTS

SECTION 01010 - SUMMARY OF WORK

SECTION 01030 - OPTIONS

SECTION 01040 - COORDINATION

SECTION 01050 - FIELD ENGINEERING

SECTION 01200 - SUBMITTALS

SECTION 01600 - MATERIALS AND EQUIPMENT

SECTION 01700 - PROJECT CLOSEOUT

SECTION 01732 - SELECTIVE DEMOLITION

SECTION 01740 - WARRANTIES

SECTION 02215 - SUBGRADE PREPARATION

SECTION 09915 - AIRFIELD PAVEMENT MARKINGS

2018 BASE PAVEMENT REPAIRS TABLE OF CONTENTS

Vermont Air National Guard Page 2 of 2

2018 BASE PAVEMENT REPAIRS SUMMARY OF WORK

Vermont Air National Guard Section 01010 - Page 1 of 3

SECTION 01010 - SUMMARY OF WORK

Part 1 GENERAL

1.2. RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including other Division - 1 Specification Sections, apply to this Section.

1.3. PROJECT DESCRIPTION

A. The project will be located at the Vermont Air National Guard Base, Burlington International Airport in Burlington, Vermont as shown on drawings and specifications prepared by the Vermont Air National Guard. During this project, the contractor will make every effort to control FOD during work. All of the work in the Base Bid shall be complete within 60 days of the NTP. If any of the Bid Options are executed, the contractor will be given an additional 14 days to the Period of Performance to complete all work. All work in the project shall be coordinated and scheduled with the COR at all times during the project.

1 Base Pavement Repairs a Bituminous pavement crack sealing for 5 work days on areas directed by COR.

b Asphalt repairs for (1) +/- 2 SF pothole repair as shown on the drawings.

c Repainting of identified existing base road and parking lot markings, to include approximately 19,680 LF of various width line striping, and 42 handicap signs/letters/arrows/ as shown on the drawings.

NOTE: Glass beads will be added to all YELLOW road centerline markings and to all WHITE pedestrian crosswalk markings .

B. Furnish all labor, material, equipment and services necessary to construct the project. All work must be in accordance with the Construction Documents.

C. The Contracting Officer has sole authority for decisions that may affect schedule or budget.

1.4. WORK SEQUENCE

A. The base Pavement Repairs will be conducted to provide the least possible interference to Base activities.

B. The Owner has no obligation to organize the Drawings and Specifications in a manner that facilitates Subcontracting. The Prime Contractor is responsible for accomplishing the entire scope of work.

1.5. CONTRACTOR USE OF PREMISES

A. General: Limit use of the premises to construction activities in areas indicated.

1 Confine operations to areas within Contract limits indicated. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed.

2 Keep driveways and entrances serving the premises clear and available to the Owner and the Owner's employees at all times. Do not use these areas for parking or storage of

Vermont Air National Guard Section 01010 - Page 2 of 3 materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

3 Allow for Owner occupancy of the existing buildings as defined by the phasing requirements. Coordinate all work with VTANG to minimize disruption to on-going operations.

B. Regular work hours on the Base are from 7:00 AM to 4:30 PM, Monday through Friday. Work outside of this time must be approved in advance by the Contracting Officer.

C. No work is permitted on the Base on the following holidays, as observed by the Federal Government.

New Year's Day Columbus Day

President's Day Thanksgiving Day

Martin Luther King Day Christmas Day

Memorial Day Veteran's Day

July 4th Labor Day

D. Due to heightened national security concerns, all Contractor personnel must consent to having a

National Crime Information Check. Personnel determined unsuitable for unescorted access to the Base will not be allowed to work on the premises. All Contractor personnel will be required to wear badges.

1 All Contractor personnel will be briefed regarding security procedures prior to being issued an unescorted badge.

2 To the greatest extent possible, all deliveries of materials will be pre-announced. Smaller deliveries should be made to the Contractor’s Shop and materials brought to the job site in Contractor vehicles. The Contractor will not be allowed to receive US mail on Base.

3 There may be times of heightened security when the Contractors are asked to leave the Base.

This request should come from the Contracting Officer’s Representative, Wing Commander, or Security Officer. If such a request is made, the Contractor is asked to cooperate fully. The Contracting Officer is to be notified as soon as possible after such notification.

