Final Specs.pdf

0 - Specification Index.doc >> 22May2009

DATE: 5 Nov 2010

SPECIFICATIONS

UHHZ 100545, RPR/RPL SLAB RUNWAY 33. FAC 03901

NUMBER TITLE PAGES

Division 1 - General Requirements

01005 Statement of Work 01005-1 thru 01005-3 01 35 13 Special Project Procedures 01 35 13-1 thru 01 35 013-5 01040 Site Requirements 01040-1 thru 01040-7 01042 Airfield Construction Hazard Marking 01042-1 thru 01042-2 01300 Submittals and Contractor-Furnished Items 01300-1 thru 01300-6 01310 CADD As-Built Drawings 01310-1 thru 01310-4 01503 Contract Administration 01503-1 thru 01503-3 01540 Green Procurement 01540-1 thru 01540-13 01560 Environmental Requirements 01560-1 thru 01560-17 01580 Safety Requirements 01580-1 thru 01580-6

Division 2 - Site Work

02050 Demolition and Removal 02050-1 thru 02050-16 02110 Removal & Replacement of Pavement 02110-1 thru 02110-2 02232 Aggregate Base Course 02232-1 thru 02232-7 02486 Grassing 02486-1 thru 02486-1 02515 Resealing Joints in Concrete Pavement 02515-1 thru 02515-7 02592 Graded Aggregate Construction 02592-1 thru 02592-2 02935 Centipede Turf 02935-1 thru 02935-10 02936 Seeding 02936-1 thru 02936-4

Division 3 - Concrete

03301 Cast-in-Place Concrete 03301-1 thru 03301-6 03370 Concrete Curing 03370-1 thru 03370-2

Division 4 - Masonry

0 - Specification Index.doc >> 22May2009

Division 5 - Metals

Division 6 - Wood and Plastic

Division 7 - Thermal and Moisture Control

Division 8 - Doors and Windows

Division 9 - Finishes

09901 Pavement Marking 09901-1 thru 09901-5

Division 10 - Specialties

Division 11 - Equipment

Division 12 - Furnishings

Division 13 - Special Construction

Division 14 - Conveying Systems

Division 15 - Mechanical

Division 16 - Electrical

<<<<< END OF INDEX >>>>>

SECTION 01 35 13

SPECIAL PROJECT PROCEDURES

PART 1 GENERAL

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. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 150/5300-13 (2008; Basic; Change 13) Airport Design

FAA AC 70/7460-1 (2007; Rev K) Obstruction Marking and Lighting

1.2 DEFINITIONS

1.2.1 Landing Areas

"Landing Areas" means:

a. The primary surfaces, comprising the surface of the runway, runway shoulders, and lateral safety zones. The length of each primary surface is the same as the runway length. The width of each primary surface is 2000 feet ( 1000 feet on each side of the runway centerline).

b. The "clear zone" beyond the ends of each runway is the extension of the primary surface for a distance of 1000 feet beyond each end of each runway.

c. All taxiways, plus the lateral clearance zones along each side for the length of the taxiways (the outer edge of each lateral clearance zone is laterally 250 feet from the far or opposite edge of the taxiway (example: a 75 foot wide taxiway must have a combined width and lateral clearance zone of 425 feet.)

d. All aircraft parking aprons, plus the area 125 feet in width extending beyond each edge all around the aprons.

1.2.2 Safety Precaution Areas

“Safety Precaution Areas” means those portions of approach-departure clearance zones and transitional zones where placement of objects incident to contract performance might result in vertical projections at or above the approach-departure clearance, or the transitional surface.

a. The “approach-departure clearance surface” is an extension of the primary surface and the clear zone at each end of each runway, for a distance of 50,000 feet, first along an inclined (glide angle) and then along a horizontal plane, both flaring symmetrically about the runway centerline extended.

SECTION 01 35 13 Page 1

(1) The inclined plane (glide angle) begins in the clear zone 200 feet past the end of the runway (and primary surface) at the same elevation as the end of the runway. It continues upward at a slope of 50:1 ( 1 foot vertically for each 50 feet horizontally) to an elevation of 500 feet above the established airfield elevation. At that point the plane becomes horizontal, continuing at that same uniform elevation to a point 50,000 feet longitudinally from the beginning of the inclined plane (glide angle) and ending there.

(2) The width of the surface at the beginning of the inclined plane (glide angle) is the same as the width of the clear zone.

It then flares uniformly, reaching the maximum width of 16,000 feet at the end.

b. The “approach-departure clearance zone” is the ground area under the approach-departure clearance surface.

c. The “transitional surface” is a sideways extension of all primary surfaces, clear zones, and approach-departure clearance surfaces along inclined planes.

(1) The inclined plane in each case begins at the edge of the surface.

(2) The slope of the incline plane is 7:1 ( 1 foot vertically for each 7 feet horizontally). It continues to the point of intersection with the —

(a) Inner horizontal surface (which is the horizontal plane 150 feet above the established airfield elevation); or

(b) Outer horizontal surface (which is the horizontal plane 500 feet above the established airfield elevation), whichever is applicable.

d. The “transitional zone” is the ground area under the transitional surface. (It adjoins the primary surface, clear zone, and approach-departure clearance zone.)

