Attachment_1_-_Spec_Repair_Taxiways_-_14_July_2017.pdf

DEPARTMENT OF THE AIR FORCE

914TH AIRLIFT WING

AIR FORCE RESERVE COMMAND

NIAGARA FALLS IAP-ARS

NIAGARA FALLS, NEW YORK 14304-5001

REPAIR TAXIWAYS

NIAGARA FALLS ARS, NY

RVKQ 14-0605

14 July 2017

914TH AIRLIFT WING

BASE CIVIL ENGINEERING

2405 FRANKLIN DRIVE

NIAGARA FALLS, NY 14304-5063

Phase-III

NIAGARA FALLS ARS, NY RVKQ 14-0605

PROJECT TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK 01 11 00-1 THRU 01 11 00-11

01 30 00 ADMINISTRATIVE REQUIREMENTS 01 30 00-1 THRU 01 30 00-4

01 33 00 SUBMITTAL PROCEDURES 01 33 00-1 THRU 01 33 00-7

SUBMITTAL LIST

AF-FORM 3000, MATERIAL APPROVAL SUBMITTAL

01 45 00.00 10 QUALITY CONTROL 01 45 00.00 10-1 THRU

01 45 00.00 10-9

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS 01 50 00-1 THRU 01 50 00-4

01 57 20.00 10 ENVIRONMENTAL MANAGEMENT AND 01 57 20.00 10-1 THRU

PROTECTION 01 57 20.00 10-17

WASTE RECYCLED MATERIALS LOG FOR

CONTRACTORS A1-1

QUICK REFERENCE GUIDE FOR

OFF STATION CONTRACTORS AND SUPPLIERS A2-1 THRU A2-4

SWPPP STORM WATER PREVENTION & EROSION

& SEDIMENT CONTROL PLAN A3-1 THRU A3-7

01 62 35 RECYCLED/RECOVERED MATERIALS 01 62 35-1 THRU 01 62 35-1

01 74 19 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT 01 74 19-1 THRU 01 74 19-5

01 78 00 CLOSEOUT SUBMITTALS 01 78 00-1 THRU 01 78 00-12

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION 02 41 00-1 THRU 02 41 00-6

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST--IN PLACE CONCRETE 03 30 53-1 THRU 03 30 53-11

DIVISION 26- ELECTRICAL

26 00 00.00.20 BASIC ELECTRICAL MATERIALS & METHODS 26 00 00.00 20-1 THRU 26 00 00.

00.00 20-4

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK 31 00 00-1 THRU 31 00 00-14

31 05 19 GEOTEXTILE 31 05 19-1 THRU 31 05 19-5

31 23 00.00 20 EXCAVATION AND FILL 31 23 00.00 20-1 THRU

31 23 00.00 20-8

DIVISION 32- EXTERIOR IMPROVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING 32 01 16.71-1 THRU 32 01 16.71-2

32 01 17.16 SEALING CRACKS IN BITUMINOUS PAVEMENTS 32 01 17.16-1 THRU 32 01 17.16-5 32 01 19.61 RESEALING OF JOINTS IN RIGID PAVEMENT 32 01 19.61-1 THRU 32 01 19.61-7

32 11 23 AGGREGATE BASE COURSE 32 11 23-1 THRU 32 11 23-9

32 12 10 BITUMINOUS TACK AND PRIME COATS 32 12 10-1 THRU 32 12 10-5

32 12 15.13 HOT MIX ASPHALT AIRFIELD PAVING 32 12 15.13-1 THRU

32 12 15.13-20

32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS 32 13 11-1 THRU 32 13 11-52

32 17 23 PAVEMENT MARKINGS 32 17 23-1 THRU 32 17 23-8

NIAGARA FALLS ARS, NY RVKQ 14-0605

32 92 19 SEEDING 32 92 19-1 THRU 32 92 19-7

DIVISION 33- UTILITIES

33 05 23.13 UTIL HORZ DRILLING 33 05 23.13-1 THRU 33 05 23.13-5

33 40 00.20 STORM DRAINAGE UTILITIES 33 40 00.20 -1 THRU 33 40 00.20-14

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION 33 71 02-1 THRU 33 71 02-22

DIVISION 34- TRANSPORTATION

34 43 00.00 AIRFIELD LIGHTING 34 43 00.00 20-1 THRU 34 43 00.00 12

APPENDIX A: FAA Form Notice of Proposed Construction or Alterations

APPENDIX B: Declared Distances Exhibit

APPENDIX C: Storm Water Pollution Prevention Plan (SWPPP)

REPAIR TAXIWAYS RVKQ 14-0605

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 General

1.1.1 Project Background

The project is located at the Niagara Falls Air Reserve Station (NFARS), Niagara Falls, NY. The Contractor shall conduct all work so as to cause the least interference with normal activities at the NFARS, related facilities and surrounding areas.