1.6. OWNER-FURNISHED ITEMS

A. Restricted Area Sign templates.

1.7. BID PACKAGES

A. The Contracting Officer will provide further instruction regarding bids.

Part 2 PRODUCTS

2.2. Not used

Part 3 EXECUTION

3.2. Not used

Vermont Air National Guard Section 01010 - Page 3 of 3

END OF SECTION 01010

2018 BASE PAVEMENT REPAIRS OPTIONS

Vermont Air National Guard SECTION 01030 - Page 1 of 3

SECTION 01030 – OPTIONS

1.1. RELATED DOCUMENTS

A Drawings and general provisions of Contract, including other Division - 1 Specification Sections,

1.2. SUMMARY

A General: The requirements of this Section are of a procedural and administrative nature relative to Options. The Contractor’s attention is directed to the solicitation package for specific “Options” procedures and requirements that apply to this project.

B Definition: An option is an amount proposed by Bidders and stated on the Bid Form for certain construction activities defined in the bidding requirements that may be added to or deleted from the base bid amount if the Owner decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems or installation methods described in the Contract Documents.

C Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted option is complete and fully integrated into the project.

D Notification: Contracting Officer will indicate whether options have been accepted, rejected or deferred for consideration prior to signing of the Contract.

E Schedule: Specifications Sections and Details referenced in the “Description of Options” contain requirements for materials and methods necessary to achieve the Work described under each option.

1 Include as part of each option, miscellaneous devices, accessory objects and similar items incidental to or required for a complete installation whether or not mentioned as part of the option.

2 Include as part of each option, all costs of related coordination, modification or adjustment of adjacent and related Work.

2.1. (Not applicable)

3.1. DESCRIPTION OF OPTIONS

A Base Pavement Repairs

1 Bid Option #1 – Repaint approximately 3,620 LF of existing 4” yellow line striping and (2) existing Handicap parking symbols in area delineated on the drawings.

2 Bid Option #2 – Repaint approximately 4,774 LF of existing 4” yellow line striping in area delineated on the drawings.

Vermont Air National Guard SECTION 01030 - Page 2 of 3

3 Bid Option #3 – Repaint approximately 865LF of existing 4” yellow line striping and (3) existing 12” Letters in area delineated on the drawings.

4 Bid Option #4 – Conduct (2) additional days of bituminous pavement crack sealing on pavement areas directed by COR.

END OF SECTION 01030

Vermont Air National Guard SECTION 01030 - Page 3 of 3

2018 BASE PAVEMENT REPAIRS COORDINATION

Vermont Air National Guard Section 01040 - Page 1 of 4

SECTION 01040 - COORDINATION

A This Section includes administrative and supervisory requirements necessary for coordinating construction operations including, but not necessarily limited to, the following:

1 Coordination.

2 Administrative and supervisory personnel.

3 General installation provisions.

4 Cleaning and protection.

5 Governing Regulations/Authorities.

B Progress meetings are included in Section 01201 “Project Meetings”.

1.3. COORDINATION

A Coordinate construction operations included in various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections that depend on each other for proper installation, connection, and operation.

1 Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results.

2 Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service, and repair.

3 Make adequate provisions to accommodate items scheduled for later installation.

B Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and assure orderly progress of the Work. Such administrative activities may include, but are not limited to, the following:

1 Preparation of schedules.

2 Installation and removal of temporary facilities.

3 Delivery and processing of submittals.

4 Progress meetings.

5 Project close-out activities.

C Provide full-time superintendent on site to manage and coordinate construction activities.

Vermont Air National Guard Section 01040 - Page 2 of 4

1.4. SUBMITTALS

A General: Submit the following in accordance with Conditions of Contract and Division Section 01200 “Submittals”:

1 Staff Names: Within 7 days acknowledgement of Notice to Proceed, submit a list of the

Contractor’s principal staff assignments, including the Superintendent and other personnel in attendance at the site, identify individuals and their duties and responsibilities; list their addresses, telephone numbers and email addresses.

2.1. Not used

3.1. GENERAL COORDINATION PROVISIONS

A Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner. For all work located on the flight line of the installation, a pre and post inspection of the construction limits shall be coordinated with the COR and Base OPS. Please schedule the pre inspection with the COR and Base OPS before any work can begin and a post inspection before final acceptance can be granted.