1.3 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. Submit the following in accordance with Section 01300 SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS:

SD-01 Preconstruction Submittals

Heavy Equipment and Vehicle List; G

Existing Conditions Survey; G

Construction Operations Plan; G

Safety Plan; G

Schedule of Work; G

SECTION 01 35 13 Page 2

PART 2 PRODUCTS

2.1 AIRFIELD OBSTRUCTION LIGHTS

Airfield obstruction lights must conform to FAA AC 70/7460-1 and have red or white lenses.

PART 3 EXECUTION

3.1 HAZARDS TO AIRFIELD OPERATION

In addition to "DFARS 252.236-7005, Airfield Safety Precautions," the following paragraphs apply.

3.1.1 Work in Proximity to Landing Areas

Place nothing upon the landing area or applicable portions of safety precaution areas without authority of the Contracting Officer.

Use of landing areas for purposes other than aircraft operation, is prohibited without permission of the Contracting Officer, and the landing area is closed by order of the Contracting Officer and marked as indicated herein.

Accomplish all construction work on the runways, taxiways, and parking aprons and in the end zones of the runways and 75 feet to each side of the runways and taxiways with extreme care regarding the operation of aircraft. Cooperate closely, and coordinate with the Contracting Officer.

Park equipment in an area designated by the Contracting Officer. Parking of equipment, vehicles, or any type of storage overnight or for any extended period of time in the proximity of the landing areas or taxiways is strictly prohibited. Leave no material in areas where extreme care is to be taken regarding the operation of aircraft.

During periods of active performance of work on the airfield by the Contractor, govern all operations of mobile equipment per the safety provisions.

3.1.2 Schedule of Work/Aircraft Operating Schedules

Schedule work to conform to aircraft operating schedules. The Government will exert every effort to schedule aircraft operations so as to permit the maximum amount of time for the Contractor's activities; however, in the event of emergency, intense operational demands, adverse wind conditions, and other such unforeseen difficulties, the Contractor must cease operations at the specified locations in the aircraft operational area for the safety of the Contractor and military personnel and Government property. Submit a schedule of the work to the Contracting Officer describing the work to be accomplished; the location of the work, noting distances from the ends of landing areas, taxiways and buildings and other structures as necessary; and dates and hours during which the work is to be accomplished. Keep the approved schedule of work current, and notify the Contracting Officer of any changes prior to beginning each day's work.

Prior to commencement of work, submit the following to the Contracting Officer :

SECTION 01 35 13 Page 3

Existing Conditions Survey Construction Operations Plan Safety Plan Heavy Equipment and Vehicle List

Where flying is controlled, additional permission must be obtained from the control tower operator to enter a landing area unless such area is marked as hazardous to aircraft.

3.1.3 Daytime Markings

During daylight, mark stationary and mobile equipment with international orange and white checkered flags, mark the material, and work with yellow flags.

Vehicles operating in the landing area, must be identified by means of a flag on a staff attached to and flying above the vehicle. Flag size must be not less than 3 feet square and consist of a checkered pattern of international orange and white squares not less than 1 foot on each side.

Flags varying in any dimension by not more than 10 percent of the specified dimensions are considered to comply with the stated requirements.

3.1.4 Nighttime Markings

During nighttime, which begins 2 hours before sundown and ends 2 hours after sunrise, mark stationary and mobile equipment and material, and work with battery-operated, low-intensity, red flasher lights. Where the Contracting Officer determines that the red flasher lights may confuse pilots approaching for landings, the Contracting Officer may direct that the red flasher lights be left off or that the color of the lights be changed.

Light construction and installation must comply with FAA AC 70/7460-1.

Lights must be operational during periods of reduced visibility, darkness, and as directed by the Contracting Officer.

No separate payments will be made for lighting and protection necessitated by the safety provisions.

3.1.5 Excavation

Open only those trenches for which material is on hand and ready for placing therein. As soon as possible after the material has been placed and work approved, backfill and compact the trenches as specified.

Maintain landing areas at all times free from hazards, holes, material piles, or projecting shoulders that might damage tires or landing gear.

Paved surfaces must be kept clean at all times and free from small stones or other objects which could cause damage to propellers, craft, and personnel.

3.1.6 Contractor Safety Precautions

The Contractor is advised that aircraft operations will produce extremely high noise levels and will induce vibrations in pavements, structures, and equipment in the vicinity, and may result in high velocity flying debris in the area. The Contractor is responsible for providing all necessary protective eye and ear gear and other safety devices for his personnel, for insuring protection of his equipment, and for scheduling the work to

SECTION 01 35 13 Page 4 eliminate hazards to his personnel and equipment and to prevent damage to work performed by him.

Boundary areas for hazardous work locations and restrictions are defined in FAA AC 150/5300-13. Construction activity within the limits of the boundary areas without approval of the Contracting Officer is prohibited.

Provide a minimum of 2 aviation red or high intensity white obstruction lights on temporary structures (including cranes) over 100 feet above ground level.

3.1.7 Base Civil Engineering (BCE) Work Clearance Request

Obtain an approved BCE Work Clearance Request, AF Form 103, prior to the start of excavation, digging work, or work that disrupts aircraft or vehicular traffic flow, base utility services, fire and intrusion alarm system, or routine activities of the Activity.

3.1.8 Radio Contact

Provide necessary battery powered portable radios, including one radio for the tower. During work within the landing area, have an operator (who speaks fluent English) available for radio contact with the tower at all times. Radio frequency must be approved by the tower.

