3b. UHHZ160138 Drainage - Storm Drain Facility 8700 - Specifications.pdf

Corrected Drainage - Storm Drain Facility 8700 Robins Air Force Base

SPECIFICATIONS

Phase IV - Corrected Final

December 13, 2023 AE Project #23014

Prepared by:Prepared for:

UHHZ 160138

THIS PAGE INTENTIONALLY LEFT BLANK FOR DUPLEX PRINTING

Corrected Drainage – Storm Drain Facility 8700 UHHZ160138 Robins Air Force Base

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01005 STATEMENT OF WORK

01040 SITE REQUIREMENTS

01042 AIRFIELD CONSTRUCTION HAZARD MARKINGS

01300 SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

SUBMITTAL REGISTER

01310 CADD AS-BUILT DRAWINGS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01501 TEMPORARY SERVICES – CONTRACTOR

01540 GREEN PROCUREMENT

01560 ENVIRONMENTAL REQUIREMENTS

01580 SAFETY REQUIREMENTS

01600 PRODUCT REQUIREMENTS

01700 EXECUTION REQUIREMENTS

DIVISION 02 – EXISTING CONDITIONS

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 32 19.13 GEOGRID SOIL STABILIZATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSE

32 92 19 SEEDING

32 92 23 SODDING

APPENDIX

APPENDIX A GEOTECHNICAL REPORT

-- End of Project Table of Contents --

UHHZ160138 STATEMENT OF WORK – 01005

STATEMENT OF WORK

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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. Pre-Award Submittals. Submit the following before award during non-competitive negotiations:

1. Cost - Cost breakout with base bid, design cost, and options on separate sheets. Provide complete breakouts in similar fashion for each subcontractor.

2. Schedule – The contractor shall submit a schedule from award to construction complete in MS Project or Excel format. A Pre-Construction meeting will be held between the contractor, project manager, building manager/occupant, and contracting representative to determine a construction start date.

C. 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.

D. 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.

E. Project Scope, Objectives, and Criteria. Provide all labor, material, plant, equipment, supplies, and coordination required to repair existing storm drainage pathways near the Southwest corner of runway 15-33 to limit growth of dense vegetation, reduce ponding water, reduce flooding risk, and reduce Bird/Wildlife Aircraft Strike Hazard (BASH). The work includes the following: Construct a concrete drainage channel with check dams and other related site work.

Site preparation includes site clearing, excavation, and fine grading for construction.

PROTECTION OF EXISTING CONDITIONS

1. The Contractor shall provide exterior and interior photographic documentation at the project site for pre-existing conditions before construction and conditions at the time of completion.

Contractor shall protect all existing exterior conditions, as well as existing adjacent conditions.

The Contractor will be responsible for the cost to repair and/or replace any damaged areas and shall restore the areas to its original condition.

SURVEY OF EXISTING CONDITIONS

1. The Contractor shall conduct a survey of the project site to field verify the existing site conditions. If any issues are discovered during the time of the field investigation that may pose a problem during the duration of the project, the Contractor shall provide documentation to the

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Contracting Representative. The Contractor shall coordinate with the Civil Engineering project Construction Inspector and/or Project Manager to schedule a time for the site survey.

PROTECTION

1. Contractor shall protect all existing and adjacent conditions not included in the Scope of Work.

EXPERIENCE

1. The contractor shall have a minimum of five (5) years experience with working on related construction projects.

NEW WORK

1. Construct a concrete drainage channel with check dams and other related site work.

F. General Congestion:

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

2. Some factors that may restrict work include various airfield operations going on near or on the construction site.

G. Evacuation: Before fencing off the construction area, notify the Contracting Officer in writing 21 days before ready to start.

1.02 CONTINUED OCCUPANCY:

A. Access: The contractor will be given partial access to the project area.

B. The work area is in a restricted area. The contractor can expect to have to received special badges or be escorted to work in the restricted area. Up to 30 minutes of delays at the beginning and end of the work day may occur.

C. 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: The contractor shall perform the services required under this contract during the following hours: MON – FRI, 0730 –1630, except federal holidays and as noted herein. The contractor may be allowed to work, with prior approval of the contracting officer representative, extended hours to ensure timely completion of work at no additional cost to the government.

Permission to work extended/alternate hours shall be requested in writing a minimum of 5 days prior to when the alternate work hours are desired. The Government reserves the right to deny the contractor’s request.

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B. Holidays: The contractor is not required to work on the following days without written approval:

New Year’s Day, Martin Luther King Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, and Christmas Day. If the holiday falls on a Saturday, it is observed on Friday. If the holiday falls on Sunday, it is observed on Monday. Permission to work on holidays shall be requested in writing a minimum of 5 days prior to when the alternate work hours are desired. The Government reserves the right to deny the contractor’s request.

C. 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, 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.

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

1.04 SUPERINTENDENT: A full time Superintendent is required for this project.

A. The Superintendent can be a working superintendent. The superintendent shall be on site at all times when any contractor or subcontractor personnel are on site. If the superintendent is a working superintendent he must at all times be available to the Government and be totally aware all aspects of the project.