B Manufacturer’s Instructions: Comply with manufacturer’s installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents.

C Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items.

D Recheck measurements and dimensions, before starting each installation.

E Install each component during weather conditions and Project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration.

F Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.

Vermont Air National Guard Section 01040 - Page 3 of 4

3.2. CLEANING AND PROTECTION

A During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration until Project Acceptance.

B Clean and maintain completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damaging effects.

C Limiting Exposures: Supervise construction operations to assure that no part of the construction completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following:

1 Water or ice.

2 Heavy traffic.

3 Unusual wear or other misuse.

4 Improper shipping or handling.

END OF SECTION 01040

Vermont Air National Guard Section 01040 - Page 4 of 4

2018 BASE PAVEMENT REPAIRS FIELD ENGINEERING

Vermont Air National Guard Section 01050 - Page 1 of 1

SECTION 01050 - FIELD ENGINEERING

A General: This Section specifies administrative and procedural requirements for field engineering services.

2.1. Not Used

3.1. EXAMINATION

A Verify layout information shown on the drawings, in relation to the property survey and existing benchmarks before proceeding to layout the work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during construction.

1 Do not change or relocate benchmarks or control points without prior written approval.

Promptly report lost or destroyed reference points, or requirements to relocate reference points because of necessary changes in grades or locations.

2 Promptly replace lost or destroyed project control points. Base replacements on the original survey control points.

B Existing utilities and equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning site work, investigate and verify the existence and location of all underground utilities and other construction.

1 Maintain utility markings throughout the project.

3.2. PERFORMANCE

A Site Improvements: Locate and lay out site improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes and invert elevations by instrumentation and similar appropriate means.

B Existing Utilities: Furnish information necessary to adjust, move or relocate existing structures, utility poles, lines, services or other appurtenances located in, or affected by construction.

Coordinate with Contracting Officer’s Representative.

END OF SECTION 01050

2018 BASE PAVEMENT REPAIRS SUBMITTALS

Vermont Air National Guard Section 01200 - Page 1 of 8

SECTION 01200 - SUBMITTALS

A This Section specifies administrative and procedural requirements for submittals required for performance of the Work, including:

1 Contractor’s construction schedules.

2 Submittal schedule.

3 Shop Drawings.

4 Product Data.

5 Samples.

B Inspection and test reports are included in Section 01400 "Quality Control Services."

1.3. DEFINITIONS

A Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule, consume time and resources.

1 Critical activities are activities on the critical path. They must start and finish on the planned early start and finish times.

2 Predecessor activity is an activity that must be completed before a given activity can be started.

B CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.

C Critical Path: The longest continuous chain of activities through the network schedule that establishes the minimum overall Project duration and contains no float.

D Event: The starting or ending point of an activity.

E Float: The measure of leeway in starting and completing an activity.

1 Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.

2 Free float is the amount of time an activity can be delayed without adversely affecting the early start of the following activity.

3 Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

Vermont Air National Guard Section 01200 - Page 2 of 8

F Major Area: A story of construction, a separate building, or a similar significant construction element.

G Milestone: A key or critical point in time for reference or measurement.

H Network Diagram: A graphic diagram of a network schedule, showing activities and activity relationships.

1.4. SUBMITTAL PROCEDURES

A Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. Use Air Force Form 3000 for all submittals.

1 Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals and related activities that require sequential activity.

2 Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination.

a The Contracting Officer and Engineer reserve the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

3 Submit a minimum of six copies of all submittals to the Contracting Officer for review and processing. Three copies will be retained; the remaining will be forwarded to the Contractor.

4 Processing: Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals, including time for re-submittal.

a Allow four weeks for initial review. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. The Contracting Officer will promptly advise the Contractor when a submittal being processed must be delayed for coordination.

b If an intermediate submittal is necessary, process the same as the initial submittal.

c Allow three weeks for reprocessing each submittal.

d No extension of Contract Time will be authorized because of failure to transmit submittals to the Contracting Officer sufficiently in advance of the Work to permit processing.

B Submittal Preparation: Place a permanent label or title block on each submittal for identification.

Indicate the name of the entity that prepared each submittal on the label or title block. Use Air Force Form 3000 for all submittals.

