FARM_Security_Fence_RFP_Specifications_2018-05-11.pdf

FARM SECURITY FENCE

UFGS TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/11 LIST OF DRAWINGS

00 22 13.00 20 02/14 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15 SUMMARY OF WORK

01 20 00.00 20 11/11 PRICE AND PAYMENT PROCEDURES

01 30 00 08/15 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 02/15 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 05/11 SUBMITTAL PROCEDURES

01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00.10 20 02/10 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 78 00 08/11 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10 DEMOLITION AND DECONSTRUCTION

DIVISION 26 - ELECTRICAL

26 00 00.00 20 07/06 BASIC ELECTRICAL MATERIALS AND METHODS

DIVISION 31 - EARTHWORK

31 23 00.00 20 02/11 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13 11/16 CHAIN LINK FENCES AND GATES

32 31 29 11/16 WOOD FENCES AND GATES

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:

DRAWING NO. TITLE

VF-101 Existing Conditions Plan

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

1.3.1 Reference Drawings

The following reference drawings are intended only to show the the property of the Government and shall not be used for any purpose other than that intended by the contract. The drawings] are not to scale

TITLE

FARM Security Fence || Vicintiy Plan FARM Seciruty Fence || Fence Alignment & Constraints Plans

-- End of Document --

DOCUMENT 00 22 13.00 20

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

02/14

PART 1 GENERAL

1.1 CONTRACT LINE ITEMS

The terms Offeror and Bidder and versions thereof (offer/bid) have the same definition as used within this contract.

Provide the Contract Line Item (CLIN) lump sum price for the following items:

CLIN 0001 - BASE PRICE. Price includes the following:

CLIN 0001AA. Price for the entire work in accordance with the drawings and specifications, but excluding work described in Contract Line Item (CLIN)0001AB, 0001AC, 0001AD and 0001AE

CLIN DESCRIPTION TOTAL PRICE FOR

CLIN 0001AA

0001AA BASE PRICE $__________

CLIN 0001AB - 0001AE. Price for fencing and underground electrical and communcation work in accordance with drawings and specifications and in accordance with the following schedule:

CLIN ITEM UNIT UNIT PRICE NO. UNITS TOTAL PRICE

FOR CLIN (UNIT

PRICE X NO.

UNITS)

0001AB CHAIN LINK

FENCING

Linear feet

$_______ 5,000 $__________

0001AC WOOD FENCING Linear feet

$_______ 1,800 $__________

0001AD EXTERIOR

ELECTRICAL

ROUTING

Linear feet

$__________ 650 $__________

0001AE EXTERIOR

COMMUNICATION

ROUTING

Linear feet

$__________ 650 $__________

1.2 GENERAL BID NOTES

a. Award will be made on the total sum of Contract Line Items 0001AA, 0001AB, 0001AC, 0001AD,and 0001AE. If there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid and the total recomputed accordingly. If an Offeror provides a total but fails to enter a unit price, the total divided by the specified quantity will be held to be the intended unit price.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Document --work under this Contract.

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

SD-01 Preconstruction Submittals

Salvage Plan; G Utility Outage Requests; G Utility Connection Requests; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the installation of a fence around the Facility for Antenna and RCS Measurements (FARM) site including manual and motorized vehicular gates, personnel gates, gravel road, drainage improvements and access control systems.

1.2.2 Location

The work is located at the Patuent River Naval Air Station in Patuxent River, Maryland.

1.3 OCCUPANCY OF PREMISES

Adjacnet buildings and facilities will be occupied during performance of Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of areas to insure that ongoing operations are not impacted.

1.4 EXISTING WORK

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

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

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

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with

Installation requirements for locating and marking underground utilities.

Submit a Dig Permit request to the Contracting Officer and Contact local utility locating service a minimum of 25 days prior to excavating, to mark utilities. Verify existing utility locations indicated on contract drawings, within area of work.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 25 days prior to starting excavation work.

1.6 Site Visit:

Contact the Government Representative to arrange a site visit if one has not already been scheduled. Contractor shall use the site visit to verify all conditions, dimensions and methods at site.

1.7 Payment

Payment procedures shall be as indicated in the applicable spec sections of this package.

1.8 Government Furnished Materials/Utilities

All material, equipment, labor, and supervision will be supplied by the contractor. The Contractor shall provide and maintain, at his/her expense, the necessary service lines from existing Government outlets to the site of the work. In the event that the Government is unable to provide the required types of utilities, the Contractor shall, at his/her expense arrange for the required utilities.

