Attachment B - 26B0011 Specs.docx

PROJECT TABLE OF CONTENTS DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

lists the drawings for the project

DIVISION 01 - GENERAL REQUIREMENTS

SUMMARY OF WORK

a description of work covered in this contract and required for use in all projects is

WORK RESTRICTIONS

work and site restrictions

payment instruction paragraphs required for use in projects all

ADMINISTRATIVE REQUIREMENTS

general administrative and procedural requirements Contractor management and coordination for

23.13

ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT MANAGEMENT SYSTEM

the Navy use of NAVFAC's web-based Electronic Construction and Facility Support Contract Management System (eCMS)

the preparation and use of construction schedules for small projects

SUBMITTAL PROCEDURES

general procedures regarding submittals, data normally submitted for review to establish conformance with the design concept and contract documents

SPECIAL PROJECT PROCEDURES

special procedures for airfields, heliports, harbors and repetitive military housing facilities

GOVERNMENTAL SAFETY REQUIREMENTS

safety and occupational health requirements for the protection of Contractor and Government personnel, property, and resources

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

temporary construction facilities, safety systems, construction traffic provisions, construction signage and controls over contractor operations required for use in

IDIQ Fencing Hampton Roads

PROJECT TABLE OF CONTENTS Page 5 all projects.

TEMPORARY ENVIRONMENTAL CONTROLS

environmental protection and other environmental temporary controls

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

the management of non-hazardous construction waste and demolition debris/waste materials

OPERATION AND MAINTENANCE DATA

Operation and Maintenance (O&M) data packages, manuals and training

Electronic Operation and Maintenance Support Information (eOMSI).

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

demolition, deconstructon, dismantling, reconditioning and disposal of existing building materials, equipment and utilities as a part of new construction or renovation work

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

projects involving amounts of concrete less than 380 cubic meters 500 cubic yards

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

(1) qualifying welding procedures, welders and welding operators, and (2) the fabrication, welding and inspection of carbon steel, low alloy steel, extra-high-strength quenched and tempered low alloy steels, and austenitic stainless steel materials for structural steel for buildings, other structures and non-structural use

DIVISION 26 - ELECTRICAL

electrical general requirements, complete

APPARATUS INSPECTION AND TESTING

electrical inspection and testing

SINGLE-PHASE PAD-MOUNTED TRANSFORMERS

single-phase clam shell type and two-compartment type pad-mounted transformers of the dead-front type for exterior applications

INTERIOR DISTRIBUTION SYSTEM

procurement, installation, and testing of electrical wiring systems for construction projects

LIGHTNING PROTECTION SYSTEM

lightning protection systems for non-ordnance facilities

EXTERIOR LIGHTING

lighting system requirements for exterior installations

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

Electronic Security Systems (ESS) consisting of commercial off-the-shelf equipment

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

earthwork activities for buildings, utilities, roadways, railroads, and airfields

DIVISION 32 - EXTERIOR IMPROVEMENTS

CHAIN LINK FENCES AND GATES

steel fencing, including posts, fabric, gates, and miscellaneous accessories

HIGH-SECURITY CHAIN LINK FENCES AND GATES

chain link fence for high security applications.

DIVISION 33 - UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

underground electrical work

DIVISION 34 - TRANSPORTATION

the design of an access control point control system

ACTIVE VEHICLE BARRIERS

portable, semi-permanent, permanent, power-assisted or manually deployed active vehicle barriers

-- End of Project Table of Contents --

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11 lists the drawings for the project

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

-- End of Section Table of Contents -- N40085-

DOCUMENT 00 01 15 Page 3

PART 1 GENERAL

1.1 SUMMARY

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

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:

- DEADMAN AND LINE POST

- GATES

- END POST

- DEADMAN AND LINE POST

-- End of Document --

SECTION TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00 SUMMARY OF WORK 08/15

a description of work covered in this contract and is required for use in all projects