1.1.2 Project Description

This general description is given to indicate the scope of this project only. It does not limit the work required under the project drawings and specifications.

The work of the Repair Taxiways Project (RVQK 14-0605) consists of furnishing all labor, equipment, materials and all miscellaneous services necessary to accomplish the following work described below and as indicated on the contract drawings / specifications. The project involves full depth replacement of taxiway pavements, milling / overlay of taxiway pavements /aprons / shoulders, milling /overlay of service roads, regrading of taxiway grass shoulder areas and relocated runway thresholds. More detailed descriptions of work components are given in Section 1.2 of this document.

1.1.3 Site Visit

The Contractor is solely responsible to attend the scheduled site visit and take measurements of existing conditions. Plans for the project are included as part of the bid package. Additional plans may be reviewed at the Office of the Base Civil Engineer located at Building 403

1.1.4 Clean Work Site

The Contractor is solely responsible to clean the work sites regularly during each work day of each phase as the work progresses, to prevent the accumulation of FOD (foreign object debris). The Contractor will only be permitted to work on one phase at a time for the project. All debris shall be placed in a demolition container/dumpster to prevent accumulation of debris at the demolition site and surrounding area

1.1.5 Construction Phasing

The project will be done in two phases which will involve temporarily relocated runway thresholds in order to accomplish the work and maintain an operational runway during construction. The construction work shall be carefully coordinated and scheduled with the Contracting Officer and user groups to allow continued occupancy and operations at the NFARS. The Contractor shall only be permitted to work on a single phase of the project at a time.

1.1.6 Sequence of Work

A. The Contractor shall coordinate all parts of the work with the Contracting Officer. The Contractor shall submit the Contractor’s PMP Badge Request Letter and Badges within ten (10) calendar days after the Notice to Proceed (NTP) for approval.

SECTION 01 11 00 Page 2

B. The Contractor shall not begin any construction or perform any other physical work at the construction site until the particular submittals identified in Spec Section 01 33 00 are received and found acceptable by the Contracting Officer.

C. Contractor shall complete online FAA form 7460-1 and receive approval prior to the start of construction on the project.

1.1.7 Site Availability

A. The project areas for each phase will be available for contract work Monday through Friday between the hours of 7:15 AM (0715) and 4:00 PM (1600). If the Contractor desires or needs to perform work during hours or days other than that stated, a written request, which is to include the number of work hours, starting times, dates of the proposed work and a statement that this after hour work is to be performed at no additional cost to the government, shall be submitted to the Contracting Officer seven (7) days in advance. The Contracting Officer will review each such request and respond with written approval, approval with qualifications or restrictions if and as necessary or disapproval. Approval of extended work hour requests are not guaranteed and are at the sole discretion of the Contracting Officer and or the NFARS Base Civil Engineer.

B. No work is to be performed on Federal Holidays.

C. Major portions of the work in each phase occurs within the controlled area of the base within the flightline fence on or adjacent to the taxiway system, beyond the hold lines on Taxiways A-1 / A-3 and on the main runway. Contractor personnel will be required to receive a briefing on operating a motor vehicle on the airfield. At the conclusion of this training, competent personnel will be issued a pass which will allow them to drive to and from the project phase work areas without an escort.

Violations of the driving procedures can result in suspension of driving privileges or even removal from the project based on the severity of the infraction. To access the work sites within the controlled area, Contractor personnel will also be required to notify by telephone Airfield Management and Security Forces at 716-236-2175 and 716-236-2280 respectively at Building 1610, at the beginning of each work shift before proceeding to the work site(s). They shall report back to the Airfield Management and Security Forces by telephone at the end of each shift to sign out. At the commencement of each construction phase, the government will establish a free zone to accommodate the work area and access thereto which will alleviate any escorting requirements.

D. With work areas being adjacent to the flightline, the work sites can be periodically considered as a very high noise area. Workers shall be equipped with the necessary personal protective equipment.

E. The work areas can be subjected to high winds. The Contractor shall employ methods to prevent the blowing of dust, debris or any other materials at all times. To reiterate, being adjacent to the flightline and airfield, blowing debris in the vicinity of parked or operating aircraft will not be tolerated at any time.

1.1.8 Work Exclusion Period

The NFARS has a scheduled air show in the late spring of 2018. As a result no work can be performed on the project for the period from June 1st 2018 through June 12th 2018. The Contractor shall demobilize all equipment from the taxiway project work areas and perform any site restoration as directed by the Contracting Officer deemed necessary to provide safe operating conditions at the site for the air show.