1.9 Performance Of Work

Work shall be performed during normal duty hours 0700-1600, Monday through Friday. No work shall be performed on Government holidays or weekends unless expressly allowed by the Officer in Charge, NAVFAC Contracts.

1.10 Contractor's Production Report

The Contractor is required to submit "Contractor Production Report" on the form furnished by the Government Quality Assurance Representative/Engineering Technician (ET) for this purpose. The form shall be completed daily and be provided electronically to the Government Quality Assurance Representative/ET, by 10:00 AM the following day.

1.11 Submittals

In addition to the submittal requirements included in the project specification, the Contractor shall submit the following within 15 days after award. Submittals shall be approved by the Government Representative prior to the start of work.

Activity Hazard Analysis in accordance with EM 385-1-1.

Bond information Work Schedule

1.12 Clean-Up Of Site

Shall be performed on a daily basis. Contractors are not permitted to use Government dumpsters or other Contractor dumpsters for disposal of debris.

1.13 Hot Work

A hot work permit is required as needed. A permit may be obtained through the Government inspector with 48 hours prior notice. Hot work in electrical or mechanical room space will require a gas-free test prior to the Government fire inspector granting approval. In accordance with the Government fire inspector's requirements, the Contractor must perform this test daily. The Government fire inspector shall approve the instrument used.

1.14 Dust Control

The amount of dust resulting from demolition shall be controlled to prevent the spread of dust to occupied portions of the construction site and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as ice, flooding and pollution.

1.15 List Of Attachments

Attachment 1: FARM Security Fence || Vicinity Plan Attachment 2: FARM Security Fence || Existing Conditions Plan Attachment 3: FARM Security Fence || Fence Alignment & Constraints Plan

1.16 Inspection Of Work:

Contractor shall inspect all work in accordance with FAR 52.246-12 "Inspection of Construction."

1.17 Work Items

All work shall be provided in accordance with the National Electrical Code (NFPA 70) and the National Electrical Safety Code (IEEE C2 NESC) and shall meet the requirements of the UFC publications listed or referenced herein.

UFC 3-501-01 Electrical Engineering UFC 3-520-01 Interior Electrical Systems UFC 3-550-01 Exterior Electrical Power Distribution, with Change 1 UFC 3-530-01 Interior and Exterior Lighting Systems and Controls, with Change 3 UFC 3-560-01 Operation and Maintenance: Electrical Safety

1. Provide fencing around the FARM facility as indicated on Fence Alignment & Constraints Maps and in accordance with the project specifications. A majority of the fencing shall be 7-foot high, black PVC coated fencing.

The portion of the fencing along the southeast boundary of the site shall be 7’-high, wood fencing. The alignment of the fence shall maximize the area contained within the compound, but in no case shall be:

a) Closer than 10’ from the center of existing sewer lines

b) Closer than 10’ to the edge of the defined roadways (Priester

Rd, Perimeter Rd) when installed parallel to that roadway.

c) Closer than 20’ from wetlands, natural resource or environmentally sensitive areas.

d) Closer than 30’ to existing buildings or testing pads.

e) Closer than 10’ to existing fire hydrants.

2. Provide 18” x 24” reflective aluminum signage spaced at 100’ intervals along the fence indicating “WARNING: ELECTROMAGNETIC HAZRD KEEP OUT.”

Sign shall be red background with white lettering.

3. Provide 15’ wide by 60’ long 6” gravel pavement section with minimum 35’ returns to facilitate the turn-around of a WB-50 truck prior to entering the motorized gate at Priester Road. Provide minimum 12” diameter Class IV RCP pipe and end sections to maintain drainage patterns under the pavement section.

4. Provide manual vehicular gates at the Priester Road crossing near Perimeter Road and two pedestrian/sidewalk gates at the locations indicated. The vehicular gate shall be 7’ high, black PVC coated chain link, dual swing gates with manual lock and emergency access knox box.

Pedestrian gates shall span the width of the existing sidewalk and shall be lockable, 7’ high, black PVC coated chain link.

5. Provide motor operated gate at the main entrance to the compound from Priester Road. Gate location shall facilitate the reception and rejection of a WB-50 truck while maintain a 1000 linear foot maximum distance to the serving panel.

6. Provide a dual head pedestal with two mounted swipe card readers, camera, two push button intercom stations, heaters, and remote gate release contacts in a tamper proof enclosure. Remote release shall reverse the gate motor direction adjustable in accordance with manufacturer’s standard time range to allow vehicle entrance or egress timing. Provide an automatic opening sensor for vehicles exiting the gate.