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Term of Contract

1.3 EXISTING WORK

1.4 LOCATION OF UNDERGROUND UTILITIES

1.4.1 Damage To Lawn Areas And Pavements

1.4.2 Notification Prior to Excavation

1.5 COMMUNICATIONS

1.6 PROJECT ENVIRONMENTAL GOALS

1.7 SALVAGE MATERIAL AND EQUIPMENT

1.8 CONTRACTOR FURNISHED ITEMS

1.9 TASK ORDER DEFINITION

1.10 TASK ORDER NUMBERING SYSTEM

1.11 TASK ORDERS

1.11.1 Pre-Priced Contract Line Items

1.11.2 Oral Orders

1.11.3 Work Control

1.11.3.1 Scheduling the Work

1.11.4 Warranty of Work

1.12 ACCEPTANCE

1.13 SYNOPSIS OF LINE ITEMS PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 10

PART 1 GENERAL

1.1 SUBMITTALS

SECTION 01 11 00

SUMMARY OF WORK

08/15

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes providing services under a Regional Indefinite Quantity Fencing Contract for various types of fences and incidental related work related to fences at existing or new locations on and around various Government sites in the greater Hampton Roads Area. The Contractor must furnish all labor, materials, equipment, tools, transportation, supervision, safety, surveys, layout work, quality control, traffic control, and management necessary to fulfill the requirements of task orders issued by the Contracting Officer under this contract. Security fences and gates are installed and used primarily to define the perimeter of protected areas, such as restricted areas, controlled areas, entry control/access control points, installation perimeters, and to provide a physical and psychological deterrent to entry and preventing unauthorized personnel from entering a protected area. This work includes but not limited to the installation of ASTM certified F2656-18a vehicle barriers and bollard/bollard arrays, Deadman and wire rope, digital keyless and card reader entry systems, grounding, concrete barriers with fencing, and underground tunneling prevention. The Government contemplates that one Contract will be awarded for this solicitation. Each PWD Base location will administer the work that they order.

Furnish all labor, materials, equipment, tools, transportation, supervision, safety, surveys, scoping, layout work, general traffic control measures, engineering and management necessary to fulfill the requirements of this contract and each task order in a timely manner, with safety as a priority and quality work as the final product.

1.2.2 Location

The Government anticipates that one Contract will be awarded for this solicitation. The Contract will be for all Federal Activities in the Hampton Roads Area. The work may be ordered and administered by any of the five sites listed below, each site has a Facilities Engineering and Acquisition Division (FEAD) Contracting Officer that will order and administer the task order and inspect the work within their areas. Each site will process invoices for their orders. Work may also be ordered electronically by authorized agents through E-mail.

a. Sewells Point Site: Naval Base Norfolk; Chambers Field, Norfolk, Virginia, with satellite locations within 50 miles of Naval Base Norfolk, including the Naval Support Activity (NSA) in Norfolk, Virginia and the Northwest Annex in Chesapeake, Virginia.

b. Little Creek-Fort Story Site: Joint Expeditionary Base Little Creek-Fort Story, Norfolk, Virginia, and satellite locations within 50 miles of Joint Expeditionary Base Little Creek-Fort Story.

c. Oceana Site: Naval Air Station Oceana, Virginia Beach, Virginia, including the Fleet Training Center Dam Neck, Virginia Beach, Virginia, and also including Fentress Airfield, Chesapeake, Virginia, and satellite locations within 50 miles of Oceana Naval Air Station

d. Portsmouth Site: Norfolk Naval Shipyard, Portsmouth, Virginia; Portsmouth Naval Hospital, Portsmouth, Virginia; St. Juliens Creek, Portsmouth, Virginia; Northwest Naval Station, Chesapeake Virginia; Craney Island, Chesapeake, Virginia, and satellite locations within 50 miles of Norfolk Naval Shipyard, Portsmouth, Virginia.

e. Peninsula Site: Naval Weapons Station Yorktown, Yorktown, Virginia; Cheatham Annex, Williamsburg, Virginia and satellite locations within 50 miles of Yorktown Naval Weapons Station.

1.2.3 Term of Contract

The contract's base year must be for a period of 12 months commencing after Notice of Award. The Government has the option to extend the term of the contract for up to two additional years in accordance with FAR 52.217-9 "Option To Extend The Term of the Contract" (March 1998) referenced in Section I, with a total contract period not to exceed three years.

1.3 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.

1.4 LOCATION OF UNDERGROUND UTILITIES

Where applicable, obtain digging permits prior to start of excavation. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground, or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made. Contractor is responsible for marking and verifying all utilities not marked.

The knowledge of each utility location is to be maintained and communicated to field personnel for the duration of the excavation work.

