Combined_Specs_Double_Sided--rev_2.pdf

DEPACK FACILITY

NEAR B145

Robins AFB, Georgia, U.S.A.

SPECIFICATIONS

FINAL SUBMITTAL

April 11, 2016 RAFB Project Number: UHHZ140006

TM Project Number: 15016

UHHZ14006 – CONSTRUCT DEPACK BUILDING NEAR B145

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01005 STATEMENT OF WORK

01040 SITE REQUIREMENTS

01300 SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

01310 CADD AS-BUILT DRAWINGS

01 33 29 SUSTAINABILITY REPORTING

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01501 TEMPORARY SERVICES FOR CONTRACTOR

01540 GREEEN PROCUREMENT

01560 ENVIRONMENTAL REQUIREMENTS

01572 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01580 SAFETY REQUIREMENTS

01600 PRODUCT REQUIREMENTS

01700 EXECUTION REQUIREMENTS

01730 OPERATIONS AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE F ORMING

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 77 00 FIBERGLASS REINFORCED WALL PANELS

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 34 00 MANUFACTURED PLASTIC CASEWORK

12 36 00 COUNTERTOPS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PRO TECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITI ONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AN D EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METH ODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVA C

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 82 00.00 20 TERMINAL HEATING AND COOLING UNITS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPME NT

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

PROJECT TABLE OF CONTENTS Page 3

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE C ONTROL

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

-- End of Project Table of Contents --

UHHZ14006 - CONSTRUCT DEPACK BUILDING NEAR B145

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

GENERAL

G001 COVER SHEET

G002 LEGENDS, ABBREVIATIONS, AND NOTES

CIVIL

CD101 DEMOLITION PLAN

CC101 EXISTING PLAN

CC102 LAYOUT PLAN

CU103 GRADING PLAN

CU104 UTILITY PLAN

CC105 UTILITY PROFILE

CC106 CONSTRUCTION DETAILS

CE107 INITIAL EROSION CONTROL PLAN

CE108 INITIAL EROSION CONTROL PLAN

CE109 INTERMEDIATE EROSION CONTROL PLAN

CE110 FINAL EROSION CONTROL PLAN

CC111 EROSION CONTROL DETAILS

LIFE SAFETY

LS101 LIFE SAFETY PLAN

ARCHITECTURAL

A101 FIRST FLOOR PLAN

A111 REFLECTED CEILING PLAN

A201 ELEVATIONS

A202 ELEVATIONS

A301 BUILDING SECTIONS

A302 WALL SECTIONS

A601 DOOR AND WINDOW SCHEDULES

A602 WINDOW SCHEDULE DETAILS AND WALL TYPES

A603 FINISH SCHEDULE AND INTERIOR ELEVATIONS

A604 SIGNAGE SCHEDULE AND DETAILS

STRUCTURAL

S001 STRUCTURAL NOTES AND SCHEDULES

S101 STRUCTURAL FOUNDATION PLAN

S102 FUTURE CRANE LIMITS PLAN

S501 TYPICAL CONCRETE DETAILS

S502 CONCRETE SECTIONS AND DETAILS

MECHANICAL

DOCUMENT 00 01 15 Page 1

UHHZ14006 - CONSTRUCT DEPACK BUILDING NEAR B145

M001 LEGENDS, GENERAL NOTES AND SCHEDULES

M002 DETAILS

M101 MECHANICAL NEW WORK PLAN AND ELEVATION

PLUMBING

P001 SCHEDULES, LEGENDS AND DETAILS

PL101 WASTE, DRAINAGE AND VENT PIPING FLOOR PLAN

PP101 DOMESTIC WATER DISTRIBUTION FLOOR PLAN

FIRE PROTECTIONS

FP101 NEW WORK FLOOR PLAN - FIRE PROTECTION

ELECTRICAL

E001 LEGEND AND SCHEDULES

E002 SCHEDULES

EL101 LIGHTING FLOOR PLAN

EP101 POWER FLOOR PLAN

SPECIAL SYSTEMS

EY101 SPECIAL SYSTEMS FLOOR PLAN

EY102 LIGHTNING PROTECTION PLAN

-- End of Document --

DOCUMENT 00 01 15 Page 2

UHHZ14006 – DEPACK BUILDING STATEMENT OF WORK - 01005

4 Mar 16; rev 1, 3 Jun 16

STATEMENT OF WORK

01005 - 1 of 4

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.

C. Contract Documents: Follow details shown by the specifications and drawings.

D. Project Scope, Objectives, and Criteria. Provide all labor, material, plant, equipment, supplies, and coordination required to construct the new Depack Building located near building 145. The project is a 3000 square foot pre-engineered metal building containing approximately 1000 square foot of finished space including office, break room, bathrooms and janitor closet and 2000 square feet of shop area.