3.2 HARBOR WATERWAYS: NOT USED

3.3 MODEL UNIT: NOT USED

-- End of Section --

SECTION 01 35 13 Page 5

STATEMENT OF WORK 01005

01005 - 1 of 4 01005-Statement Of Work >> 03-Oct-05

UHHZ 100545

PART 1 - GENERAL

1.01 STATEMENT OF WORK: This is a general overview of the project. Follow details shown by the specifications and drawings, interpreted in accordance with contract clauses. Note especially DFAR 252.236- 7001 regarding designer intent.

A. Location

: Accomplish Work at Robins AFB, GA.

B. Price:

The original contracted price includes special work times for utility outages and repair of damages. The words "at no additional cost to the Government" apply to all such situations whether stated or not.

C. Contract Documents

: Follow details shown by the specifications and drawings, interpreted in accordance with contract clauses. The DFARS clause 252.236-7001, Contract Drawings and Specifications, is hereby incorporated by reference if not listed in the Standard Form 1442 of the contract. Note especially the clause's instructions regarding designer intent.

D. Project Scope, Objectives, and Criteria

. Provide all labor, material, plant, equipment, supplies, and coordination required to replace slabs on runway 33.

E. Project Requirements:

1. The project designers/engineers shall schedule and meet with the Civil Engineering utility shop personnel at the project site and locate their underground utility lines and buried structures that might be affected by any digging/excavation on the site plans during the design phase.

2. Replace the concrete and joint sealant on the runway.

3. The runway shall be closed 14 days or less.

4. Liquidated damages can be accessed by the contracting officer for each day beyond 14 days the runway is closed.

5. Saw cut joints full depth to remove concrete. Existing joints contain dowels.

6. Dowel all joints.

7. Pavement shall meet design requirements in UFC 3-260-02 Pavement Design for Airfields.

8. Replace concrete slabs.

9. Slabs are 20 inch thick and 25 feet by 25 feet in each direction. The flexural strength shall be 700 psi minimum.

10. Existing slabs are 20 inch thick.

13. Replace pavement markings to match the existing markings that are removed.

14. New concrete elevations/contours shall match existing elevations/contours.

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15. Provide sediment and erosion control.

16. All existing soil/ base course that is disturbed during concrete demolition shall be compacted to the requirements in UFC 3-260-02.

F. General Congestion

1. Work area is restricted to the area shown. It is very congested.

2. Some factors that may restrict work include aircraft operations during construction.

G. Evacuation

: If Government personnel must evacuate the area before construction starts, notify the Contracting Officer in writing 21 days before ready to start.

1.02 CONTINUED OCCUPANCY:

A. Access

: Runway shall remain in partial operation during the time of the project. The contractor will be given partial access to the project area.

B. Beneficial Occupancy

: The Government reserves the right to take beneficial occupancy of parts of the project area before the total project completion date. This is not final acceptance, and identified deficiencies must still be corrected.

1.03 HOURS OF WORK:

A. Standard work hours for this project are the base normal work hours of 7:00 AM to 4:30 PM, local time, Monday through Friday. Work must stop on official Government holidays and work curtailment days, unless specifically approved in advance.

B. Alternate Work Hours

1. If the Contractor desires to work another set of standard hours, such as four 10-hour days, submit written request five (5) workdays before the date desired to work the different standard.

2. To work special hours or days such as to continue exterior painting until dark, request verbal approval from the Contracting Officer at least four hours in advance.

3. The Government reserves the right to refuse these requests. However, they will usually be approved unless they negatively affect the base or the using activity. For example, the using activity may have difficulty paying overtime for escorts in controlled areas. In addition, work requiring inspector presence such as placing concrete may not be possible outside normal hours on short notice. Digging outside of normal hours will normally not be approved.

C. All references to days mean calendar days unless otherwise noted.

01005 - 3 of 4

1.04 SUBMITTALS:

A. General: Provide the following submittals in accordance with instructions found in Section 01300, Submittals and Contractor Furnished Items. The contractor may submit manufacturer’s data in lieu of the required certificate of compliance if he desires. The government requires manufacturer’s data if an “X” appears under the “Mfg. Data Required” column.

B. Material Submittals: Omitted.

C. Other Submittals: Provide the following submittals as required by the contract or as directed by the Contracting Officer.

Inspector Para # Description Date Required

1.01 E Evacuation Notice 21 days prior _______

Check Mark

1.03 B Alternate Work Hours 5 days prior _______

PART 2 - PRODUCTS - OMITTED

PART 3 - EXECUTION

3.01 COMMENCEMENT OF WORK

A. Construction Prohibition: Do not order any materials or start any construction until the Contracting Officer has approved all related submittals.

B. Noncompliance Impacts: Any contractor costs resulting from noncompliance with these requirements are the sole expense of the contractor

. Noncompliance shall not be cause for contract extensions or other considerations, but they may be cause for the Government to charge the contractor for liquidated damages for all negative impacts upon the Government.

3.02 COORDINATION: The superintendent (or contractor on-site project manager) shall coordinate work between different disciplines.

A. Avoid conflicts between new mechanical, electrical, architectural, and civil systems. Also, avoid conflicts between new work and existing structural or physical aspects or features of the facility.