1 All submittals shall bear a stamp that indicates the Contractor has reviewed the submittal for completeness and compliance with the specifications. Stamp shall include Contractor’s name and signature, project title and date.

Vermont Air National Guard Section 01200 - Page 3 of 8

1.5. CONTRACTOR'S CONSTRUCTION SCHEDULE

A Progress Schedule and Progress Reports: Prepare a fully developed construction schedule and update periodically throughout construction.

1 The Contractor’s proposed schedule (AF Form 3064) (see attached sample), must be accomplished five (5) days after commencement of work. The Progress Schedule will indicate the order in which the Contractor proposes to carry on the work, the date on which he will start the work elements and the contemplated dates for completing the project.

2 The schedule shall be in the form of a progress chart of suitable scale to indicate appropriately the percentage of work scheduled for completion at any time. (Instructions for completing the AF Form 3064 are contained on the reverse of the form.)

3 The Schedules will include time for a Final Inspection and correction of any “Punch List” items which might be discovered during the Final Inspection.

4 Monthly Progress Reports (AF Form 3065) (see attached sample), reflecting work elements and percentages as shown on the approved schedule, will be furnished to the Contractor for submittal through the Base Civil Engineer to the Contracting Officer. These Monthly Progress Reports will be due on the 1st of each month.

5 Progress Payments will be based on amounts completed and materials stored on government property, as verified by the Base Civil Engineer and substantiating documentation.

6 Revise the schedule after each meeting, event or activity where revisions have been recognized or made. Promptly issue the updated schedule.

B Contractor’s Construction Schedule: Submit fully developed CPM Type Construction Schedule within 7 days of Notice to Proceed, large enough to show entire schedule for entire construction period. Submit CPM schedule in format compatible with Microsoft\Project software.

C CPM Reports: Concurrent with CPM schedule, submit one (1) printed color copies of each of the following computer-generated reports. Format for each activity in reports shall contain activity number, activity description, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float.

1 Activity Report: List of all activities sorted by activity number and then early start date, or actual start date if known.

2 Logic Report: List of preceding and succeeding activities for all activities, sorted in ascending order by activity number and then early start date, or actual start date if known.

3 Total Float Report: List of all activities sorted in ascending order to total float.

D Work Stages: Indicate important stages of construction for each major portion of the Work including testing and installation.

E Distribution: Following response to the initial submittal, revise schedule, print and distribute copies to the Engineer, Owner, Subcontractors, and other parties required to comply with scheduled dates. Post copies in the Project meeting room and temporary field office.

1 When revisions are made, distribute to the same parties and post in the same locations.

Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities.

F Schedule Updating: Revise the schedule after each meeting or activity, where revisions have been recognized or made. Submit the updated schedule to the Engineer so it can be issued concurrently with report of each meeting.

Vermont Air National Guard Section 01200 - Page 4 of 8

1.6. SUBMITTAL SCHEDULE

A After development and acceptance of the progress schedule and Contractor’s construction schedule, prepare a complete schedule of submittals. Submit the schedule within 7 days of the date required for establishment of the Contractor’s construction schedule.

1 Coordinate submittal schedule with the list of subcontracts, schedule of values and the list of products as well as the Contractor’s construction schedule.

2 Prepare the schedule in chronological order; include submittals required during the first 90 days of construction. Provide the following information:

a Scheduled date for the first submittal.

b Related Section number.

c Submittal category.

d Name of Subcontractor.

e Description of the part of the Work covered.

f Scheduled date for re-submittal g Scheduled date for the Engineer's final release or approval.

B Distribution: Following response to initial submittal, print and distribute copies to the Engineer, Contracting Officer, Subcontractors, and other parties required to comply with submittal dates indicated. Post copies in the Project meeting room and field office.

1 When revisions are made, distribute to the same parties and post in the same locations.

Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities.

C Schedule Updating: Revise the schedule after each meeting or activity, where revisions have been recognized or made. Issue the updated schedule concurrently with report of each meeting.

1.7. PRODUCT DATA

A Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed information such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams and performance curves.

1 Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products, some of which are not required, mark copies to indicate the applicable information. Include the following information:

a Manufacturer's printed recommendations.

b Compliance with recognized trade association standards.

c Compliance with recognized testing agency standards.

d Application of testing agency labels and seals.

e Notation of dimensions verified by field measurement.

f Notation of coordination requirements.