Utility Locations Locations of the known existing utilities indicated on the contract drawings are approximate. The horizontal location of all underground utilities in the work area must be positively determined by scanning and/or physical survey methods and identified on the Subsurface Utility Location Plan. Utility location methods utilized to prepare the Subsurface Utility Location Plan must not be construed as providing exact utility locations, especially with regard to vertical location and orientation.

Utility Location Verification Utility location methods utilized to prepare the Subsurface Utility Location Plan must not be construed as providing exact utility locations, especially with regard to vertical location and orientation. The contractor must physically verify underground utility locations by hand digging using wood or fiberglass handled tools prior to initiating the use of mechanical equipment in performing the excavation. As an exception, pavement saws and hand held jack hammers are allowed to facilitate pavement removal prior to initiating hand digging unless the utility is known to exist within the pavement section. The physical verification locations must be identified on the Subsurface Utility Location Plan.

Digging within 2 feet of a known utility must not be performed by means of mechanical equipment.

Subsurface Utility Location Plan Contractor must submit a Subsurface Utility Location Plan for approval by the government prior to performing any excavation activities. No excavation operations must begin prior to written approval of the Subsurface Utility Location Plan by the government. The Subsurface Utility Location Plan must be in accordance with the following:

a. The Subsurface Utility Location Plan must include a drawing with the following minimum content:

i. A scaled drawing of the area to be excavated identifying the subsurface utilities and the method utilized for establishing the horizontal location of each utility (i.e. electromagnetic scanning, sonic scanning, and/or surveying and plotting visible above ground utility features and interpolating utility location by professional judgment in correlating such information to the information derived from drawings provided to the contractor). The use of electromagnetic and/or sonic scanning must be used to the greatest extent practicable.

ii. The drawing must indicate the date each utility was located.

iii. The drawing must indicate utilities that require an outage and the planned dates for the outage based on construction schedule.

iv. The drawing must indicate planned locations for hand excavations required to physically verify the underground utility locations as required by paragraph 3.8.2 Utility Location Verification.

b. The Subsurface Utility Location Plan must include a detailed written procedure describing how the physical verification of underground utility locations is to be performed as required by paragraph 3.8.2 Utility Location Verification. The written procedure must also describe how the knowledge of each utility location is to be maintained and communicated to field personnel for the duration of the excavation work.

1.4.1 Damage To Lawn Areas And Pavements

Protection: All lawns, plants, trees, shrubbery's and pavement adjacent to the construction work or used by the Contractor must be protected against heavy traffic, machinery, spillage and misuse. This applies to all possible weather conditions.

Repairs: If at any time during the progress of the contract the Contractor causes any pavement, lawns, planting, etc., to be damaged, rutted, or worn areas within the area the Contractor is working, it must be the Contractors responsibility to replace, band or restore the damage as approved by the Contracting Officer at no additional cost to the Government.

1.4.2 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.5 COMMUNICATIONS

The Contractor's management must have and provide a local or toll free telephone number, e-mail address, and an independent fax machine. The Contractor's supervisor must have and provide to the Government a local emergency number, and pager number that is answered by the supervisor 24 hours per day.

The Contractor's Project Manager must notify the Government field Representative by 8:00 a.m. each day to report where tasks are being worked, scheduled to be worked, or if any scheduled task are not being worked.

1.6 PROJECT ENVIRONMENTAL GOALS

Contractor must distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce fencing that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

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

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

d. Use renewable energy and material resources.

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

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

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

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 30 miles of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

All material and equipment which are removed or disconnected, and are not indicated or specified for reuse, must become the property of the Contractor and must be removed from the site by the Contractor at no additional charge to the Government.

1.8 CONTRACTOR FURNISHED ITEMS

a. Contractor-Furnished Materials

Government Approval of Materials - The Government reserves the right to specifically disapprove any item. All materials, supplies, parts, and equipment must be identified by the Contracting Officer on each Task Order. All materials, supplies, parts, and equipment furnished by the Contractor must conform to the specifications listed in the Exhibit or the Naval Facility Engineering Command Guide Specifications. Items not included in these specifications must be of acceptable industrial grade and quality, equal to or better than the manufacturer's original, and compatible with existing systems.