Request guidance from the Technical Representative of the Contracting Officer, and then perform such work at no additional cost to the Government.

B. Locations shown are approximate and may be moved if approved by the Technical Representative of the Contracting Officer. Show such variations on as-built drawings and do them at no additional cost to the Government.

C. Manufacturers' recommendations and/or requirements, if more stringent than the specifications and drawings, shall be followed at no additional cost to the Government.

3.03 GOVERNMENT-FURNISHED PROPERTY will not be provided in this project.

3.04 AS-BUILTS: Also see Section 01300 for submittal items such as as-builts that apply to all projects.

01005 - 4 of 4

<<<<< END OF SECTION >>>>>

01040 -SITE REQUIREMENTS

01040 - 1 of 7

01040 - SITEREQUIREMENTS >> 20-JUL-05

1.01 SPECIAL REQUIREMENTS:

A. Controlled Areas (General):

1. This project includes work in one or more Controlled Area(s). The Contracting Officer will assist in getting proper notation on personnel badges for applicable areas. (, such as warehouses, the Flightline, Command Posts, and similar.)

2. Use no radios, pagers, or walkie-talkies in these areas.

3. Allow 15 minutes wait at arrival for escorts.

4. The contractor is responsible for all controlled/restricted area badges issued for this project.

Fifty dollars ($50.00) per badge will be deducted from the final contract payment for badges lost or not returned, regardless of the reason for said loss/nonreturn. If a receipt is desired for badges turned in during the contract period, the contractor must furnish it for coordination.

B. Airfield Zone Waivers:

1. Construction Waiver: UFC 3-260-01, Appendix B, Section B1-2.5.4.7, requires a temporary waiver be obtained for construction on the airfield. This applies to any construction, construction equipment storage, or hauling of materials or waste products that will take place within the boundaries of the Airfield Zone as shown on the Location map of Drawings. The Base Project Manager has advised the Base Community Planner to accomplish the necessary internal documents to obtain the temporary construction waiver for that area, and they are in process.

Do not start any work in the Airfield Zone until the Technical Representative of the Contracting Officer (TRCO = CE Inspector) has provided a copy of the approved waiver to the Contractor.

2. Crane Permit

: If a crane is required for construction on the airfield, the Contracting Officer will work with the Civil Engineering Community Planner to obtain this permit. Any crane activity on the airfield requires approval from the 78 ABW Commander prior to starting work. Submit a request in writing to the Contracting officer at least 45 days prior to the start of the work. The request shall detail the schedule for such work, hours of operation, height of the crane, and location of the crane. Be prepared to abide by any restrictions noted on the approval documents.

C. Airfield Zone Site Requirements:

01040 - 2 of 7

1. The Airfield Zone is shown on the Location map of Drawings. It is also referred to as the Flightline. Note that Section 01580, Safety Requirements, contains additional guidance on eliminating Foreign Object Damage (FOD) to the aircraft on the Flightline.

2. Schedule

: Furnish a schedule to the Contracting Officer on the anticipated work schedule for each area in the contract.

3. Storage Site Request

: Request in advance and obtain approval from Airfield Operations Management for any storage sites for all equipment and materials used on the contract.

4. Haul Route Request

: Request in advance and obtain approval from Airfield Operations Management for all haul routes or other travel requirements on the Flightline.

5. Prior to driving on the Flightline, the contractor shall ensure that all personnel required to operate vehicles on the Flightline are trained and certified. The contractor is responsible for scheduling the training through 78 OSS/OSAB, 926-2114, with adequate lead-time so as not to interfere with the contract schedule. Upon completion of the training, an AF Form 483 (Certificate of Competency) will be issued by the Airfield Manager’s office, which certifies that the individual has been trained on Flightline driving. This certification must be in the possession of the vehicle operator when driving on the Flightline.

6. Forms to Return: upon completion of the contract, turn in the AF Forms 483 to the Contracting Officer so that final payment will not be delayed.

7. Prior to the start of work each day, coordinate with the Chief of Airfield Operations Management. The contractor will advise Airfield Operations Management of the current work schedule, location and duration of work, and the type of equipment at the site for the day. The contractor shall also coordinate with Airfield Operations Management before leaving the site for the day.

8. Contractor employees requiring vehicle access to the controlled area of the Flightline shall display their company's name on both the right and left sides of the vehicle. Lettering shall be at least one and one half inches high and may be either permanently or magnetically affixed to the vehicle. The Government will deny entry to contractor vehicles not displaying the company name.

9. Provide an escort for all material suppliers or vendors transporting equipment or material to/from the Flightline job site. The certified escort can be a passenger or operate a lead vehicle no further than three vehicle lengths in front of the escorted vehicle. Ensure that all subcontractors comply with all Flightline requirements.

10. In addition to the validated AF Form 483, vehicle operators shall have valid state driver's licenses in their possession when driving on the Flightline. Vehicle operators shall adhere to Flightline driving procedures contained in RAFB Instruction 13-206, Control and Operation of Vehicle on Robins AFB Flightline and Industrial Area.

11. The contractor is responsible for ensuring that all contractor personnel, subcontractors, and suppliers meet all Flightline requirements. The Government may, at its discretion, remove any

01040 - 3 of 7 contractor, subcontractor, or supplier employee from and prohibit access to the Flightline for the duration of this contract for violations of Flightline procedures.