2 Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed.

3 Submittals: Submit a minimum of one digital copy of each required submittal.

Vermont Air National Guard Section 01200 - Page 5 of 8 a Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal.

4 Distribution: Furnish copies of final submittal to installers, Subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities.

Show distribution on transmittal forms.

a Do not proceed with installation until an applicable copy of Product Data is in the installer's possession.

b Do not permit use of unmarked copies of Product Data in connection with construction.

1.8. ENGINEER'S ACTION

A Except for submittals for record, information or similar purposes, where action and return is required or requested, the Engineer will review each submittal, mark to indicate action taken, and return to Contracting Officer for approval.

1 Compliance with specified characteristics is the Contractor’s responsibility.

B Action Stamp: The Engineer will stamp each submittal with a uniform, self-explanatory action stamp. The stamp will be appropriately marked, as follows, to indicate the action taken:

1 Final Unrestricted Release: Where submittals are marked "No Exception Taken," that part of the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents; final acceptance will depend upon that compliance.

2 Final-But-Restricted Release: When submittals are marked "Furnish as Corrected," that part of the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract Documents; final acceptance will depend on that compliance.

3 Returned for Re-submittal: When submittal is marked "Revise and Resubmit," do not proceed with that part of the Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal in accordance with the notations; resubmit without delay. Repeat if necessary to obtain a different action mark.

a Do not permit submittals marked "Revise and Resubmit" to be used at the Project site, or elsewhere where Work is in progress.

4 Other Action: Where a submittal is primarily for information or record purposes, special processing or other activity, the submittal will be returned, marked "Action Not Required".

2.1. CONTRACTOR’S CONSTRUCTION SCHEDULE, GENERAL

A Time Frame: Extend schedule from date established for commencement of the Work to date of Final Completion.

Vermont Air National Guard Section 01200 - Page 6 of 8

1 Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

B Activities: Treat each separate area as a separate numbered activity for each principle element of the Work. Comply with the following:

1 Activity Duration: Define activities so no activity is longer than 30 days, unless specifically allowed by Contracting Officer.

2 Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule.

Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3 Submittal Review Time: Include review and re-submittal times indicated in paragraph 1.4 “Submittal Procedures” in schedule. Coordinate submittal review times in Contractor’s Construction Schedule with Submittals Schedule.

4 Startup and Testing Time: Include not less than 7 days for startup and testing.

C Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1 Phasing: Arrange list of activities on schedule by phase.

2 Work under More Than One Contract: Include a separate activity for each Contract.

3 Work by Owner: Include a separate activity for each portion of the Work performed by

Owner.

4 Work Restrictions: Show the effect of the following items on the schedule:

a Coordination with existing construction.

b Limitations of continued occupancies.

c Uninterruptible services.

5 Work Stages: Indicate important stages of construction for each major portion of the Work including, but not limited to, the following:

a Subcontract awards.

b Submittals.

c Purchases.

d Deliveries.

e Installation.

f Tests and inspections.

g Curing.

2.2. CONTRACTOR’S CONSTRUCTION SCHEDULE (CPM SCHEDULE)

A General: Prepare network diagrams using AON (activity-on-node) format.

B Preliminary Network Diagram: Submit diagram within seven (7) days of date of the acknowledgement of the Notice to Proceed. Outline significant construction activities for the first sixty (60) days of construction. Include skeleton diagram for the remainder of the Work.

Vermont Air National Guard Section 01200 - Page 7 of 8

C CPM Schedule: Prepare Contractor’s Construction Schedule using a CPM network analysis diagram.

1 Develop network diagram in sufficient time to submit CPM schedule so it can be accepted for use no later than thirty (30) days after date established for commencement of the Work/the Notice to Proceed/the Notice of Award.

2 Establish procedures for monitoring and updating CPM schedule and for reporting progress.

Coordinate procedures with progress meetings and payment request dates. CPM will not be used as a basis for payment.

3 Use “one workday” as the unit of time.

4 Submit CPM schedule in format compatible with Microsoft Project software.

D CPM Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the preliminary network diagram, prepare a skeleton network to identify probable critical paths.