E. Project Requirements:

1. Interior Finishes: Finished areas will have VCT floor with rubber base, painted gypsum board walls and acoustical 2’x 2’ lay in ceiling. The Shop space will be open with a metal liner panel up to 10’ around the space. The floor will be bare troweled concrete. Walls above 10’ and ceiling will have exposed steel structure and PSKP scrim covered fiberglass insulation.

2. HVAC: The finished space will be air conditioned by a package unit located adjacent to the building. The shop area will be ventilated with sidewall propeller exhaust fans.

3. Fire Protection: The building will have a fire alarm system/mass notification system. The building will have full fire sprinkler protection.

4. Equipment: The 2000 square foot shop area will house a 3 ton crane with a 20’ hook height, which will be provided outside of this contract.

5. Site Work: Site work will include rerouting a 12” water main around the building site. Both power and sewer are available to the building site. There is a communications line running to the temporary building adjacent to the site that will need to be rerouted to our building at the conclusion of the project.

6. Roof: Design Criteria include UFC-110-03; ASCE 7-10, Exposure Category C; 2012 IBC; and IAS AC472, Accredited Manufacturer. The roofing crew must have their certified installer’s certificate and on site on the roof at all times during installation. A three-inch standing seam roof with 360-degree seam, mechanically seamed on site shall be used. The minimum manufacturer’s inspections shall be done within the first three days of beginning the roof installation and at final completion (two inspections total).

STATEMENT OF WORK

01005 - 2 of 4

The roof shall have a 20-year single source, no-dollar-limit (NDF) warranty that covers roofs exposed to wind speeds up to those specified by ASCE 7-10.

7. The contractor 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.

8. [REVISED 3 June 2016] The contract bid will include option 1 to provide the 14-foot diameter ceiling fan in the warehouse/depacking area of the building. The power panel and wiring requirements for the fan will be included in the base bid.

F. Performance Period: The contractor shall have all submittals (except As-built drawings and O&M Manuals) submitted and approved within 60 days of Notice to Proceed. Contractor shall begin work within 30 days of NTP and be completed with project within 270 days of NTP.

G. General Congestion: Work area is restricted to the area shown. It is moderately congested.

H. 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: The adjacent modular building shall remain in full operation during the time of the project. The contractor will be given partial access to the project area.

1.03 HOURS OF WORK:

A. Standard Work Hours: Normal work hours of 7:30 AM to 4:00 PM eastern standard 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 alternate work hours, such as four 10-hour days, submit written request five (5) workdays before the date desired to work the different standard.

2. 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 with prior written approval. Digging outside of normal hours will not be approved.

01005 - 3 of 4

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

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. Project Submittals:

1. Drawings

2. Calculations

3. Material samples

C. Other Submittals: Provide any other required submittals as directed by the

Contracting Officer.

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.

01005 - 4 of 4

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

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.

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

UHHZ140006 – DEPACK BUILDING SITE REQUIREMENTS - 01040

REVISION DATE 31 JULY 2014

SITE REQUIREMENTS

01040 - 1 of 12

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 the Flightline.

2. Allow 15 minutes wait at arrival for escorts.

3. 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:

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.

01040 - 2 of 12

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, (478) 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 at (478) 926-2114 or (478) 926-2115. 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 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.

01040 - 3 of 12

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.

D. MFH projects: Submit a courtesy slip for approval. Notify occupant with courtesy slip at least three (3) workdays but no more than five (5) workdays before starting work. Include in the courtesy slip the telephone number and name of the Technical Representative to call for schedule problems.

E. AMC/Joint STARS Area:

1. Submit a letter with the following information through Contracting Officer to 78

SFS/SFOS (62118) 7 days prior to proposed entry by personnel:

a. Name, Social Security Number, place and date of birth, and citizenship of each person to enter area. PRIVACY ACT STATEMENT: Section 6311 of Title

5 to the U.S. Code authorizes collection of this information. The primary use of this information is to identify persons present in area. Furnishing the above information is voluntary, but failure to do so may result in disapproval of admission request.

b. Type of vehicle to enter area with license number.

2. Also request permission to enter any special restricted areas (such as the Mass

Parking Apron or Alert Area) one day in advance each time entry is needed. Repeat visits may be arranged if a firm schedule is established.

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.

B. Metering.

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1. Credit Unions, banks, public schools and other non-Federal organizations at their expense furnish, install, operate and maintain all facilities required to obtain service, including suitable metering and regulating equipment and service connections to the government’s utility system.