12. Employ a minimum of one person for each area where construction activity is underway whose full time job is to monitor radio traffic from the base control tower to ensure that no Flightline violations occur.

13. Under no circumstances shall contractor employees enter any Flightline building or area not covered by the contract or authorized for access to the contract area.

14. If a crane is required and approved for construction on the airfield, store the crane in such a manner as to not pose a hazard to flight operations. Contact, through the Inspector, 78 OSS, 926-2114, to receive instructions on how to store the crane each night.

15. Provide continuous cleanup at the work site. All areas shall be kept so clean as to prevent the spread of materials that may be tracked into other aircraft areas or which may be windblown in such a way as to cause a hazard to aircraft traffic. Materials will not be allowed to accumulate in such a manner as to create an eyesore.

Clean all haul routes as required to maintain aircraft safety and site order.

1.02 UTILITY REQUIREMENTS

A. Outages: Request utility outages in writing to the Base Civil Engineer, with a copy to the Contracting Officer, a minimum of 21 days before the proposed outage. These will be scheduled at Government convenience and may be at times other than normal working hours. For example, the times may be on weekends or during the second and third shifts (including holidays, holiday weekends, and work curtailment days). These are at no additional cost to the Government.

1.03 SUBMITTALS:

A. General: Provide the following submittals in accordance with instructions found in Section 01300, Submittals and Contractor Furnished Items.

B. Material Submittals: None required under this section.

C. Other Submittals: Provide the following submittals as required by the contract or as directed by the Contracting Officer.

Inspector Para # Description Date Required 1.01.B.1 Airfield Construction Waiver (Inspector provides

Checklist before start of work) ______ 1.01.B.2 Airfield Crane Request 45 days before work ______ 1.01.C.2 Airfield Schedule Before work ______ 1.01.C.3 Airfield Storage Request Before work ______ 1.01.C.4 Airfield Haul Route Request Before work ______

01040 - 4 of 7

1.01.C.6 Return AF Forms 483 Before final payment ______

1.02 Utility Outage Requests 21 days prior to outage ______

1.04 Safeguarding LAN Com Lines 21 days prior to work ______

3.01.E Road/Parking Closure Request 21 days prior to work ______ 3.02.A Govt Property Damage Notice Within 3 days of event ______ 3.03.C Warning Tape 14 days after NTP ______ 3.03.D Tracer Wire 14 days after NTP ______

3.05 Before - Site Photos Before Construction ______

3.05 After - Site Photos Before Final Inspection ______

3.08 Storage and Trailer Request 14 days after NTP ______

1.04 SAFEGUARDING COMMUNICATION FACILITIES: For work that will interfere with Local Area Network (LAN) cable, aerial cable, house cable, underground cable, or other communication facilities, notify the Contracting Officer in writing 21 days before the scheduled construction. Do no work until receiving written approval.

PART 2 - PRODUCTS - OMITTED

PART 3 - EXECUTION

3.01 DIGGING/EXCAVATION REQUIREMENTS: The Drawings show underground utilities and structures as presently shown on the best available record drawings of the site, and these may have some inaccuracies.

The information is provided for general bidding purposes only. Actual locations and quantities must be determined at the site while obtaining the form below.

A. Digging/Excavation Permit (Obtained on Base): Digging permits are obtained at 0800 Monday mornings, only, in Building 1555. The Contractor, along with the technical representative, shall meet with Civil Engineering utility personnel at this time to make all necessary arrangements for the excavation permit before any digging. The Contractor will be given instructions on how to prepare and properly complete Digging/Excavation Permit. This includes coordination before beginning any work involving digging/excavation and location of buried structures and utility lines. Before getting signatures, provide a drawing indicating the full extent of digging/excavation (width/depth/length of trench or hole). Civil Engineering utility personnel will meet with the Contractor at the site and locate their underground utility lines and buried structures that might be affected by any digging/excavation. Do not do any digging until all parties have approved the permit (three day maximum). The digging/excavation permit shall be effective only for the time period indicated by the final signature authority.

B. Recoordination of the Digging/Excavation Permit with all organizations and the technical representative shall be required for any additional time required after expiration of the original time period. No digging/excavation shall be done after l600 hours on weekdays or anytime on weekends unless prior approval is obtained.

C. Location of Buried Structures and Utility Lines: Accurately locate and stake buried structures and utility lines indicated.

01040 - 5 of 7

D. Excavation, trenching, and backfilling: Excavate to the required depth by hand digging within three

(3) feet either side of the buried structures or utility line. Do not use motorized equipment within these parameters. Only open those trenches for which material is ready for replacement. As soon as approved by the technical representative, backfill trenches as required by the drawings or specifications. As a minimum, replace topsoil and grass the disturbed area by seeding and watering.

E. Damage: The contractor is responsible for any damage to underground structures and utility lines identified on the drawings and any identified and marked in the field as a result of obtaining the digging/excavation permit. If any underground utility is damaged, notify the technical representative immediately.

F. Cutting of Roads, Streets, and Paved Parking Areas:

1. Mark, barricade, and illuminate construction work on or near roads or streets which may present a traffic hazard in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) 2000. Closures of streets, parking lots, and other traffic areas will not be permitted unless approved by the Contracting Officer after written request 21 days before the scheduled closure.