1 Activities: Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Include estimated time frames for the following activities.

a Preparation and processing of submittals.

b Purchase of material.

c Delivery.

d Fabrication.

e Installation.

2 Processing: Process data to produce output data or a computer-drawn, time-scaled network.

Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time.

3 Format: Mark the critical path. Locate the critical path near center of network; locate paths with most float near the edges.

a Sub-networks on separate sheets are permissible for activities clearly off the critical path.

E Initial Issue of Schedule: Prepare initial network diagram from a list of straight “early start-total float” sort. Identify critical activities. Prepare tabulated reports showing the following:

1 Contractor or Subcontractor and the Work or activity.

2 Description of activity.

3 Principal events of activity.

4 Immediate preceding and succeeding activities.

5 Early and late start dates.

6 Early and late finish dates.

7 Activity duration in workdays 8 Total float or slack time.

9 Average size of workforce.

10 Dollar value of activity (coordinated with the Schedule of Values).

F Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing the following:

Vermont Air National Guard Section 01200 - Page 8 of 8

1 Identification of activities that have changed.

2 Changes in early and late start dates.

3 Changes in early and late finish dates.

4 Changes in activity durations in workdays.

5 Changes in the critical path.

6 Changes in total float or slack time.

7 Changes in the Contract Time.

3.1. SUBMITTAL SCHEDULE

A Refer to Part 1, Section "Submittals" for specific requirements of each specification section.

Submittals include, but are not limited to the following:

1 01040 Coordination a Staff list.

2 01300 Submittals a Submittal schedule.

b Contractor’s construction schedule.

3 01400 Quality Control Services a Certified test and inspection reports.

4 01700 Project Closeout a Miscellaneous record submittals.

5 01732 Selective Demolition a Schedule of selective demolition activities.

6 01740 Warranties a Written warranties.

b Special warranties.

END OF SECTION 01200

2018 BASE PAVEMENT REPAIRS MATERIALS AND EQUIPMENT

Vermont Air National Guard Section 01600 - Page 1 of 4

SECTION 01600 - MATERIALS AND EQUIPMENT

A This Section specifies administrative and procedural requirements governing the Contractor’s selection of products for use in the Project. It also includes provisions for handling any hazardous waste that may be involved in the construction of the project.

B Standards: Refer to Section “Definitions and Standards” for applicability of industry standards to products specified.

A Definitions used in this Article are not intended to change the meaning of other terms used in the Contract Documents, such as "specialties," "systems," "structure," "finishes," "accessories," and similar terms. Such terms are self-explanatory and have well recognized meanings in the construction industry.

1 "Products" are items purchased for incorporation in the Work, whether purchased for the

Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent.

a "Named Products" are items identified by manufacturer's product name, including make or model designation, indicated in the manufacturer's published product literature, which is current as of the date of the Contract Documents.

2 "Materials" are products that are substantially shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form a part of the Work.

3 "Equipment" is a product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or piping.

1.4. QUALITY ASSURANCE

A Source Limitations: To the fullest extent possible, provide products of the same kind, from a single source.

B Compatibility of Options: When the Contractor is given the option of selecting between two or more products for use on the Project, the product selected shall be compatible with products previously selected, even if previously selected products were also options.

Vermont Air National Guard Section 01600 - Page 2 of 4

C The Contractor shall submit proof that the items which he proposes to furnish under this specification conforms to the standards of Underwriter laboratories, Inc. (UL), Factory Mutual Engineering Corp.

(FM) or Warnock Hersey Int. (WHI). The labels of these 3 organizations shall be accepted as to conforming to this requirement. In lieu of the label, the Contractor may submit a written certification from any nationally recognized testing agency, adequately equipped and competent to perform such services, that the item has been tested and conforms to the standards including methods of test, of the testing organization(s).

1.5. PRODUCT DELIVERY, STORAGE, AND HANDLING

A Deliver, store and handle products in accordance with the manufacturer's recommendations, using means and methods that will prevent damage, deterioration and loss, including theft.

1 Schedule delivery to minimize long-term storage at the site and to prevent overcrowding of construction spaces.

2 Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft and other losses.

3 Deliver products to the site in the manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting and installing.

4 Inspect products upon delivery to ensure compliance with the Contract Documents, and to ensure that products are undamaged and properly protected.