7. Pedestal on the exterior of the fenced perimeter shall have a card reader, push to talk intercom station, and CCTV camera. Provide station with illumination via a pole mounted LED fixture.

8. All access controls and monitoring shall be compatible with the existing Johnson’s Control System at Building 2875. All controls and monitoring shall be compatible without the need for additional conversion equipment.

9. Pedestal mounted equipment shall meet standard mounting heights, configurations, and locations to serve both personal vehicles and large commercial delivery vehicles at a single station. Pedestal shall be mounted on an exterior equipment base and adequate concrete foundation. Provide protective concrete filled steel bollards around the pedestals to prevent equipment damage.

10. All control wiring shall be run in separate conduit system from the power conduit system.

11. Conduit shall be routed underground from the exterior control pedestal to the interior control pedestal and to the control location in building 2875. All conduits shall be RGS, minimum 1-inch.

12. Power conductors shall be a minimum #12 AWG THWN or THW; all conductors shall be sized to not exceed 3- percent voltage drop.

Ground conductor shall be provided with each circuit.

13. Control Cables shall be coordinated and be compatible with the Control

Pedestal Manufacturer’s equipment.

14. Lighting shall be mounted on 10-foot poles, fixtures shall be exterior LED with high cut-off distribution pattern. Fixtures shall provide a minimum of 2 and a maximum 5 foot-candles at the control pedestal and gate. Fixtures shall have photocell on/off, with dimming capability to 50-percent of rated lumens after 30 minutes of inactivity at the controlled gate. Maximum distance to serving panel is not to exceed 1000 linear feet.

15. Grounding and bonding of the perimeter systems must be in accordance with the National Electric Safety Code (NESC)- IEEE C2. Fences that are required to be grounded by NESC must be designed to limit touch, step, and transferred voltages in accordance with industry practices.

IEEE Std 80™-2000 - IEEE Guide for Safety in AC Substation Grounding is one source that may be utilized to provide guidance in meeting these requirements.

16. The grounding connections must be made either to the grounding system of the enclosed equipment or to a separate ground.

17. Fences must be grounded at each side of a gate or other opening.

18. Gates must be bonded to the grounding conductor, jumper, or fence.

19. A buried bonding jumper must be used to bond across a gate or other opening in the fence, unless a non-conducting fence section is used.

20. When fence posts are of conducting material, the grounding conductor must be connected to the fence post or posts, as required, with suitable connecting means.

21. Head End Equipment for all Gate Access Equipment, located in the Maintenance Shop of Building 2875 adjacent to the serving panelboard.

22. Head End Equipment shall have battery backup for 90 minutes.

23. Monitoring and remote gate release/open/close shall be located in the

Office Space of Building 2875.

24. All equipment, interior and exterior shall be 120-volt single phase.

The existing panel is a GE A Series II, 225-A, 208/120-V, 3-phase, 4-wire with spaces located at 17, 19,21,23,25, and 27-42. Provide circuit breakers to support equipment provided under this contract.

25. All work shall be tested and accepted in accordance with the applicable Codes and Standards.

26. Provide Shop Drawings and As-Built Drawings prior to final acceptance.

*Contractor shall coordinate with the PW POC prior to commencement of work to ensure all scheduling and access issues have been worked out properly. Any questions will be directed to the PW POC and not through the customer.

1.18 General Conditions

1. All work to be performed at FARM compound.

2. Work to be performed in accordance with Scope of Work.

3. Customer to provide area for equipment and material storage.

4. Customer to provide access to area for workers and equipment.

5. All Work to be in accordance with OSHA and Army Corp of Engineers

Safety Manual, EM-385-1-1 Current Edition Safety requirements.

6. Safety and Health Standards for Construction Industry (29 CFR PART

1929 2007).

7. Supply Inventory Adjustment Form for each piece of equipment removed and each piece of equipment installed to the PW Point of Contact.

8. Provide Three copies (electronically/CD) of the Operation and

Maintenance manual for each piece of new equipment to the PW Point of Contact.

1.18.1 Record of Categorical Exclusion

Soil Disturbance

• There are no known cultural resources that will be effected by this fence project. However, if during the course of work archaeological items or human skeletal remains are discovered, carefully protect in-place and report immediately to the Contracting Officer. Upon discovery, notify the Contracting Officer or their representatives.