SECTION 01 11 00 Page 3

1.1.9 Work Requirements

The Contractor shall provide non-combustible or self-extinguishing material drop cloths to cover material storage during construction. Contractor shall take necessary care to ensure inclement weather does not damage government property and schedule work so as to minimize its impact on progress of the work. At the end of each workday the Contractor shall protect all entrances and access lanes to the project phases and work areas. No work will be permitted unless barriers and guarding devices are used that meet applicable safety standards and have been approved by the Contracting Officer.

1.1.10 Contractors Work Plan / Progress Schedule

A. In addition to the submission of AF Forms 3064 and 3065 as required, the Contractor shall, within ten (10) calendar days after receipt of Notice to Proceed and prior to the commencement of on-site work, prepare and submit to the Contracting Officer three copies of the Contractor's Work Plan for review and acceptance. The Plan shall be a practicable schedule visually showing the order in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the salient elements of the work and critical sub-tasks of each element. The schedule shall be in the form of a progressive bar chart indicating a logical sequence of work and will indicate the percentage of work scheduled for completion by any given weekend date during the contract period. The Contractor shall revise the Plan as necessary to gain acceptance by the Contracting Officer.

B. The Contractor shall update the original schedule by entering the actual start and completion dates of each work element and ass6ciated sub-tasks on the chart and deliver three copies of the annotated schedule with each request for progress payment to the Contracting Officer or as otherwise requested by the Contracting Officer.

1.1.11 Removal and Replacement Responsibility

Replace or repair all existing finished surfaces to its original condition, utilities, equipment, products, vegetation, and structures or parts thereof that have been damaged, or have to be removed, or cut into by the Contractor in order to perform work specified in this project.

1.1.12 Superintendence by the Contractor

A. At all times during the performance of the contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent Superintendent who is satisfactory to the Contracting Officer and has the authority to act for the Contractor.

B. The Superintendent is to oversee and coordinate all project related work and is required to be on site at any and all times physical work is being performed. The Superintendent shall be able to read, write, fluently speak and understand the English language.

C. Failure to comply with this requirement may be deemed as cause for a non-compensatory stoppage and suspension of work until the deficiency is remedied.

1.1.13 Quality Assurance

A. All items of work not addressed in these Technical Provisions shall be completed in strict accordance with the manufacturer's specifications.

B. The contents of the Technical Provisions shall govern in all situations, except where they conflict with the manufacturer's warranty requirements. All procedures necessary to obtain the specified manufacturer’s warranty shall be followed.

SECTION 01 11 00 Page 4

C. The Government is not obligated to inspect the Contractor's work or protect the Contractor from the consequences of such work. The Government inspection is a general examination of the Contractor's conduct and workmanship and is solely for the purpose of the Government.

D. Government agents, including inspectors, engineers, and quality assurance evaluators are not authorized to change the Contract without the written approval of the Contracting Officer. This lack of authority extends to all situations in which the actions of these agents could be considered as constituting a change to the Contract.

E. The quality of workmanship is subject to audit by the Government or Government designated inspectors at any time during the Contract. The Contractor shall cooperate fully and provide all information necessary for this audit.

F. The Contracting Officer shall be notified prior to all tests. All tests shall be conducted in a timely manner so as not to impede the progress of the work. The Contractor shall conduct all tests as required by the Contract documents and the Contracting Officer.

G. The Contractor shall institute immediate action to correct all variances from the Contract and employ all procedures necessary to ensure future work conforms to the requirements of the Contract.

H. Submit all requests for changes in writing to the Contracting Officer. Do not proceed with changes without possession of written authorization by the Contracting Officer.

I. All materials shall be transported, delivered, handled and stored in a manner recommended by the manufacturer so as to prevent their damage or contamination. All materials shall be delivered in their original unopened containers with their descriptive labels clearly visible and legible. All materials susceptible to aging or curing shall be stored with the descriptive labels, including manufacturing date and shelf life, clearly visible and legible. The Contractor shall reject all materials, which have exceeded their shelf life.

1.1.14 Quality Control

A. The Contractor shall appoint or hire one person to act as Contractor Quality Control System Manager whose sole responsibility shall be to ensure that all work proceeds according to the Contract.

B. This individual shall complete Quality Control report on a daily basis and submit to the

Contracting Officer prior to the commencement of work on the next day, or as instructed by the Contracting Officer.

1.1.15 Demolition Work Plan/Recycling Plan

A. Contractor shall provide a work/demolition plan prior to starting any work. Work shall not proceed until the Contractor's work/demolition plan has been reviewed and approved by the Base Contracting Officer and/or his representatives. The work/demolition plan shall include the following:

B. The demolition plan shall be the following (where applicable): proposed method of demolition, recycling plan, engineering controls to reduce the amount of dust released to the air, disposal location, utilities capping plan, etc. The recycling plan shall also include documentation from each recycling center that the demolition Contractor will use for recycling. The recycling plan shall indicate which materials will be recycled at each center.