2. Road cuts shall be backfilled immediately after completion of associated utility work. When the road is reopened, the cut shall be filled with temporary or permanent materials to a smooth condition, or metal plates or other approved methods shall be employed to prevent discomfort or damage to vehicular traffic. Road cuts shall be permanently closed within 5 working days unless approved otherwise by the Contracting Officer. Provide advance signage warning motorists of the condition in accordance with the MUTCD. Repair streets as shown on the drawings.

3.02 REPAIR OF WORK AND MATERIAL: Carefully lay out cutting, channeling, chasing, or drilling of finish or structure or other surfaces for the installation of equipment or material to avoid damaging Government property or adjacent materials not involved in the project. If Contractor personnel or equipment inadvertently damage such items, then follow the procedures below. Failure to follow the notification procedures below shall be considered a serious violation of the contract.

A. Notify the Contracting Officer by telephone immediately and confirm within 3 days with a typed letter if damage to Government property occurs. The Government reserves the right to require the Contractor to work overtime and purchase material for repair before the end of the workday at no additional cost to the Government.

B. Repair damage to building or equipment to match existing as directed by the Contracting Officer with skilled workmen of the trades involved at no additional cost to the Government.

C. Repair Fire Resistant Assemblies that have been violated before the end of the day. In the event the work is incomplete, provide fire-rated gypsum board to cover holes 2-inch and greater in any dimension.

D. Reconnect Disconnected Equipment before the end of the day and insure that it is operating.

E. Existing Equipment and Material to remain or to be relocated is the property of the Government.

However, the Contractor is responsible for items to remain.

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F. Labels on equipment plates with information shall be properly protected before any operation that could damage or cover the label.

3.03 IDENTIFYING UNDERGROUND LINES AND STRUCTURES:

A. Regardless of statements in other Spec sections, provide tracer wires and warning tapes over buried underground utilities and structures. Follow these requirements if the other Spec sections are less detailed and stringent.

B. These include all underground items such as utility lines, oil/water separators, fuel and water storage tanks, and utility pits and manholes with tops below grade.

C. Provide a warning tape of standard industrial width and thickness with imprinted words identifying the type of utility line or structure below it. Place along the length (and width if not a utility line) of the protected item at one-foot depth below grade.

D. For buried non-metallic lines and structures also provide a tracer wire placed just above them, so conventional locating equipment may be used to locate the lines or structures. These items may be made of plastic, fiberglass, or similar non-metallic material. Design basis of the tracer wire is BMS Heavy Tracer Wire by Utilitronics, PO Box 480, Stoughton, MA 02072 - phone 1-800-245-8850.

Use no less than #12 AWG copper solid wire, 5/64” HMWPE insulation, with white color.

3.04 BUILDING NUMBER: Omitted.

3.05 SITE PHOTOGRAPHS:

A. General

: Take "before" and "after" color photographs of the work site on a digital camera with a resolution for each picture of at least 60 KB compressed image. Provide for approval on a CD- RW/DVD disk at least 24 views chosen by the Technical Representative of the Contracting Officer (TRCO) before construction. Provide additional views as directed to show the full extent of the work. Provide for approval an identical set of "after" views.

B. Underground Utilities

: For projects where there is trenching for any underground utilities, even if just laterals from outside equipment into mech-elec rooms, take an additional set of as-built photos after construction for approval before final inspection. These must cover the entire length of the trenching with a view to showing nearby landmarks to enable a person to locate the line in the field in the future by using the photos after the disturbed soil is no longer visible.

3.06 SITE MAINTENANCE, CLEAN UP, AND RESTORATION

A. Maintain the work site in a neat, orderly, and safe manner. Cut grass regularly to maintain site to base standards.

B. Remove scrap, waste, and excess materials promptly. Provide signs, barricades, and lights as required to protect base personnel.

01040 - 7 of 7

C. Do not allow trash and debris to accumulate and become unsightly. Sweep up and collect in contractor-maintained disposal containers daily. Dispose of collected debris weekly as a minimum.

D. Store materials on site in a neat and orderly manner.

E. Restore the project site to its final condition as required by the contract as soon as possible.

F. Do not open trenches or excavations until material is on-hand or scheduled to arrive within three days. Close excavations or ditches as soon as the work has been placed, inspected, and accepted by the Government.

3.07 CRANES, BOOM-TRUCKS, ETC.: Any tall equipment, such as a crane or boom-truck, must be lowered when not in use, especially at the end of each work day. If used at night, then operate the appropriate lighting at the peak element.

3.08 STORAGE AND OFFICE AREA: Submit a request for approval if the Contractor desires a storage area or storage/office trailer(s) on Base. If approved, the Contractor will be allowed limited land area to put an office and/or storage trailer and storage area, but only for this contract. The location will be as identified by the Technical Representative within the Base perimeter.

A. Trailers: All contractor trailers must be identified with a professionally lettered and neat sign giving the name and phone number of both the trailer rental company and the contractor. Trailers must be in good repair and give a presentable appearance. Trailers used as Field Offices shall be anchored with rods and cable or by steel straps to ground anchors. The anchor system shall be designed to withstand high winds and must meet applicable state or local standards for anchoring mobile homes.

B. Items stored for the project on Base are the responsibility of the Contractor. Replace all such items acquired for this contract that are stolen, vandalized, damaged, or otherwise unusable - at no additional cost to the Government. The Contractor may install a temporary fence in the manner and of the type that is acceptable to the Contracting Officer.