Stop work in the immediate area of the discovery until directed by the

Contracting Officer to resume work. The Government retains ownership and control over historical and archaeological resources.

• The project is below the threshold for MDE reporting. Project is still subject to proper Maryland Best Management Practices for sediment erosion control and stormwater management even though official MDE notification is not required. Contact the Stormwater Program Manager, Tracy Maningas (301-757-4910), if you have any questions

Tree Clearing

• Any trees over 8 inches BDH and 10 feet in height should be de-limbed, cut into 4-6 foot sections, and deposited in an area designated by Natural Resources for firewood sales. All remaining wood debris must be removed from the installation.

Solid Waste and Recycling

• The Contractor shall recycle all metal being removed from this project. Please contact William Stewart at 301-342- 1509 to make arrangements for drop off.

Hazardous Materials and Waste

• The Contractor will ensure proper handling, storage and proper disposal of all hazardous material.

• The Contractor is responsible for ensuring that personnel are trained in the Hazardous Communication (HAZCOM) Standard prior to hazardous material usage.

• The Contractor will maintain record throughout the course of the project of all manpower and material expenditures and will ensure accountability for material in the Contractors possession.

• Ensure contractors working on new construction projects remove all hazardous materials and waste.

• NAVSUPGLSINST 5090.1A applies to this project.

• You must contact the Regulated Waste Program Manager, Dawn Olson at 301-995-3627 if hazardous waste will be generated, or to determine if hazardous waste will be generated. This could include but is not limited to lead paint and remaining unused or excess hazmat supplies.

If waste is generated, it must be placed on a manifest and obtain signatures for Department of Transportation shipment through the Regulated Waste Program Manager.

• Ensure the hazardous waste is properly stored, labeled/marked, and disposed in accordance with the following local, state, and federal regulations:

Title 40, Code of Federal Regulations, Parts 260-279

OPNAVINST 5090.1D

COMAR, Title 26.13

NASPAXRIVINST 5090.5A

Air Quality and Emissions

• Take all reasonable precautions necessary to prevent particulate matter (i.e., dust) generated from the demolition, renovation, and construction activities from becoming airborne, per COMAR 26.11.06.03(D).*

• Do not apply an architectural coating with a VOC content in excess of the corresponding limit specified in COMAR 26.11.39.05*. Coatings of this nature include paints and other coatings that are applied to stationary structures, portable buildings at the site of installation, pavements, and curbs. Contact the Air Quality Program Manager, Leslie Churilla 301-757-4930 for assistance and additional information.

• Do not apply an adhesive/sealant with a VOC content in excess of the corresponding limit specified in COMAR 26.11.35.04. These include adhesives, sealants, adhesive primers, and sealant primers. This chapter contains additional requirements for adhesives, sealants, as well as associated surface prep and cleanup solvents. Contact the Air Quality Program Manager, Leslie Churilla 301-757-4930 for assistance and additional information.

*“These reasonable precautions [for preventing dusts from becoming airborne] shall include, but not be limited to, the following when appropriate as determined by the control officer: 1) Use of water or chemicals for control of dust in the demolition of existing buildings or structures, construction operations, the grading of roads, or the clearing of land. 2) Application of asphalt, oil, water, or suitable chemicals on dirt roads, materials stockpiles, and other surfaces which can create airborne dusts. 3) Installation and use of hoods, fans, and dust collectors to enclose and vent the handling of dusty materials.

Adequate containment methods shall be employed during sandblasting of buildings or other similar operations. 4) Covering, at all times when in motion, open-bodied vehicles transporting materials likely to create air pollution. Alternate means may be employed to achieve the same results as would covering the vehicles. 5) The paving of roadways and their maintenance in clean condition. 6) The prompt removal from paved streets of earth or other material which has been transported there by trucks or earth moving equipment or erosion by water.” [COMAR 26.11.06.03(D)]

*Example architectural coating VOC content limits (Note: These were lowered from previous limit, effective January 1, 2017):

Flat Coatings - 0.42 pound VOC per gallon coating (lb/gal) (50 grams per liter (g/L)) Non-Flat Coatings - 0.83 lb/gal (100 g/L) Non-Flat High-Gloss Coatings - 1.2 lbs/gal (150 g/L) For other coating categories and associated VOC content limitations, refer to COMAR 26.11.39.05 or contact the Air Program Manager, Leslie Churilla at 301-757-4930 with questions.