5 Store products at the site in a manner that will facilitate inspection and measurement of quantity or counting of units.

6 Store heavy materials away from the Project structure in a manner that will not endanger the supporting construction.

7 Store products subject to damage by the elements above ground, under cover in a weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions.

1.6. HAZARDOUS MATERIAL USAGE

A The Contractor shall establish a Hazardous Material (HM) storage and distribution system when HM is to be used. All HM required to support the Contract shall be reported to the Hazardous Material Pharmacy (HMP) using the Contractor HM Identification Form. The Contractor HM Identification Form will be provided to the Contractor at or prior to the Contracting Officer’s Representative (COR) for approval by the HMP.

B The Contractor planning to use HM for the work shall register with the Base HMP prior to start of work in order to support installation’s compliance with Executive Order 12856, Federal Compliance with Right-to-Know Laws and Pollution Prevention Requirements.

C The Contractor shall maintain Contractor HM Identification Form for HM on the job site for inspection/verification.

D The COR will verify that the HM identified to HMP is the only HM in use on the job site.

Vermont Air National Guard Section 01600 - Page 3 of 4

E The Contractor shall be responsible for the following items:

1 Provide a list of each material and quantity of material for all proposed Hazardous Material (HM). HM shall be construed to mean any item that is:

a A health hazard or physical hazard as defined in 29 CFR, 1910.1200(c). Regulated in its disposal by EPA under 40 CFR.

b Hazardous as defined by DOT regulations under 49 CFR. Hazardous as defined by the

Dangerous Goods Regulations of the International Air Transport Association.

2 Provide a material safety data sheet (MSDS) for each item on the HM list.

F The Contractor shall establish a construction specific HM storage and issue location that fully complies with Federal, State and Local environmental regulations. Materials issued shall be tracked for quantities used. Unused materials shall be inventoried and removed from the ANG installat ion prior to close out of the Contract or expiration date of the HM. Reports of materials delivered, used and removed from the installation shall be submitted to the COR monthly and prior to contact close-out.

G The Contractor shall comply with all Federal, State and Local environmental standards.

H The Contractor shall accompany the Bio-environmental Engineering Representative (BEE) and the

(COR) on project close-out inspection to ensure all used/unused HM is removed from the installation.

This requirement shall not be a punch list item and must be accomplished prior to the Government accepting beneficial occupancy of the facility or construction item.

2.1. PRODUCT SELECTION

A General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged and, unless otherwise indicated, unused at the time of installation.

1 Provide products complete with all accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for the intended use and effect.

2 Standard Products: Where available, provide standard products of types that have been produced and used successfully in similar situations on other projects.

B Product Selection Procedures: Product selection is governed by the Contract Documents, not by previous Project experience. Procedures governing product selection include the following:

1 Descriptive Specification Requirements: Where Specifications describe a product or assembly, listing exact characteristics required with or without use of a brand or trade name, provide a product or assembly that provides the characteristics, meets or exceeds all the specifications of the referenced item, and otherwise complies with Contract requirements.

2 Performance Specification Requirements: Where Specifications require compliance with performance requirements, provide products that comply with these requirements, and are recommended by the manufacturer for the application indicated. General overall performance of a product is implied where the product is specified for a specific application.

Vermont Air National Guard Section 01600 - Page 4 of 4 a Manufacturer's recommendations may be contained in published product literature, or by the manufacturer's certification of performance.

3 Compliance with Standards, Codes and Regulations: Where the Specifications only require compliance with an imposed code, standard or regulation, select a product that complies with the standards, codes or regulations specified.

4 Where a brand name is used, it is for informational purposes, and is intended to describe a standard of quality.

3.1. INSTALLATION OF PRODUCTS

A Comply with manufacturer's instructions and recommendations for installation of products in the applications indicated. Anchor each product securely in place, accurately located and aligned with other Work.

B Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Project Acceptance.

END OF SECTION 01600

2018 BASE PAVEMENT REPAIRS PROJECT CLOSEOUT

Vermont Air National Guard Section 01700 - Page 1 of 3

SECTION 01700 - PROJECT CLOSEOUT

A This Section specifies administrative and procedural requirements for project close-out, including but not limited to:

1 Extra materials.

2 Project record document submittal.

3 Operating and maintenance manual submittal.

4 Submittal of warranties.

5 Final cleaning.

B Close-out requirements for specific construction activities are included in the appropriate Sections in

Divisions - 2 through - 16.