Quality of Materials - The Contractor must provide new material when providing minor construction or alteration services. The Contractor must provide new or factory reconditioned parts and components when providing repair services as described herein. All parts, must equal or exceed the quality of the original parts being replaced. If the original manufacturer has updated the quality of parts for current production, parts supplied under this contract must equal or exceed the updated quality. The Contractor must dispose of all replaced parts and material accumulated by working on this contract. When material, equipment, and components selected for work items already accomplished do not meet the specifications set forth in this contract, the Contractor must, at no cost to the Government, remove, replace, and/or rework material, equipment, and components so that compliance with the Government's requirements are satisfied. All materials and supplies must carry the full warranty as required by this contract.

1.9 TASK ORDER DEFINITION

A Task Order is a document (DD Form 1155) prepared by the Contracting Officer that is issued to the Contractor and unilaterally orders work to

1.10 TASK ORDER NUMBERING SYSTEM

Each base will issue, administer, and approve payment for work that they order. Each base will issue their work on a separate numbering system. The numbering system that will be used for this Contract will be established at the pre-construction meeting, or by such other means as must be determined by the Contracting Officer.

1.11 TASK ORDERS

The actual amount of work to be performed and the time of such performance will be determined by the Contracting Officers at each site who will issue written Task Orders to the Contractor. The only work authorized under this contract except for the maintenance of the existing gates is that which is performed upon receipt of each Task Order.

The number of days allowed for each Task Order must be calendar days and must be the total time allowed to complete work, including removal, installation, and clean up.

a. Facility Engineering and Acquisition Division, for each base will negotiate response and completion time on each Task Order issued.

b. Task orders may be issued any time during the contract term. Any Task Order in effect during this term must be completed within the allotted time, even if the contract term elapsed.

c. If the Contractor orders materials with long lead time, the contractor will submit within 3 days after receipt of the task order a copy of materials ordered, the name of the vendors supplying materials including their phone numbers, and with a confirmed delivery date on the order.

Time for completion of the long lead time portion will begin on the proposed delivery date of the ordered materials. The Contractor may request a time extension due to unexpected material delays on the form shown below.

d. The Government will deduct Liquidated damages for failure to comply with the terms of each section of the contract. The amounts are shown in the Liquidated Damages Table, FAR 52.211-12 Liquidated Damages. Liquidated damages must be based on the original issued total dollar amount.

1.11.1 Pre-Priced Contract Line Items

The Government will use the prices awarded for contract line items in the base year and for each option year as they apply in the award, and only if the option is extended. The Government will order work for task orders by multiplying the unit of measurement for each line item times the contract price for that line item. Each line item used on a task order is totaled separately and then combined with other line items to establish an estimated cost for a task order. Final payment will be determined by calculating the total work measured in place times the unit price of each line item. The total of all line items completed per task order, measured in place, and accepted by the Government must be sent to the administrating office that issued the task order for payment. All line item quantities greater than the task order amount must be approved by the Contracting Officer.

All work must be measured in place (task completed).

1.11.2 Oral Orders

The Ordering Officers, (designated by the Contracting Officer) may issue oral orders. Oral orders will be confirmed by issuance of a written task order on DD form 1155 within two working days after an oral order is given.

Amendments to Task orders: Orders may be amended by agreement between the Contracting Officer and the Contractor. Amendments to the Task Order must be effected on standard form 30. Orders may be amended orally by the ordering officer. Oral amendments must be confirmed by the issuance of a written amendment, Standard Form 30, within five working days from the time of oral communication amending the order. Each job to be performed under this contract will be described in a written Task Order. The Task Order must describe the work to be performed and the time within which the work must be completed, and any other pertinent terms or conditions. Each order will be numbered, dated, and will refer to this contract.

All work will be based on an agreed fixed cost. No payment will be made for unauthorized work.

1.11.3 Work Control

The Contractor must develop and implement the necessary work control procedure to control all work requirements including any specific requirements specified. Work control procedures must accurately reflect the current status of known work requirements and ensure their timely completion. Work requirements must be classified by the nature of the work requirement, scope and source. Task verification documents and Task Orders must be part of the work control procedures.

1.11.3.1 Scheduling the Work

1.11.4 Warranty of Work

The Contractor must warrant material and workmanship for one year after installation. The warranty must apply to all Contractor-furnished materials that do not have a longer manufacturer's warranty. The one-year term of the warranty must begin upon the completed documentation of the acceptance of work.

1.12 ACCEPTANCE

All production reports, test, or other documents ordered submitted throughout this contract will be on file as accepted or completed before invoices are approved for payment.