Asbestos and Lead

• If the work area is found to contain regulated asbestos-containing material (RACM)*, the project activities must comply with the requirements of 40 CFR 61, Subpart M (National Emissions Standard for Asbestos – Demolition and Renovation). The regulation requires that each owner or operator of a demolition or renovation activity involving RACM remove all such material from a facility being demolished or renovated before any activity begins that would break up, dislodge, or similarly disturb the material or preclude access to the material for subsequent removal. Contact the Air Quality Program Manager, Leslie Churilla 301-757-4930 for assistance and additional information. Additional information is provided below:

*RACM includes “a) friable asbestos material; b) Category I nonfriable ACM that has become friable; c) Category I nonfriable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading; or d) Category II nonfriable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations…” [40 CFR 61.141] NOTE: The RACM need not be removed before demolition if it:

(1) Is a Category I non-friable ACM that is not friable.

(2) Is on a facility component that is encased in concrete or other similarly hard material and is adequately wet whenever exposed during demolition.

(3) Was not accessible for testing and therefore was not discovered until after demolition began and, as a result of the demolition, cannot be safely removed. If not removed for safety reasons, the exposed RACM and any asbestos- contaminated debris must be treated as asbestos-containing waste material and kept adequately wet at all times until disposed of.

(4) Is a Category II non-friable ACM and the probability is low that the material will become crumbled, pulverized, or reduced to powder during demolition.

1.18.2 Additional Requirements

The Contractor shall verify all on-site dimensions, conditions, methods and locations during pre-site visit and prior to installation.

The Contractor shall apply, monitor and remove (upon completion of work) proper lockout and tag out devices on all equipment undergoing repairs in accordance with the latest version of the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM-385-1-1.

The Contractor shall ensure that all trash and debris created by this project is cleaned up and removed off site.

All equipment and parts furnished and installed by the Contractor shall be warranted against defects and workmanship for a period of not less than one year from the date of acceptance at no additional cost to the Government during regular working hours. Manufacturer's warranty for all parts will take effect upon the expiration date of the Contractor's one year warranty.

1.19 Administrative And Safety Requirements

a. Directives: The Contractor and his employees shall comply with all referenced regulations, directives, and Instructions. Applicable Department of Defense (DOD), Secretary of the Navy (SECNAV), Chief of Naval Operations (OPNAV), and other directives, instructions, and regulations are available from the Contracting Officer.

b. Station Regulations:

The Contractor and his employees shall become acquainted with and obey all Government regulations as posted or as requested by the Contracting Officer.

The Contractor shall participate actively in the activity energy conservation program.

The Contractor shall comply with the base energy conservation program and shall become familiar with its requirements. Use of high-energy consuming tools or equipment must be approved by the Contracting Officer prior to use.

c. Fire Protection: The Contractor and his employees shall know where fire alarms are located and how to turn them on. The Contractor shall handle

Page and store all combustible supplies, materials, waste and trash in a manner that prevents fire or hazards to persons, facilities, and materials. Contractor employees operating critical equipment shall be trained to properly respond during a fire alarm or fire in accordance with activity instructions.

1.20 Environmental Protection

The Contractor shall comply with all federal, state and local environmental protection laws and the regulations and standards. The Contractor shall coordinate all environmental protection matters with the Contracting Officer. If a regulatory agency assesses a monetary fine against the Government for violations resulting from Contractor actions, the Contractor shall reimburse the Government for the amount of the fine and related costs.

The Contractor shall clean up any oil or chemical spills resulting from his operations at his own expense. The Contractor shall not create a nuisance or hazard to the health of military or civilian personnel.

1.21 Disposal:

Debris, rubbish, non-hazardous waste and non-u sable material resulting from the work under this s contract shall be disposed of by the Contractor at his expense off Government property, unless otherwise directed. In either case, the Contractor must dispose of all hazardous waste in accordance with all applicable environmental law, including but not limited to, the Resource Conservation and Recovery Act and its associated state and local regulations. Prior to disposal of any hazardous waste, the Contractor shall obtain approval from the Contracting Officer.

Segregate and recycle all debris generated by the work and remove off station to a licensed facility. Debris shall be removed and transported in such a manner that prevents spillage on streets or adjacent areas. Local regulations regarding hauling and disposal shall apply.

Submit a report with invoice that includes the following:

Amount (by weight) and type of waste material s disposed of in a landfill or incinerator. Provide destination and the tip fee per ton.