2. For DoD agencies, including MWR activities and Air National Guard Units; Defense Base

Operating Fund activities; non-DoD Federal agencies, including post office facilities; occupants of privately owned mobile homes located on Air Force installations; government civilian employee renting quarters owned or controlled by the Air Force; and occupants of military housing projects insured by the government under Title 12 U.S.C., Sections 1701 and 810, install meters on all:

a. New facilities or renovated facilities, using applicable constructions funds.

b. Existing facilities at government expense when the total cost to install the meter does not exceed the estimated gross revenue for 1 year. For energy management purposes, install permanent or temporary meters at government expenses, regardless of gross revenue for 1 year, on new or existing individual buildings, structures, appliances, or equipment. For installing meters on existing facilities, the Base Civil Engineer budgets for and prioritizes installing meters using fund sources that include

Operations and Maintenance; Research, Development, Test and Evaluation; Military Family Housing

(P713 or P722); Medical Support Facilities; and, DBOF facilities.

3. Provide service entrance metering on the facility for electrical, natural gas, and steam utilities, as applicable.

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 Checklist

1.01.B.1 Airfield Construction Waiver (Inspector provides 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 ______

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

1.01.D MFH Courtesy Slip 3 days prior to visit ______

1.01.E AMC/Joint STARS Information 7 days prior to visit ______

1.01.G.1 Avionics Complex Information 5 days prior to visit ______

01040 - 5 of 12

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 ______

3.04 Bldg Number on Corners 14 days before pre-final ______

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. Re-coordination 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.

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

01040 - 6 of 12 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 30 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

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: Place building number (to be determined) on the facility at four locations as directed. Use metal plates furnished by the Government and installed as directed. These plates are approximately sixteen inches wide by eight inches high.

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.

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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.

Minimum 1 each corner.

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.

3.09 PROJECT CONSTRUCTION SIGNAGE: See Robins AFB Facility Standards, Part 4B.

3.10 ROOF WARRANTY BUILDING SIGNAGE: Submit a copy for approval of the Contractor’s proposed roof warranty building signage in accordance with example below to be mounted on corner of building. If approved, the Contractor will install roof warranty signage at location as identified by the

Contracting Officer’s Technical Representative.

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ROOF WARRANTY SIGN EXAMPLE

SIZE TO BE 8 ½” HIGH X 11” WIDE. SIGN TO BE ¼” REYNOBOND MATERIAL WITH VINYL

BACKGROUND (FEDERAL STANDARD (FED-STD) 595B COLOR, STANDARD BROWN –

10100) AND VINYL LETTERING (FED-STD 595A COLOR, WHITE - #17875). LETTERING TO

BE BLOCK STYLE, WITH ARIAL FONT.

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UHHZ140006 – DEPACK BUILDING SUBMITTALS AND

CONTRACTOR-FURNISHED ITEMS – 01300

Revision date 10 May 2013

SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

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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. All submittals and operations and maintenance data shall be submitted in a 3-ring binder or comb binder.

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

B. CONSTRUCTION SUBMITTALS:

Inspector

Para No. Description Date Required Checkmark

1.01.C1 Time Schedule by Preperf/Precon Mtg _____

1.01.C1 Meeting Records As Noted or Monthly _____

1.03.D Progress Report Monthly _____

1.03.E List of Values with First Progress Report _____

1.03.F Daily Reports Weekly _____

1.10 Closeout Report before Final Inspection _____

C. PRECONSTRUCTION SUBMITTALS:

1. In accordance with this Section, the following documents are required and must be submitted within 14 days after Construction NTP is issued:

List of proposed subcontractors

List of proposed products

Construction Progress Time Schedule (AF Form 3064)

1 Set of Bid Documents (Drawings & Specs)

Submittal register

Meeting Records

Health and safety plan

Work and Demolition plan

Quality control (QC) plan

(Environmental protection plan)

(Storm Water Pollution Prevention Plan)

(Storm Water Notice of Intent)

(Existing Conditions – Photographs and Field Verification Sign-off)

D. 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

UHHZ140006 – DEPACK BUILDING SUBMITTALS AND

01300 - 2 of 8 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.

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 Contracting Officer.

Inspector

Para # Description Date Required Check Mark

1.05 A Superintendent Data As Directed ___

1.08 Equipment List 30 Days before Prefinal ___

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

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01300 - 3 of 8

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 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 specification section. Provide 4 copies of each unless directed otherwise. Upon request contractor shall provide any other submittals as required by the

COR.

UHHZ140006 – DEPACK BUILDING SUBMITTALS AND

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D. CONSTRUCTION REPORTS

1. PROJECT TIME SCHEDULE

a. Submit a schedule for the entire contract at the Kickoff (Preperformance or

Preconstruction) Meeting, or before that meeting if so directed elsewhere in these specifications.

(1). The schedule for the entire contract may be submitted in Microsoft

Project format if the contractor so chooses. The Government will also accept similar sequence patterns shown in Word or Excel if they are properly developed and displayed.