1.13 SYNOPSIS OF LINE ITEMS

Each line item is governed by the total contract including technical guide references. This synopsis of line items reflects a brief description of various types of line items and further define items of work included in that line item. The synopsis, explanations and definitions listed do not relieve the Contractor of meeting all the requirements of this contract, and professional Industry Standards.

All debris must be cleaned up and removed from the work site daily. A safety plan is required in all task orders and demolition plan is required on all task orders that require demolition work. The Safety plan must be in accordance with US Army Corps of Engineers Safety and Health requirements Manual EM 385 1-1 APPENDIX A. Erosion control and an erosion control plan are required for each task order and must be included in the line item prices. Submittals must be received and approved before work can ordered.

INDEFINITE DELIVERY INDEFINITE QUANTITY WORK ELIN A002 (FENCE FABRIC INCLUDING INSTALLATION) Work under these ELINs must consist of providing and installing fence fabric of the type indicated. Fence tie wires and their installation must be included in these line items.

ELIN A003 (BARBED WIRE, 12 1/2 GAUGE)

Work under these ELINs must consist of providing and installing barbed wire on fence runs as indicated by individual ELINs. Where it calls for installation on existing fence this must include extension arms, and removal and reinstallation of top rail including ties. Extension of existing gate, corner, or pull posts to install barbed wire must be done on line items A01901 or A01902

ELIN A004 (RAILS AND TENSION WIRE)

Work under these ELINs must consist of providing and installing pipe rails, and tension wires as called for.

ELIN A005 (LINE POSTS with Post Embedment per Excavation Table) Work under these ELINs must consist of providing and installing pipe of the correct size and height to allow for both fence height and embedment in the ground in concrete according to the terms of this contract. It must also include the type of pipe cap appropriate to the fence installation being done. ‘C” and “H” shaped posts are allowed under this contract. The contractor must attempt to match the existing type posts in areas where repairs to existing fences are done.

ELIN A006 (END, CORNER AND PULL POSTS Complete with all Accessories. Post Embedment per Excavation Table).

Work under these ELINs must consist of providing and installing pipe of the correct size and height to allow for both fence height and embedment in the ground in concrete and all accessories for attaching fence fabric, top rail, mid rail brace to next post, truss rod, tension wires, and barbed wire to the post. An appropriate cap must be included on pipe. ‘C” and “H” shaped posts are allowed under this contract. The contractor must attempt to match the existing type posts in areas where repairs to existing fences are done.

ELIN A007 (GATE POST Complete with Accessories and Embedment for Height of Fence) Work under these ELINs must consist of providing and installing pipe for fence or gate posts cut to the lengths required to allow for both fence/gate height and embedment in the ground in concrete, and sized as ordered. All accessories for attaching gate, fence fabric, rails, tension wires, and barbed wire to the post must be included in the unit cost. An appropriate cap must be included on pipe. The government will order pipe by the gross foot and indicate in each task order the number of posts and their placement.

ELIN A008 (ALUMINUM PRIVACY PICKETS)

Work under this ELIN must consist of providing and installing aluminum chain link pickets in the 4 in 1 pattern installed in new fence after fence has been erected, or in existing fence in good condition.

ELIN A009 (PADLOCKS WITH CHAIN)

Work under this ELIN covers providing a padlock and chain that meet the contract specifications.

ELIN A010 (GATES-SWING, Single, Includes One Gate Panel, with Accessories, Gate Frame, Hinges, Latch, Post, Post Embedment, per Excavation table, Hardware to attach fence to post) Work under these ELINs must consist of making and installing single gate frames of the correct size and height to allow for fence height. The frame must include all hardware for attaching fence fabric to the frame. The fence fabric to cover the gate will be ordered by square feet under the appropriate line item number from ELIN A002. One gatepost must be provided of the correct size and height to allow for embedment in the ground in concrete and all accessories for attaching gate, fence fabric, rails, tension wires, and barbed wire to the post. An appropriate cap must be included on pipe. If vinyl coating is required that will be ordered under ELIN A02501.

ELIN A011 (GATES-SWING, Double), Includes Two Gate Panels, with accessories, Gate Frames, Hinges, Latches, Posts, Post embedment, per Excavation table, Hardware to attach fence to posts) Work under these ELINs must consist of making and installing double gate frames of the correct size and height to allow for fence height. The frames must include fence fabric to match adjacent fence and all hardware for attaching fence fabric to the frame. Two gateposts must be provided of the correct size and height to allow for embedment in the ground in concrete and all accessories for attaching gate, fence fabric, rails, tension wires, and barbed wire to the post. An appropriate cap must be included on pipe. If vinyl coating is required that will be ordered under ELIN A02501.