Amount (by weight) and type of materials salvaged for sale, salvaged for reuse, and recycled. Provide destination and revenue generated for each material.

1.22 Safety Requirements and Reports

All work shall be conducted in a safe manner and shall comply with all requirements of the latest version of the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM-385-1-1. The Contractor shall be responsible for instructing his employees in appropriate safety measures and shall not permit them to place machines and other equipment in traffic lanes or other locations in such a manner as to create safety hazards. The Contractor shall employ a competent person as defined in EM-385-1-1 to function as the Site Safety and Health Officer (SSHO). The following paragraphs denote minimum safety requirements. Contractor shall consult EM- 385-1-1 for additional information or any safety issues not discussed in this specification.

1.22.1 Personal Protective Equipment Minimum Requirements

a. Head Protection: All persons working in or visiting hard-hat areas shall be provided with and required to wear Type I or Type II, Cl ass G meeting the requirements of ANSI Z89. l. Hardhat areas are those areas with potential hazard of head injury.

b. Clothing: Employees shall wear clothing suitable for the weather and work conditions: the minimum for construction sites shall be short sleeve shirt, long pants (excessively long or baggy pants are prohibited). Protective Footwear: Employees shall wear safety-toed boots meeting ANSI Z4 1 while working on Construction sites.

c. Eye and Face Protection: All eye and face protection shall meet the requirements of ANS I/ASSE Z87 .1, employees shall also use eye side protection.

d. High visibility vests will be worn when working around construction equipment or when working on highways.

1.22.2 Display of Safety Information

Within one calendar day after commencement of work, erect a safety bulletin board at the job site. The following information shall be displayed on the safety bulletin board in clear view of the on-site construct ion personnel , maintained current, and protected against the elements and unauthorized removal.

e. Map denoting the route to the nearest emergency care facility.

f. Emergency phone numbers.

g. Copy of AHA’s.

h. OSHA 300A form.

1.22.3 Emergency Medical Treatment

Contractor shall arrange for their own emergency medical treatment. The Government has no responsibility to provide emergency medical treatment.

1.22.4 Use of Hand and Power Tools

Hand and power tools shall be of a manufacturer listed by a nationally recognized testing laboratory for the specific application for which they are to be used.

Use, inspection and maintenance:

Hand and power tools shall be used, inspected, and maintained in accordance with the manufacturer’s instructions and recommendations and shall be used only for the purpose for which designed.

Hand and power tools shall be inspected, tested, and determined to be in safe operating condition before use. Continued periodic inspections shall be made to assure safe operating condition and proper maintenance.

Hand and power tools shall be in good repair and with all required safety devices installed and properly adjusted. Tools having defects that will impair their strength or render them unsafe shall be removed from service.

Loose and frayed clothing, loose long hair and dangling jewelry (including dangling earrings, chains and wristwatches) shall not be worn while working with any power tools.

Guarding - Power tools designed to accommodate guards shall be equipped with such guard s:

All guards must be functional.

Reciprocating, rotating, and moving part s of equipment shall be guarded if exposed to contact by Employees or otherwise create a hazard.

1.22.5 Portable Extension Cords

Portable extension cords shall be sized in accordance with manufacturer ratings for the tool to be used and shall be protected from damage. All damaged extension cords shall be immediately removed from service. Portable extension cord s shall meet the requirements of NFPA 70.

1.22.6 Ladders

All portable ladders shall be of sufficient length and shall be placed so that workers will not stretch or assume a hazardous position. The top or top step of a stepladder shall not be used as a step unless it has been designed to be so used by the manufacturer. Ladders may be used as work platforms only when u se of small hand tools or hand ling of light material is involved.

1.22.7 Lockout/Tag Out

Coordinate all control activities with the Designated Government Representative. Apply, monitor and remove proper lockout and tag out devices.

1.22.8 Sanitation Requirements

Provide drinking water and toilets as needed for construction personnel.

1.22.9 Fire Protection:

Provide two ABC fire extinguishers at the work site to guard against potential tires.

1.22.10 Fuel-Powered Tools

When fuel-powered tool s is used, they will not be fueled while running, while hot, or near an open flame.

1.22.11 Machinery and Mobile Equipment

The Contractor shall complete an equipment checklist for any construction equipment (backhoes, lift trucks, bobcats) that will be used on site.

1.22.12 Excavation

All digging requires the Contractor to contact the PWD Utilities department and comply with Utility requirements.

1.22.13 Confined Space

For Confined Space areas follow procedures outlined in Section 34 of EM-385- 1- 1.