(2). If there are several projects in one contract, submit a separate schedule for each project at the same time.

b. Include timelines for design (as applicable), mobilization, start site work, separate timelines for each discipline and subcontractor, prefinal and final inspection times, punchlist completion, and demobilization.

c. The contracted total allotted time and the Government's estimate for each part of the schedule are included in the attachment to this specification.

(1). The attached schedule includes days after award for holding the Pre-performance or Preconstruction Meeting and for one resubmittal of documents provided by the Contractor at the meeting.

(2). No (design or) construction work may begin until the Contracting

Officer has approved the schedule.

(3). Resubmit if and as directed by the Contracting Officer. (Also, see section 01030 if this is a design-build project.)

(4). If the approval process takes longer than the amount of days allotted, that will not result in a time extension for the entire contract.

2. PROJECT PAY SCHEDULE

a. Also submit at the Kickoff (Pre-performance or Pre-construction) Meeting time schedule(s) on AF Form 3064 that show(s) the percentage completion timeline.

This establishes the pay schedule.

(1). Ensure the Form 3064 matches up with the Project Time Schedule described above, even if that requires two or more pages of the Form 3064.

UHHZ140006 – DEPACK BUILDING SUBMITTALS AND

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(2). Also ensure the price percentages match up with the approved price proposal at each step on the timeline.

(3). For design-build projects, submit two separate 3064’s for design and construction. Follow the Schedule described above for dates, and use the price proposal to get your percentages. Invoices during construction shall show 100% design that was paid, and the current percent complete on the construction part.

Show that the sum of design and construction subtotals adds up to the grand total for each design-build project.

3. MEETING RECORDS:

a. Whenever the contractor meets with Government representatives to discuss outstanding issues or details, the contractor shall prepare a written meeting record of major decisions made and of action items, noting person responsible and date due for each item. These will stand as accepted by the Government unless contradicted by

Government personnel who attended the meeting.

b. No decisions made constitute a contract change - the Contracting Officer handles these in separate contract modification packages.

c. Meeting records are due by e-mail or fax to all offices represented at the meeting by no later than two workdays after the meeting.

d. The Contracting Officer considers any resolved issues, decisions, or identified action items to the benefit of the Contractor without these written records to have never happened, since they were not documented and accepted by the

Government.

e. For additional record purposes, either the Contractor or the Government may elect to audiotape the meeting.

4. PROGRESS REPORTS:

a. Prepare and submit a monthly progress report (AF Form 3065) for each project and the entire contract on a monthly basis.

b. Obtain coordination signature on the monthly progress reports from the

Technical Representative of the Contracting Officer (CENME Inspector) before submitting to the Contracting Officer.

E. LIST OF VALUES: Include for approval with the first monthly progress report a breakout of net costs for each item of work for the project. These are costs that include materials, labor, equipment, overhead and profit, etc. to be prorated against each item. These numbers are for use by the base to improve future estimates.

UHHZ140006 – DEPACK BUILDING SUBMITTALS AND

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F. LOG BOOKS:

1. Keep daily logs of the activities of the prime contractor and subcontractor employees. The logs shall include the following:

a. Date

b. Number of people on the job site and skills for each

c. List of construction equipment on the job site

d. Types of work accomplished and how much

e. Materials delivered to the job site

f. Problems and their impacts that arose with the site, the Inspector, facility users, subcontractors, and the weather.

2. Provide a copy of this daily log (or the original) to the Technical

Representative of the Contracting Officer (CENME Inspector) weekly.

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:

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 (CENME 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 shall have a designated work leader or foreman on site during all occasions when there are two or more personnel on site. There shall always be “someone in charge” who has authority to act for the Contractor at all such times, even if the person is just the most senior of the laborers on site.

1.06 TURN-IN OF IDENTIFIED EQUIPMENT, SPARE PARTS, TOOLS, AND OTHER

MATERIALS: Items in the Submittals section of each Specification Section (or elsewhere) that are indicated for turn-in to the Government shall be delivered as directed, or at least before prefinal inspection. Obtain receipts from Government employees receiving the materials and deliver them to the

Contracting Officer before prefinal inspection.

UHHZ140006 – DEPACK BUILDING SUBMITTALS AND

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1.07 AS-BUILT DRAWINGS: Submit CADD as-built project drawings for approval, as detailed in

Section 01310. The Government will not make Final Payment to the Contractor until these are fully accepted and approved.

1.08 PROVIDE EQUIPMENT LIST to Contracting Officer.

A. Indicate the make, model number, and warranty expiration date of equipment installed by

Contractor. The Technical Representative will inform the Contractor which equipment should be on list.

After the Government approves the list, complete the GSA Forms 274 obtained from Technical

Representative, and then place these labels on the equipment in…