SECTION 01 11 00 Page 5

C. The recycling plan shall also include written certification (state, local, etc.) showing that the recycling center is approved to accept and has the capacity for each material listed to be recycled at their facility. The recycling plan shall indicate how the recycling facility/demolition Contractor will supply the net weights on each, material recycled. The documentation for each recycling center shall be on recycling center letterhead with original signature by the qualified recycling center representatives.

1.1.16 Description of Work

A. The work to be performed under this contract consists of pavement repairs and upgrades to the existing taxiway system and service roads at the NFARS. The repairs and upgrades will serve to support the new mission at the NFARS with heavier loads on the taxiway pavement associated with KC-135 refueling aircraft and reduce the generation of foreign object debris (FOD). The work will be done in two phases utilizing temporarily relocated runway thresholds for each phase to keep the runway operational during construction.

B. After construction, but before the contract is considered final, the Contractor shall supply an itemized list of materials recycled, including quantities, to the Base Contracting Officer (who in turn shall forward list to CEV).

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Major work components for general construction work consist of the following as shown on the Construction Plans:

• Key Note Area 1 on Construction Plans Drawing C-15: Mill and overlay 1,265 + SY of existing asphalt pavement on Taxiway A down to concrete pavement. Survey and mark concrete joints below and saw cut / seal

• Key Note Area 2 on Construction Plans Drawing C-15: Double saw cut, excavate and remove 1,480 + SY of existing full depth pavement down to stone subbase on Taxiway A.

Construct new full depth concrete pavement and saw cut / seal.

• Key Note Area 3 on Construction Plans Drawing C-15: Double saw cut, excavate and remove 750 + SY existing full depth pavement down to stone subbase on Taxiway A.

Construct new full depth bituminous pavement.

• Key Note Area 1 on Construction Plans Drawing C-16: Mill / overlay 920 + SY of asphalt pavement on Taxiway A shoulder. Remove and re-install taxiway lights as needed.

• Key Note Area 2 on Construction Plans Drawing C-16: Mill / repair / overlay 870 + SY of ARFF Service Road and fill / restore shoulders with topsoil and hydro seeding

• Key Note Area 2 on Construction Plans Drawing C-17: Mill / repair / overlay 450 + SY of ARFF Service Road and fill / restore shoulders with topsoil and hydro seeding

• Key Note Area 1 on Construction Plans Drawing C-17: Mill / repair / overlay 440 + SY of Taxiway A-1 shoulder. Remove and re-install taxiway lights as needed.

• Key Note Areas 1 on Construction Plans drawing C-18: Mill / overlay 2,050 + SY of three shoulder areas on Taxiway A-2. Remove and re-install taxiway lights as needed.

• Key Note Areas 1 and 2 on Construction Plans Drawing C-19: Double saw cut, excavate and remove 400 + SY of existing full depth concrete pavement down to stone subbase on Taxiways A and A-3. Construct new full depth concrete pavement and saw cut / seal.

• Key Note Areas 1 on Construction Plans Drawing C-20: Double saw cut, excavate and remove isolated full depth concrete slabs. Construct new full depth reinforced, isolated slabs, saw cut and seal.

• Key Note Area 2 on Construction Plans Drawing C-20: Mill / overlay 2,550 + SY of asphalt pavement on Taxiway A-3 shoulder. Remove and re-install taxiway lights as needed.

SECTION 01 11 00 Page 6

• Joint removal and replacement on section of Taxiway A-3 east of the main travel path, north and south of the hold line

• Key Note Area 1 on Construction Plans Drawing C-21: Double saw cut, excavate and remove isolated full depth concrete slabs. Construct new full depth reinforced, isolated slabs, saw cut and seal.

• Key Note Area 2 on Construction Plans Drawing C-21: Mill / overlay 560 + SY of asphalt pavement on Taxiway A-3.

• Key Note Area 2 on Construction Plans Drawing C-21: Mill / overlay 1,800 + SY of asphalt pavement on Taxiway A-3 shoulder.

• Key Note Area 3 on Construction Plans Drawing C-21: Double saw cut, excavate and remove 1,850 + SY of existing full depth concrete pavement down to stone subbase on Taxiway A-3. Construct new full depth concrete pavement and saw cut / seal.

• Key Note Area 4 on Construction Plans Drawing C-21: Double saw cut, excavate and remove 960 + SY existing full depth pavement down to stone subbase on Taxiway A-3.

Construct new full depth bituminous pavement.