C. This site shall be kept clean and orderly, or the Contracting Officer may require the Contractor to evacuate the site before the end of the contract.

01042 – Temporary Obstruction Marking for Airfields UHHZ 100545

01042 - 1 of 2 01042 - Airfield Construction Hazard Marking – 24 Sep 01

INDEX for UHHZ 100545

1. Scope

2. Applicable Publications

3. General

4. Submittals

5. Definitions

6. Pavement Markings

7. Barricades

8. Maintenance and Operations

1. SCOPE: The work covered by this section of the specifications consists of furnishing all plant, labor, and equipment, appliances and materials and in performing all operations necessary to provide lighting and marking of obstructions to air and ground traffic in the construction area and barricades, in strict accordance with this section of the specifications and the applicable drawings.

2. APPLICABLE PUBLICATIONS: The following publications of the issues listed below, but referred to thereafter by basic designation only, form a part of this specification to the extent indicated by references thereto:

2.1 Engineering Technical Letter

ETL 94-01 5 April 1991, Standard Airfield Pavement Marking Schemes

3. GENERAL: Obstruction lighting and marking shall conform in all respects to ETL 94-01, except as specifically interpreted, expended or detailed by these specifications or the contract drawings. All obstruction lighting and marking specified herein and on the contract drawings shall be furnished and installed prior to beginning of work on any area requiring lighting and/or marking. After completion of contract work on any one area, and before work is started on any other area, the contractor shall remove all equipment and temporary markings and lighting from the completed area to their original condition, unless a written exception is granted by the Contracting Officer to allow the contractor to work on two or more areas at one time.

4. SUBMITTALS

4.1 GENERAL: Provide the following per instructions in Section 01300, Submittals and Contractor Furnished Items.

4.2 MATERIAL SUBMITTALS: Submit manufacturer’s data in lieu of the required certificate of compliance if you desire. If an “X” appears in the “Mfg. Data Required” column, then the Government requires Manufacturer’s data.

Mfg. Certificate Data of Excepts Inspector’s Para # Description Req’d Compliance Taken Checklist

7 Barricades ___ _X_ ___ ___

4.3 OTHER SUBMITTALS: Omitted.

01042 – Temporary Obstruction Marking for Airfields UHHZ 100545

01042 - 2 of 2 01042 - Airfield Construction Hazard Marking – 24 Sep 01

5. DEFINITIONS:

5.1 Obstructions: Any object, equipment, personnel, construction area, or any other item which would constitute a hazard to ground or air movement of aircraft, as determined by the Contracting Officer or his authorized representative.

6 PAVEMENT MARKINGS:

6.1 Closed Pavement Markings (Omitted)

7. BARRICADES: Use reflective orange and white colored barricades with amber-yellow lights. All barricades shall be anchored or be of sufficient mass to retain an established position where they are placed. Flashing lights must be at least five candelas effective intensity and flash at a rate of from 55 to 75 flashes per minute. Continuous burning lights must have an effective intensity of 10 candelas. Place barricades at 50 feet (15 240 mm) minimum intervals and use dual markers and light on corners and ends. The following pavement areas shall be marked with barricades during this contract during hours the pavements are under construction or allowed to be closed after working hours. Where the pavements are to be opened to traffic after working hours, the barricades shall be removed.-

8. MAINTENANCE AND OPERATION: The contractor shall be responsible for maintenance of all pavement markings and barricades installed under this contract. The contractor shall respond within 30 minutes from time of notification for maintenance purposes during non-working hours.

The contractor from shall operate all lights sunset to sunrise and as directed by the Contracting Officer during poor visibility conditions.

---- END OF SECTION ----

01300 - SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

01300 - Page 1 of 6 01300 - Submittals & Contractor-Furnished Items >> 27-Jun-06

UHHZ 100545

PART 1 - GENERAL

1.01 GENERAL:

A. Basic:

1. Provide items requiring drawings, diagrams, certifications, manufacturers’ literature, data brochures, technical data, sample requests, forms, and other data as noted under the submittals section of each specification section.

2. This section does not describe design submittals required under design-build contracts.

B. Preconstruction Submittals:

1. In accordance with this Section, the following documents are required and must be approved before NTP is issued:

Certificates of insurance Surety bonds List of proposed subcontractors List of proposed products Construction Progress Schedule 1 Set of Bid Documents (Drawings & Specs) Submittal register Schedule of prices Health and safety plan Work plan Quality control (QC) plan Environmental protection plan Storm Water Pollution Prevention Plan Storm Water Notice of Intent Existing Conditions Storm Water Pollution Prevention Plan Storm Water Notice of Intent Existing Conditions

C. Contractor Responsibility:

1. Review, Corrections, or Comments made on the Submittals do not relieve the contractor from compliance with the requirements of the Drawings, Specifications, Addendums, and Contract Documents. By entering into this contract, the contractor agrees that the purpose of submittals is to demonstrate to the contracting officer that the contractor understands the design concept and that he demonstrates his understanding by indicating which equipment and material he intends to furnish, install, and use. Review of shop drawing will be general only for basic conformance with the design concept. The Government’s review of such drawings, schedules, or cuts shall not relieve the contractor from the responsibility for correcting all errors of any sort contained in the submittals.