1.3. EXTRA MATERIALS

A General: No extra materials are required for this Work.

2.2. FINAL CLEANING

A General: General cleaning during construction is required and included in Section "Temporary Facilities".

B Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions.

1 Complete the following cleaning operations before requesting inspection for Certification of

Project Acceptance.

a Clean the site of rubbish, litter and other foreign substances. Sweep paved areas broom clean; remove stains, spills and other foreign deposits.

C Compliance: Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on the Owner's

Vermont Air National Guard Section 01700 - Page 2 of 3 property. Do not discharge volatile, harmful or dangerous materials into drainage systems. Remove waste materials from the site and dispose of in a lawful manner.

1 Where extra materials of value remaining after completion of associated Work have become the Government's property, arrange for disposition of these materials as directed.

END OF SECTION 01700

Vermont Air National Guard Section 01700 - Page 3 of 3

2018 BASE PAVEMENT REPAIRS SELECTIVE DEMOLITION

Vermont Air National Guard Section 01732 - Page 1 of 4

SECTION 01732 - SELECTIVE DEMOLITION

A This Section includes the following:

1 Demolition and removal of existing bituminous concrete paving

B Related Sections include the following:

1 Section 01010 "Summary of Work" for use of premises, and phasing, and Owner-occupancy requirements.

A Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.

B Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated.

C Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

A Schedule of Selective Demolition Activities: Indicate the following:

1 Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's on-site operations are uninterrupted.

2 Interruption of utility services. Indicate how long utility services will be interrupted.

3 Coordination for shutoff, capping, and continuation of utility services.

4 Locations of proposed dust- and noise-control temporary partitions and means of egress.

Vermont Air National Guard Section 01732 - Page 2 of 4

1.5. QUALITY ASSURANCE

A Comply with Federal, State, Local, and Owner requirements for demolition activities.

1.6. PROJECT CONDITIONS

A Owner will occupy the building immediately adjacent to selective demolition area. Conduct selective demolition to minimize disruption of Owner's operations.

1 Comply with requirements specified in Section 01010 "Summary of Work."

B Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

C Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1 If materials suspected of containing hazardous materials are encountered, do not disturb;

immediately notify Architect and Owner. Owner will remove hazardous materials under a separate Contract.

D Storage or sale of removed items or materials on-site is not permitted.

E Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

F Maintain fire protection facilities in service during selective demolition operations.

2.1. Not Used

3.1. EXAMINATION

A Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

B Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged.

C When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Engineer.

Vermont Air National Guard Section 01732 - Page 3 of 4

3.2. PREPARATION

A Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1 Comply with requirements for access and protection specified in Section 01500 "Temporary

Facilities."

B Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain.

3.3. SELECTIVE DEMOLITION, GENERAL

A General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1 Proceed with selective demolition systematically, from higher to lower level.

2 Dispose of demolished items and materials promptly.

B Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition.

3.4. SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals, using power-driven saw, then remove concrete between saw cuts.

3.5. DISPOSAL OF DEMOLISHED MATERIALS

A General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill.

1 Do not allow demolished materials to accumulate on-site.

2 Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

3 Comply with all Federal, State, Local and Owner requirements.

B Burning: Do not burn demolished materials.

C Disposal: Transport demolished materials off Owner's property and legally dispose of them.

Vermont Air National Guard Section 01732 - Page 4 of 4

3.6. CLEANING

A Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION 01732

2018 BASE PAVEMENT REPAIRS WARRANTIES

Vermont Air National Guard Section 01740 - Page 1 of 3

SECTION 01740 - WARRANTIES

A This Section specifies general administrative and procedural requirements for warranties required by the Contract Documents, including manufacturer’s standard warranties on products and special warranties.

1 General close-out requirements are included in Section 01700 "Project Closeout."

2 Specific requirements for warranties for the Work and products and installations that are specified to be warranted are included in the individual Sections of Divisions - 2 through - 16.

3 Certifications and other commitments and agreements for continuing services to Owner are specified elsewhere in the Contract Documents.

B Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products, nor does it relieve suppliers, manufacturers, and…