• Replacement of asphalt pavement area on the west side of Taxiway A-3 at culvert

• Replace pavement markings where removed for pavement replacement and shoulder paving on Taxiways A, A-1, A-2 and A-3

• Remove pavement markings from main runway and install temporary markings for displaced thresholds on runways 10L and 28R for Phases 1a and 2

• Remove temporary runway markings for displaced thresholds and install new runway markings when Phases 1A and 2 are complete

• Stripping, grading, topsoil and seed of taxiway grass shoulder areas

• Construct dry swales at east side of Taxiway A, south of Taxiway A at A-3 and east of

Taxiway A-3

• Install and maintain temporary erosion and sediment controls as per the SWPPP

• Final grading, topsoil and seeding of disturbed areas.

• Provide temporary toilet facilities at locations determined by Contracting Officer

Work components for electrical demolition and construction work consist of the following:

ELECTRICAL DEMOLITION WORK

• Disconnect, remove, and store existing taxiway edge lights in apron areas to be repaved.

• Provide and install jumpers as required where taxiway edge lights are removed in order to keep the remaining taxiway lights operating.

• Remove two (2) flush, in pavement runway lights on Taxiways A and A-3

• Where taxiway lights are temporarily removed, provide and install steel plate covers on the in ground taxiway light vaults.

ELECTRICAL CONSTRUCTION WORK

• After repaving operations are complete, remove steel plate covers and jumpers; clean, reconnect and reinstall the taxiway edge lights

• Install two (2) new, flush in pavement runway lights with conduit and wire on Taxiways A and A-3

• Provide temporary PVC sleeves and shift runway edge light globes as needed for threshold displacements on runways 10L and 28R

• Provide and install temporary precision approach path indicator (PAPI) lights related to displaced thresholds on runways 10L and 28R

SECTION 01 11 00 Page 7

1.2.2 Location

The project site is located on portions of the existing taxiway system at the NFARS identified as Taxiways A, A-1, A-2 and A-3.

Project is to be considered to be constructed in two (2) Phases, refer to drawings for Phasing locations.

1.3 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporate the principles of sustainability.

Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion.

Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent.

Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended. Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.4 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer ten (10) calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered.

Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction

SECTION 01 11 00 Page 8 not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 10 days prior to starting excavation work. Contact “Dig Safely NY” @ 811 - 48 hours prior to excavating. Contractor is responsible for marking all utilities not marked by “Dig Safely NY”.

1.6 CONTRACT DOCUMENTS

Dimensions on drawings shall be checked, for accuracy, by the Contractor. The Contractor shall verify exact dimensions for proper fit. Drawings shall not be construed as being detailed working drawings.

The following drawings accompany these specifications and are a part thereof:

T-001 Title Sheet, Location Map G-1 General Notes CP-1 Construction Safety and Phasing Plan C-1 Repair Taxiway ‘A’ – Survey Plans C-2 Repair Taxiway ‘A’ – Survey Plans C-3 Repair Taxiway ‘A1’ – Survey Plans C-4 Repair Taxiway ‘A2’ – Survey Plans C-5 Repair Taxiway ‘A’ & ‘A3’ – Survey Plans C-6 Repair Taxiway ‘A3’ – Survey Plans C-7 Repair Taxiway ‘A3’ – Survey Plans

C-8 Repair Taxiway ‘A’ – Demolition Plans C-9 Repair Taxiway ‘A’ – Demolition Plans C-10 Repair Taxiway ’A1’ – Demolition Plans C-11 Repair Taxiway ’A2’ – Demolition Plans C-12 Repair Taxiway ’A’ & ‘A3’ – Demolition Plans C-13 Repair Taxiway ’A3’ – Demolition Plans C-14 Repair Taxiway ’A3’ – Demolition Plans C-15 Repair Taxiway ’A’ – Construction Plans C-16 Repair Taxiway ’A’ – Construction Plans C-17 Repair Taxiway ’A1’ – Construction Plans C-18 Repair Taxiway ’A2’ – Construction Plans C-19 Repair Taxiway ’A’ & ‘A3’ – Construction Plans C-20 Repair Taxiway ’A3’ – Construction Plans C-21 Repair Taxiway ’A3’ – Construction Plans C-22 Repair Taxiway ‘A’ – Joint Layout Plans C-23 Repair Taxiway ‘A’ &’A3’ – Joint Layout Plans C-24 Repair Taxiway ‘A3’ – Joint Layout Plans C-25 Repair Taxiway ‘A3’ – Joint Layout Plans C-26 Repair Taxiway ‘A’ – Grading Plans C-27 Repair Taxiway ‘A’ – Grading Plans C-28 Repair Taxiway ‘A1’ – Grading Plans C-29 Repair Taxiway ‘A2’ – Grading Plans C-30 Repair Taxiway ‘A3’ – Grading Plans C-31 Repair Taxiway ‘A3’ – Grading Plans C-32 Repair Taxiway ‘A3’ – Grading Plans C-33 Pavement Marking Plans C-34 Pavement Marking Plans C-35 Pavement Marking Plans