B. The contractor shall provide the Contracting Officer a letter designating a competent person as site superintendent. The letter shall state that the superintendent has full authority to act for the Contractor and will be the primary Point of Contact for the Government. The Government reserves the right to disapprove the proposed superintendent.

C. The Government through the Contracting Officer or Technical Representative of the Contracting Officer (CEA Project Manager) 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.

1.03 SUBMITTALS:

A. See Submittal Register

B. 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

01005 - 4 of 5 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.

C. Material Submittals: All materials listed below are required for this delivery order and shall be submitted electronically:

1. Submittals as required in individual specifications sections. These submittals may include shop drawings, product data, calculations or samples.

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

Contracting Officer. (Items with strikethrough not required).

Inspector Para # Description Date Required Check Mark

1.01 E Evacuation Notice 21 days prior _______

1.03 B Alternate Work Hours 5 days prior _______

1.04 GOVERNMENT FURNISHED PROPERTY: Will not be provided in this project.

1.05 GOVERNMENT REPRESENTATIVES:

A. The contractor shall not make any changes to or deviate from the requirements listed in the SOW unless approved in writing by the Contracting Officer.

PART 2 - PRODUCTS

A. Design Basis: As required where a Basis of Design Product is listed in individual specifications sections.

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 at 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.

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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.

3.05 PROJECT MANAGER: The Project Manager of this project will be Jonathan Garner, (478)926-7409.

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

UHHZ160138 SITE REQUIREMENTS - 01040

SITE REQUIREMENTS

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PART 1 - GENERAL

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

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/non-return. If a receipt is desired for badges turned in during the contract period, the contractor must furnish it for coordination.

B. Airfield Zone Waivers:

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.

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. Storage of the crane shall be in such a manner as to not pose a hazard to flight operations. Prior to the crane being on-site, contractor shall contact 78 OSS at 926-2114 to receive instructions on crane usage at Robins AFB.

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.

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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.

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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 Robins AFB, store the crane in such a manner as to not pose a hazard to flight operations. Prior to the crane being on-site, contractor shall contact 78 OSS at 926-2114 to receive instructions on crane usage at Robins AFB.

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: Omitted

E. AMC/Joint STARS Area: Omitted

F. Electronic Warfare Complex (Bldg 229): Omitted.

G. Avionics Complex: Omitted:

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. (Items strikethrough are not required. See Submittal Register).

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 ______

1.02 Utility Outage Requests 21 days prior to outage ______

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3.02.A Govt Property Damage Notice Within 3 days of event ______

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: Omitted.

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 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: Omitted

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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.

3.03 IDENTIFYING UNDERGROUND LINES AND STRUCTURES: Omitted

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: Omitted.

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.

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.: Omitted.

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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: Omitted

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UHHZ160138 AIRFIELD CONSTRUCTION HAZARD MARKING - 01042

AIRFIELD CONSTRUCTION HAZARD MARKING

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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 04-2 19 July 2004, 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. (Items strikethrough are not required).

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

6.1 Pavement Markings (Omitted)___ _X_ ___ ___

7 Barricades ___ _X_ ___ ___

UHHZ160138 AIRFIELD CONSTRUCTION HAZARD MARKING - 01042

AIRFIELD CONSTRUCTION HAZARD MARKING

01042 - 2 of 2

4.3 OTHER SUBMITTALS: Omitted.

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

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

UHHZ01300 SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS – 01300

Revision date 10 May 2013

SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

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PART 1 - GENERAL

1.01 GENERAL:

A. BASIC:

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.

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:

In accordance with this Section, the following documents are required and must be submitted within 14 days after Construction NTP is issued (items with strikethrough are not required):

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:

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

01300 - 2 of 7 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.

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.

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.

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.

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 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

01300 - 3 of 7 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.

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.

01300 - 4 of 7

b. Include timelines for 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 construction work may begin until the Contracting Officer has approved the schedule.

(3). Resubmit if and as directed by the Contracting Officer

(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.

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

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.

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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.

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 UPERINTENDENT:

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

01300 - 6 of 7 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: Omitted.

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. Omitted

1.09 FINAL INSPECTION ONLY: If the Contracting Officer elects to have only a final inspection, turn in prefinal inspection submittals before the final inspection.

1.10 CLOSEOUT REPORT

A. Record: Keep a record of all items that may be considered “real property” which are purchased and installed under the contract, separated by project for multiple project contracts. Upon request, the Technical Representative of the Contracting Officer (CEG Inspector) may be willing to provide any engineering records available to assist in this effort.

B. New Items: Include the following information in this record:

1. Equipment type and description

2. Sizes and parameters (i.e. tonnage, KW, dimensions, etc.)

3. Quantities

C. Demolished Items: Also include similar information for equipment removed, relocated to another facility, or disposed of at Government request. Do not include like-for-like replacements.

D. Submit for approval before Final Inspection.

Certificate Follows.