1.22.14 Activity Hazard Analysis

The principle purpose of an Activity Hazard Analysis (AHA) is to reduce the overall risk of the hazards associated with construct ion work. An AHA will be developed by the Contractor for every operation involving a type of work presenting hazards not experienced in previous project operations or where a new work crew or subcontractor is to perform work.

The analysis must identify and evaluate hazards and outline the proposed methods and techniques for the safe completion of each phase of work. At a minimum, define activity being performed (can u se the Definable Features of Work). A Definable Feature of Work (DFOW) is a task, which is separate and distinct from other tasks, has the same control requirements and work crews, sequence of work , specific safety and health hazards anticipated (slip or trips, cuts, dust or chips in eyes), control measures (to include personal protective equipment) to eliminate or reduce each hazard to acceptable levels, equipment to be used (hand tools, backhoe), inspection requirements (list the inspect ion requirements for the activity to ensure the controls are working, an d equipment is inspected to ensure proper operation), training requirements for all involved (any unique training required to make the established controls work) and the competent person in charge of that phase of work.

The AHA shall be continuously reviewed and, when appropriate, modified to address changing site conditions or operations. The analysis should be used during daily inspections to ensure the implementation and effectiveness of the activity's safety and health controls. Activity Hazard Analysis shall be updated as necessary to provide an effective response to changing work conditions and activities.

1.22.15 Accident Reports and Notifications:

Accident Reports: For recordable injuries and illnesses, and property dam age accidents resulting in a least $2,000 in damages, the prime Contractor shall conduct an accident investigation to establish the root cause of the accident, complete the Navy Contractor Significant Incident Report (CSIR) and provide the report to the Contracting Officer within five calendar days of the accident. The Contracting Officer will provide copies of any required or special forms.

Accident Notification: Notify the Contracting Officer as soon as practical , but not later than four hours after any accident meeting the definition of recordable injuries or illnesses or high visibility accidents, property damage equal to or greater than $2,000. Information shall include Contractor name, contract title, type of contract, name of activity, installation or location where accident occurred, date and time of accident, names of personnel injured, extent of property damage (if any), extent of injury (if known) and brief description of accident (to include Type of construction equipment used, PPE used, etc.). Preserve the conditions and evidence on the accident site until the Government investigation team arrives on site and Government investigation is conducted.

Definition of a Recordable Injury or Illness: Any work related injury or ill ness that results in:

a. Death, regardless of the time between the injury and death, or the length of the ill ness;

b. Days away from work ;

c. Restricted work;

d. Transfer to another job;

e. Medical treatment beyond first aid;

f. Loss of consciousness;

g. A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in a.

through f. listed above.

Monthly Exposure Report: This report is a compilation of employee-hours worked each month for all site workers, bot h prime and subcontractors, and shall be recorded daily on the Contractor Production Report.

OSHA Inspections: The Contractor's workspace may be inspected periodically for OSHA and Navy violations. Abatement of violation s will be the responsibility of the Contractor and/or the Government as determined by the Contracting Officer. The Contractor shall provide assistance to the Safety Office escort and the federal or state OSHA inspector if a complaint is filed. Any fines levied on the Contractor by federal or state OSHA offices due to safety/health violations shall be paid promptly.

If the Contractor fails or refuses to promptly comply with safety requirements, the Contracting Office may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop order shall be made the subject of claim for extension of time or for excess costs or damages to the Contractor.

The Safety Office will investigate all complaint s of u n safe or unhealthful working conditions received from Contractor’s employees, federal civilian employees, or military personnel. The Safety Office will notify the Contracting Officer of the results of such investigations.

1.23 Security:

All Contractor employees, including subcontractors, subcontractors' employees, suppliers, and suppliers' employees are required to comply with the Installation Security Requirements regarding personnel, vehicle, and equipment security passes and access the jobsite. Nothing in the contract is to be construed in any way to limit the authority of the Commanding Officer to prescribe new, or to enforce existing security regulations governing the admission or exclusion of persons and the conduct of persons while aboard the station, including but not limited to, the rights of search of all persons or vehicles aboard the station. Coordinate with the Contracting Officer for specific security and access requirements.

Access to Buildings/ Occupied Buildings: The Contractor may work in or around existing occupied buildings. The Contractor is responsible, via the Contracting Officer, to obtain access to building and facilities and arrange for them to be opened and closed. Do not enter the building(s) without prior approval of the Contracting Officer. Keep the existing buildings and their contents secure at all times. Provide temporary closures as required to maintain security. Contract personnel will not be permitted in security-regulated buildings or areas unless cleared by the Security Officer.