SECTION 01 11 00 Page 9

C-36 Pavement Marking Plans C-37 Pavement Marking Plans C-38 Pavement Marking Plans C-39 Pavement Marking Plans C-40 Temporary Runway Pavement Marking Plan – Phase 1a C-41 Temporary Runway Pavement Marking Plan – Phase 2

D-1 Repair Taxiway – Detail Sheet 1 D-2 Repair Taxiway – Detail Sheet 2 D-3 Repair Taxiway – Detail Sheet 3 D-4 Repair Taxiway – Detail Sheet 4 D-5 Repair Taxiway – Detail Sheet 5 D-6 Repair Taxiway – Detail Sheet 6 D-7 Repair Taxiway – Detail Sheet 7

E-100 Repair Taxiways – Electrical Key Map, Notes and Photos E-101 Repair Taxiway A Electrical Plan E-102 Repair Taxiway A-3 Electrical Plan E-103 Repair Taxiways Electrical Plan E-104 Temporary Runway Lighting Plan - Phase 1a E-105 Temporary Runway Lighting Plan - Phase 2

One (1) set of contract drawings and specifications will be furnished to the Contractor in electronic or paper media without charge. Reference publications will not be furnished.

The Contractor shall immediately check furnished drawings and Specifications and notify the Government of any discrepancies.

1.7 Notice to Commence Work

The Contractor shall give the Contracting Officer or his representative a 48 hour notice of the Contractor’s intent to commence work.

1.7.1 Daily Sign-In Sheet

Prior to starting the work each day, the Contractor and/or subcontractor must fill out the Sign-In sheet located at the 914th AW, Base Civil Engineering Office Building 403.

1.8 ON-SITE PERMITS

1.8.1 Utility Outages and Connections

Work shall be scheduled to hold outages to a minimum. The Contracting Officer may permit outages at his discretion.

Requests for utility outages and connections shall be made in writing to the Contracting Officer at least seven (7) working days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of the work involved.

The Contractor and/or subcontractor shall coordinate any power shut downs with the Government.

Any additional costs related to overtime, premium pay or impacts shall be paid by the Contractor at no increase to the contract.

SECTION 01 11 00 Page 10

1.8.2 Borrow, Digging, Welding, and Burning Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Borrow 10 days prior to work from Base Environmental Dept. AF 103, Full source Bldg. 403 documentation.

Digging 10 days prior to work from Base Civil Engineer Bldg. 403

Welding Each day prior to work from Base Fire Station Bldg. 821

Burning Each day prior to work from Base Fire Chief Bldg. 821

Permits shall be posted at a conspicuous location in the construction area. Permits are the property of the Government and shall be returned to the Contracting Officer upon completion of permitted work.

The Contractor is responsible for hand excavation within 3’-0” from either side of all known utilities that have been either staked or marked from the scaled drawings.

Burning of trash is not permitted.

Use of explosives shall not be permitted.

Portions of the project work areas are located in or near the 100 year floodplain and Installation Restoration Program (IRP) sites. Contactor shall be aware of IRP sites and if contaminated soils are encountered the Contractor shall contact the 914 MSG/LGC immediately.

Excavated soils from identified IRP sites shall be backfilled from where it originated. Clean backfill shall be used as needed to fill excavations. If excess soil or contaminated soil is generated by the project it must be segregated, placed on plastic sheeting, covered, tested, characterized and properly disposed of at the Contractors expense.

If dewatering is required at IRP excavation areas it must be pumped and containerized for proper disposal.

Industry standard safety measures and equipment decontamination shall be followed for work on IRP sites. The 914th MSG/CEV will provide guidance on collection, storage, characterization and disposal requirements. Contractor shall document contaminated waste generation locations, dates and approximate amounts.

1.9 REMOVAL OF WASTE MATERIAL

During the progress and at the completion of work, all refuse and waste material shall be removed from Government property and disposed according to Federal, State, and Local environmental regulations. If waste material is not removed daily, the Contractor shall provide a covered waste container at his expense.

SECTION 01 11 00 Page 11

1.10 UTILITIES

Electricity and water shall be provided by the Government. Any extension of, or corrections to, the existing lines and their removal will be at the expense of the Contractor. All connections to existing utilities, if necessary, shall be coordinated with the Government. The Contractor is responsible for supplying his own restroom facilities.

PART 2 ENVIRONMENTAL PROTECTION REQUIREMENTS

2.1

Refer to specifications Sections 01 57 20.00 10 ENVIRONMENTAL MANAGEMENT & PROTECTION for project requirements. Any questions concerning environmental conditions or problems shall be referred to 914th AW/CEV at 236-3126.