01300 - Page 2 of 6

2. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting proper fabrication processes, construction methods and installation techniques; coordinating this work with that of all other trades; and performing all work in a safe, workmanlike and satisfactory manner.

3. The Government has not stipulated dates for turning in material submittals, unless noted elsewhere in the specifications. The contractor must manage his/her material and equipment lead times for obtaining approval in sufficient time to complete work on schedule.

1.02 SUBMITTALS: Provide the following submittals as required by the contract or as directed by the

Inspector Para # Description Date Required Check Mark

1.05 A Superintendent Data As Directed ___

1.08 Equipment List 30 Days before Prefinal ___

1.10 Pre-Award - Experience With Bid ___

1.11.A Pre-Award - DB Schedule With Bid ___ 1.11.B Pre-Award - DB Design Firm With Bid ___ 1.11.C Pre-Award - DB Subs With Bid ___

1.03 SUBMITTAL INSTRUCTIONS: Each Specification Section lists the submittal requirements unique to it. The following apply to all sections.

A. Submittal Forms. Material submittals shall be made using AF Form 3000. For design-build (DB) projects, all design submittals only require a transmittal letter. Material submittals included with DB design packages do not require the use of the AF Form 3000, but they are considered part of the design package.

B. Material Submittals:

1. Complete Submissions: All items requiring submittals for each section shall be provided at one time. Partial submittals will be returned without approval. No time extensions will be granted for failure to comply. In some instances the specifications may require certain items from one or more specifications sections to be submitted at one time. For example, condensing units and air handler submittals may be required to be provided together.

2. Submittal Checklist: The contractor shall complete a copy of the checklist provided in the submittals paragraph of each specification section. This checklist shall be provided with each submittal. Submittal information shall be arranged in order to correspond with each checklist.

3. Time: The Contractor shall have approved submittals before ordering any equipment under this contract. If equipment is ordered prior to receiving approval, it will be solely at the Contractor’s risk.

Under no circumstances will material be installed prior to approval of submittals. There will be no time schedule for providing material submittals unless noted elsewhere in the specifications. The Contractor will be required to manage his materials/equipment lead times and obtain approval in sufficient time to complete the work on schedule. Disapproval of incomplete or unsatisfactory submittals shall not be grounds for contract extensions. Other submittals such as as-builts, test

01300 - Page 3 of 6 reports, etc., shall be provided as indicated.

4. Manufacturer’s Data: When the specifications contain an “X” under the “Manufacturer’s Data Required” field of the submittals paragraph checklist, then the submission of manufacturer’s data is required. If an “X” is in the “Certificate of Compliance” field, then it becomes the Contractor’s option to submit manufacturer’s data or a Certificate of Compliance as detailed below.

5. Exceptions: If any material proposed for use on this contract deviates from the specifications, the Contractor shall submit those proposed deviations for approval along with detailed justification. All exceptions and deviations shall be described in detail with each product submittal. Cost will not be considered a justification for taking exceptions unless a credit is offered to the Government.

6. Substitutions: Products provided by manufacturers other than those specified as the “design basis” shall be considered substitutions.

a. All features of items submitted as substitutions are implied to be in full compliance with Specifications and Drawings if not specifically noted as "Exceptions."

b. Where a design basis is referenced in Specifications and Drawings, substitutions must meet or exceed the salient features of the design basis as determined by the Technical Representative of the Contracting Officer. Exceptions to design basis characteristics must be clearly noted as "Exceptions." Note: The Federal Acquisition Regulations place the burden of proving the substitute as equal or better on the contractor.

c. Changes required to accommodate approved substitution shall be made at no additional cost to the Government. For example, an approved motor substitution may require upsized electrical cable and conduit.

7. Certificate of Compliance: The Contractor may, at his option, submit a “Certificate of Compliance” (COC) in lieu of providing manufacturer’s catalog cuts/data. Only one COC will be required per specification section. Submit three copies of each COC package. The COC must be signed by the contractor and either the supplier or the manufacturer. The COC letter is attached at the end of this specification section. The letter must be completed in full.

C. Other Submittals: Other submittals such as samples, test results, spare parts, etc., shall be provided as required by each specifications section. Provide 4 copies of each unless directed otherwise.

1.04 RETURN AND DISAPPROVAL OF SUBMITTALS: This is a routine project. The Contracting Officer will return submittals made with AF Form 3000 to the Contractor within 14 days after receipt, using the AF Form 3000 to show approval or disapproval. Resubmit revisions of disapproved submittals within 14 days after receipt of disapproval, again using AF Form 3000. Disapproval shall not be cause for time extension.

1.05 SUPERINTENDENT:

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A. When requested, provide name and qualifications for review. Designate a competent person who shall have full authority to act for the Contractor and who shall be the primary contact with the Government until project acceptance. The superintendent is a non-working site supervisor/manager who shall be on site at all times when any Contractor personnel are on site. The “site” is defined as the location where construction work is being done. The Government through the Contracting Officer or Technical Representative of the Contracting Officer (CEC Inspector) reserves the right to shut down all Contractor site activities if the superintendent is not on site at such times. Site work shall not resume until the superintendent has returned to the site. Several violations of this requirement are cause for termination for default.

B. If the FAR clause requiring the formal Superintendent is not included in the contract, then the Contractor…