Passes and Badges: Contractor employees and representatives performing work under this contract are required to be either United States citizens or documented legal residents (status verified by prime contractor). All Contractor employees must obtain the required employee and vehicle passes. Each employee is required to wear the Government issued badge over the front of the outer clothing.

Failure to obtain security and base access passes must not be a cause for contract performance time extension. The Contractor is required to immediately turn in all terminated employee's badges to the issuing office. Application for and use of badges will be as directed. Obtain access to the installation by participating in the Defense Biometrics Identification System (DBIDS) credentials.

Information on DBIDS requirements can be found here:

<https://www.cnic.navy.mil/om/dbids.html>. Immediately report instances of lost or stolen badges to the Contracting Officer.

Contractor Vehicles: All vehicles must display a valid state license plate and safety inspection sticker, if applicable, and must be maintained in good repair. The company name must be displayed in a clearly visible manner and size on each Contractor vehicle used in the course of work. Registration, proof of insurance and driver's licenses are required to obtain a station vehicle pass.

Work Hours: Unless otherwise indicated, work will be located on a Government compound, military installation, or station. Contractor work hours are between 0700 and 1530 Monday through Friday. Obtain advance approval from the Contracting Officer for Contractor personnel to remain on site beyond normal working hours. Notify the Contracting Officer at least 48 hours in advance to obtain approval for access to the jobsite or work outside of normal working hours or on Saturday, Sunday, and Federal Holidays.

Contractor Personnel: Provide the Contracting Officer the name(s) of the supervisory person(s) authorized to act for the Contractor.

Provide, and update as required, a list of the key personnel for the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency.

Contractor employees must conduct themselves in a proper, efficient, courteous and businesslike manner. Remove from the site any individual whose continued employment is deemed by the Contracting Officer to be contrary to the public interest or inconsistent with the best interests of National Security.

Security Requirements: All security requirements apply to all subcontractors and suppliers associated with this contract. Special or extraordinary security requirements are identified herein. Comply with the following in addition to special or extraordinary security requirements:

Do not publicly disclose any information concerning any aspect of the materials or services relating to this contract, without prior written approval of the Contracting Officer.

Do not disclose or cause to be disseminated any information concerning the operations of the activity's security or interrupt the continuity of its operations.

Do not disclose any information to any person not entitled to receive it. Failure to safeguard any classified information that may come to the Contractor or any person under his control, may subject the Contractor, his agents or employees to criminal liability under 18 U.S.C., Sections 793 and 798.

Direct to the Contracting Officer and or Installation Security Officer for resolution all inquiries, comments or complaints arising from any matter observed, experienced, or learned as a result of or in connection with the performance of this contract, the resolution of which may require the dissemination of official information.

Coordinate photography requirements with the Contracting Officer.

Some areas restrict or prohibit photographing Government property.

Deviations from or violations of any of the provisions of this paragraph, will, in addition to all other criminal and civil remedies provided by law, subject the Contractor to immediate termination for default and withdrawal of the Government's acceptance and approval of employment of the individuals involved.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 PROJECT PHASING

Work with the end user to develop a phasing plan to minimize impacts to existing operations.

-- End of Section --

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval.

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This contract requires the use of a cost-loaded Bar Chart Schedule. The information required for the Schedule of Prices will be entered as an integral part of the Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned Value Report (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer.

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract.

The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work. Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause "DFARS 252.236-7000, Modification Proposals-Price Breakdown," and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8.

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 shall include certification by Contractor and Quality Control (QC) Manager.

b. The Earned Value Report from the cost-loaded NAS, showing in detail:

the estimated cost, percentage of completion, and value of completed performance. Use NAVFAC Form 43300/54 on NAVFAC contracts when a Monthly Estimate for Voucher is required.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

h. Contractor's Monthly Estimate for Voucher and Conractors Certification

(NAVFAC Form 4330/54) with Subcontractor and supplier payment certification.

i. Materials on Site.

1.5.2 Submission of Invoices

If DFARS Clause 5252.232-7006 is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the contract shall be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, contract award date is the 7th of the month, the date of each monthly invoice shall be the 7th and the invoice shall be submitted by the 12th of the month.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by DFARS 252.247.7023 TRANSPORTATION OF SUPPLIES BY SEA, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be…