PART 3 SPECIAL CONDITIONS

3.1

The contractor shall supply the Base Contracting Officer with a list of quantities of materials used and removed prior to final acceptance of the project completion. The Contractor shall use the areas designated by the Contracting Officer for storage of materials and vehicles. The Contractor shall submit to the Contracting Officer, for approval, a sequence and schedule of work.

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SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of contact personnel; G

View location map; G

Progress and completion pictures; G

1.3 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage as addressed in FAR 28.307-2 including by FAR Clause 52.228-5 “Insurance-Work on a Government Installation” and others as required by State Law.

1.4 CONTRACTOR PERSONNEL REQUIREMENTS

1.4.1 Subcontractors and Personnel

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.2 Identification Badges

Identification badges, if required, will be furnished without charge. Application for and use of badges will be as directed. Immediately report instances of lost or stolen badges to the Contracting Officer.

1.4.3 Contractor Personnel Requirements

Failure to obtain entry approval will not affect the contract price or time of completion.

SECTION 01 30 00 Page 2

1.4.3.1 Personnel List

Submit for approval, at least 15 days prior to the desired date of entry, an original alphabetical list of personnel who require entry into Government property to perform work on the project. Furnish for each person:

a. Name

b. Date and place of birth

c. Citizenship

d. Home address

e. Social security number

The request for personnel passes shall be accompanied with the following certification:

"I hereby certify that all personnel on this list are either born U.S. citizens, naturalized U.S. citizens with the naturalization number shown."

Signature/Firm Name

1.4.3.2 Citizenship Requirements

Personnel will not be admitted to the work site without approval. Work under this contract is restricted to U.S. citizens.

1.4.3.3 Documents Acceptable for Proof of Citizenship

a. Birth registration card

b. Certificate of live birth, birth certificate

c. Certificate of Naturalization

d. Certificate of registration

e. DD-214 (Must Cite Birthplace)

f. DD Form 4 (Contract for Enlistment and Must Cite Birthplace)

g. DD 1966 (Application for Enlistment)

h. Military discharge papers (must cite birthplace)

i. Delayed birth certificate

j. Hospital birth certificate

k. Marriage license certificate

l. Merchant marine certificate

m. Military officer ID card

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n. Notification of birth registration

o. USA passport

1.4.3.4 Vehicle List

Submit an original list of vehicles to be utilized at the work site with the following information for each vehicle:

a. Make

b. Year

c. Model

d. License number

e. Registered owner

1.4.3.5 Passes

Submit request for personnel and vehicle passes together. Include the Certificate of Insurance for Contractor and Subcontractor(s) and the Statement of Acknowledgement Form SF 1413 with the submittal. Passes will normally be issued within 21 days.

1.4.3.6 Control

Maintain strict accountability over passes. Immediately report to the source of issue, passes missing or lost and the circumstances. If the Contractor has another active contract or one commencing immediately, employees' names may be transferred from one contract to the other. Final payment will not be effected until employees are transferred to another contract or the records are cleared. Furnish a signed letter, countersigned by the source of issue, stating that passes have been turned in.

1.5 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.6 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work. Major subcontractors who will engage in the work shall also attend.

1.7 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction data related to the referenced contract subject to the following terms and conditions. Request specific drawing numbers of files required; the entire set of drawing files will not be provided.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of

SECTION 01 30 00 Page 4 action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents. Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.8 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email address will not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

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SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 SUMMARY

Requirements of this Section apply to, and are a component part of, each section of the specifications.

1.2 REFERENCES (NOT APPLICABLE)

1.3 SUBMITTALS

A standard transmittal form provided by the Government shall be used to transmit each submittal.

Submittal Description (SD): Drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials to be furnished by the Contractor explaining in detail specific portions of the work required by the contract.

The following items, SD-01 through SD-11, are descriptions of data to be submitted for the project.

The requirements to actually furnish the applicable items will be called out in each specification.

Submittals which are required prior to a notice to proceed on a new contract. Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work, submitted prior to contract notice to proceed or next major phase of construction.

SD-02 Shop Drawings

Submittals which graphically show relationship of various components of the work, schematic diagrams of systems, detail of fabrications, layout of particular elements, connections, and other relational aspects of the work.

SD-03 Product Data

Data composed of catalog cuts, brochures, circulars, specifications and product data, and printed information in sufficient detail and scope to verify compliance with requirements of the contract documents.

SD-04 Samples

Samples, including both fabricated and unfabricated physical examples of materials, products, and units of work as complete units or as portions of units of work.

SD-05 Design Data

Design calculations, mix design analyses, or other data, written in nature, and pertaining to a part of the work.