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Materials Certificate of Compliance

Project(s) UHHZ ___________, (Title)___________________________________________

Contract Number: ___________________

Specification Section (or Drawing) Number: __________________

Prime Contractor: __________

Sub Contractor: __________

Material Supplier: __________

Contractor Certification: I hereby certify that I and/or personnel under my direct supervision and/or control have reviewed all proposed materials for the above contract. I further certify that the submittal has been reviewed for completeness and accuracy and that all materials submitted will comply with the drawings and specifications in every respect unless specifically noted as an “exception taken” on the attached submittal checklist.

Signature: _______________________

Title: _______________________

Company:_______________________

Date: _______________________

Attachment:

Submittal Checklist for Spec or Drawing Listed Above

(a) (b) (c) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Line

Acti vity

Transm ittal #

Specification Section

SD

# Submittal Description Item Submitted Paragraph #

Classification:

GOVT or A/E

Reviewer No Desingation mean for Contractor QC

Review Submit

Approval Needed

By

Material Needed

By Action Code

Date Of Action

Date FWD to APPR / Auth

Date RCD From

CONTR

Date FWD To Other Revwr

Date RCD From Other Reviewer

Action Code

Date Of Action

Mailed To CONTR/ Date

RCD From

APPR

Authority Remarks 7 01040 1 Preconstruction Submittals Utility Outage Requests 1.02 G 8 01040 1 Preconstruction Submittals Before-Site Photos 3.05 G

10 01040 11 Closeout Submittals After-Site Photos 3.05 G 12 01300 1 Preconstruction Submittals Time Schedule 1.03.D1 G 13 01300 1 Preconstruction Submittals List of proposed subconstractors 1.01.C G 14 01300 1 Preconstruction Submittals List pf proposed products 1.01.C G

15 01300 1 Preconstruction Submittals Construction Progress Time Schedule (AF Form 3064) 1.01.C G

19 01300 1 Preconstruction Submittals Health and Safety Plan 1.01.C G 20 01300 1 Preconstruction Submittals Work Demolition Plan 1.01.C G 21 01300 1 Preconstruction Submittals Quality Control (QC) Plan 1.01.C G 22 01300 1 Preconstruction Submittals Environmental Protection Plan 1.01.C G

23 01300 1 Preconstruction Submittals Storm Water Pollution Prevention Plan 1.01.C G 24 01300 1 Preconstruction Submittals Storm Water Notice of Intent 1.01.C G

25 01300 1 Preconstruction Submittals Existing Conditions - Photographs and Field Verification Sign-Off 1.01.C G

26 01300 1 Preconstruction Submittals Superinterndent Data 1.05 A G 27 01300 6 Test Report Meeting Minutes 1.03.D3 G 28 01300 6 Test Report Progress Report 1.03.D4 G 29 01300 6 Test Report List of Values 1.03.E G 30 01300 6 Test Report Log Books 1.03.F G 31 01300 11 Closeout Submittals Closeout Reports 1.1 G

34 01310 6 Test Report As-Built Redlines, Soft copies, Propt to Pre-Final - 100% Complete 3.02.5.a G

37 01 35 29.13 2 Shop Drawings Work Zones 3.9.1 G 38 01 35 29.13 2 Shop Drawings Decontamination Facilities 3.10.1 G

40 01 35 29.13 3 Product Data Exposure Monitoring/Air Sampling Program 3.5 G

42 01 35 29.13 3 Product Data SSHO's Daily Inspection Logs 1.8 G

43 01 35 29.13 7 Certificates Certificate Of Worker/Visitor Acknowledgement 1.7 G

44 01 35 29.13 11 Closeout Submittals Safety And Health Phase-Out Report 1.9 G 45 01 45 00.10 20 1 Preconstruction Submittals QC Plan 1.6 G 46 01 50 00 1 Preconstruction Submittals Construction Site Plan 1.3 G 47 01 50 00 1 Preconstruction Submittals Traffic Control Plan 3.3.1 48 01 50 00 1 Preconstruction Submittals Haul Road Plan 2.2.1 63 01560 1 Preconstruction Submittals Landfill License 2.1.3 C G

64 01560 1 Preconstruction Submittals Hazardous Waste/Hazardous Material List

2.2.2 2.2.8.a.ii G

65 01560 1 Preconstruction Submittals Erosion, Sediment, and Pollution Control Plan 2.7.9.a.i G

66 01560 1 Preconstruction Submittals Notice of Intent - NPDES Permit 2.7.9 a G

67 01560 1 Preconstruction Submittals Permits/Fees Copies - NPDES Permit 2.7.9 a.ii G

72 01560 6 Test Report Waste Shipment Tracking 2.1.3 c.ii G

(d)

CONTRACTOR

ACTION

CONTRACTOR SCHEDULE

DATES APPROVING AUTHORITY

TITLE: Repair Storm Drain Facility 8700

SUBMITTAL REGISTER

JOB NAME: 23014

LOCATION:

CONTRACT NO:

CONTRACTOR:

01560 6 Test Report Waste Management Report Landfill

Receipts

2.1.3 d 2.1.4

2.1.5 a.vi

G

76 01560 11 Closeout Submittals Notice of Termination - NPDES Permits 2.7.9 a.iii G

77 01560 11 Closeout Submittals Post…