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SD-06 Test Reports

Written reports of a manufacturer's findings of his product during field inspections, attesting that the products are installed in accordance with the manufacturer's installation instructions, shop drawings, or other manufacturer's requirements. Written reports by a general Contractor or his subcontractors including daily logs reporting on the progress of daily activities or attesting that the work has been installed in accordance with the contract plans and specifications.

SD-07 Certificates

A document, required of the Contractor, or through the Contractor by way of a supplier, installer, manufacturer, or other Lower Tier Contractor, the purpose of which is to further the quality or orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel, qualifications, or other verification of quality.

Statements signed by responsible officials of a manufacturer of a product, system, or material attesting that the product, system or material meet specified requirements. Statements must be dated after the award of this contract, name the project, and list the specific requirements which it is intended to address.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system, or material, including special notices and material safety data sheets, if any concerning impedances, hazards, and safety precautions.

SD-09 Manufacturer's Field Reports

A written report which includes the findings of a test made at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation.

Report must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in an operations and maintenance manual.

SD-11 Closeout Submittals

Special requirements necessary to properly close out a construction contract. For example, as-built drawings, manufacturer's help and product lines necessary to maintain and install equipment. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.4 PREPARATION

1.4.1 Marking

Permanent marking shall be provided on each submittal to identify it by contract number; transmittal date; Contractor's, Subcontractor's, and supplier's name, address(es) and telephone number(s);

submittal name; specification or drawing reference; and similar information to distinguish it from other submittals. Submittal identification shall include space to receive the review action by the Contracting Officer.

SECTION 01 33 00 Page 3

1.4.2 Data Format

Required data submittals for each specific material, product, unit of work, or system shall be collected into a single submittal and marked for choices, options, and portions applicable to the submittal.

Marking of each copy of product data submitted shall be identical. Partial submittals will not be accepted for expedition of construction effort.

1.4.3 Samples

Samples shall be physically identical with the proposed material or product to be incorporated in the work, fully fabricated and finished in the specified manner, and full scale. Where variations in color, finish, pattern, or texture are inherent in the material or product represented by the sample, multiple units of the sample, showing the near-limits of the variations and the "average" of the whole range (not less than 3 units), shall be submitted. Each unit shall be marked to describe its relation to the range of the variation. Where samples are specified for selection of color, finish, pattern, or texture, the full set of available choices shall be submitted for the material or product specified. Sizes and quantities of samples shall represent their respective standard unit.

1.5 SUBMISSION REQUIREMENTS

1.5.1 Schedules

Within 10 days of notice to proceed, the Contractor shall provide, for approval by the Contracting Officer, the following schedule of submittals:

a. A schedule of shop drawings and technical submittals required by the specifications and drawings. Schedule shall indicate the specification or drawing reference requiring the submittal; the material, item, or process for which the submittal is required; the "SD" number and identifying title of the submittal; the Contractor's anticipated submission date and the approval need date.

b. A separate schedule of other submittals required under the contract but not listed in the specifications or drawings. Schedule will indicate the contract requirement reference; the type or title of the submittal; the Contractor's anticipated submission date and the approved need date (if approval is required).

c. Submittals called for by the contract documents will be listed on one of the above schedules.

If a submittal is called for but does not pertain to the contract work, the Contractor shall include it in the applicable schedule and annotate it "N/A" with a brief explanation. Approval of the schedules by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the schedules or marked "N/A".

d. Copies of both schedules shall be re-submitted monthly annotated by the Contractor with actual submission and approval dates. When all items on a schedule have been fully approved, no further re-submittal of the schedule is required.

1.5.2 Data Submittals

Four (4) complete sets of indexed and bound product data shall be submitted. One set, marked with review notations by the Contracting Officer, will be returned to the Contractor.

SECTION 01 33 00 Page 4

1.5.3 Samples

One set of identified samples shall be submitted. A copy of the transmittal form, marked with review notations including selections by the Contracting Officer, will be returned to the Contractor.

Samples that are intended or permitted to be returned and actually incorporated in the work are so indicated in the individual technical sections. These samples will be returned to the Contractor, at his expense, to be clearly labeled, with installation location recorded. Samples shall be in undamaged condition at the time of installation.

Where mockups and similar large samples are required by individual technical sections, it is recognized that these are a special type of sample which cannot be readily "transmitted" as specified for submittal of samples. Otherwise, and except as indicated in the individual technical sections, the requirements for samples shall be complied with and a transmittal form shall be processed for each mockup, to provide a record of the activity.

1.6 GOVERNMENT'S REVIEW

1.6.1 Review Notations

Contracting Officer will review submittals and provide pertinent notation within 10 calendar days after date of submission.