ELIN A012 (SOLID BOARD DOG EARED FENCE)

Work under these ELINs must consist of installing pressure treated southern yellow pine dog eared board fence complete with fence posts embedded in concrete. Fence must be priced and installed per linear foot of fence including all required material and labor. Single or double gates must be constructed per linear foot of gate opening complete with gatepost and gate hardware. One gatepost must be provided (for each gate leaf) of the correct size and height to allow for embedment in the ground in concrete.

ELIN A013 (GATES, CANTILEVER SLIDING single and double Includes Two Posts per Panel, complete with Accessories, Brackets, Rods, Etc) Work under these ELINs must consist of making and installing single or double cantilever gate frames of the correct size and height to allow for fence height. The frames must include support rollers, fence fabric to match adjacent and all hardware for attaching fence fabric to the frame. Two gateposts per frame must be provided of the correct size and height to allow for embedment in the ground in concrete and all accessories for attaching gate, fence fabric, rails, tension wires, and barbed wire to the post. An appropriate cap must be included on pipe. If vinyl coating is required that will be ordered under ELIN A02501.

ELIN A014 (GATES, CANTILEVER SLIDING, ALUMINUM, single and double, Includes Two Post per panel, Complete with Accessories, Brackets, Rods, Etc.)

Work under these ELINs must consist of making and installing single or double aluminum cantilever gate frames of the correct size and height to allow for fence height. The frames must include support rollers, fence fabric to match adjacent fence and all hardware for attaching fence fabric to the frame. Two gateposts per frame must be provided of the correct size and height to allow for embedment in the ground in concrete and all accessories for attaching gate, fence fabric, rails, tension wires, and barbed wire to the post. An appropriate cap must be included on pipe. If vinyl coating is required that will be ordered under ELIN A02501.

ELIN A015 RESERVED

ELIN A016 (LINE POSTS (Complete with accessories, non-embedded)) Work under these ELINs must consist of providing and installing pipe of the correct size and height to allow for fence/gate height and mounting of pipe. All accessories for attaching fence fabric, rails, tension wires, and barbed wire to the post must be included. A cap must be included on pipe if appropriate. These line items are used in conjunction with ELINs A02108 & A02109 for base plates and top plates. They must also be used with A02111 or A02112 where posts are set in existing concrete with core drilling and grouting or rock drilling.

ELIN A017 (END, CORNER AND PULL POSTS (Complete with accessories, non- embedded)) Work under these ELINs must consist of providing and installing pipe of the correct size and height to allow for fence/gate height and mounting of pipe. All accessories for attaching gate, fence fabric, rails, tension wires, and barbed wire to the post must be included. A cap must be included on pipe if appropriate. These line items are used in conjunction with ELINs A02108 & A02109 for base plates and top plates. They must also be used with A02110 or A02111 where posts are set in existing concrete with core drilling and grouting or rock drilling.

ELIN A018 (GATES, SWING single AND double Provide Panels with Accessories, Without Posts) Work under these ELINs must consist of making and installing single or double gate frames of the correct size and height to allow for fence height. The frames must include fence fabric to match adjacent fence and all hardware for attaching fence fabric or barbed wire to the frame. Two gateposts must be provided. All accessories for attaching gate to post must be included. If vinyl coating is required that will be ordered under ELIN A02501.

ELIN A019 (EXTENSION TO EXISTING LINE POST, PULL POSTS, END POSTS AND CORNER POSTS) Work under these ELINs must consist of extending the height of existing fence posts for the installation of barbed wire or for an increased height of fence. This must include the additional hardware required to install either barbed wire or fence fabric and the welding required to secure an extension.

ELIN A020 (ORNAMENTAL IRON FENCE)

Work under these ELINs must include the installation of 8ft ornamental iron fence with picket tops, fence posts with embedment, and gates as called for in the specification. Installation of ornamental brick columns in conjunction with fence installation is included in this work.

ELIN A021 (MISCELLANEOUS WORK)

A02101 Work under this ELIN must include straightening fence posts and rails that require minor straightening, and the straightening and resecuring of fence fabric to the posts rails, tension wires and gates. This must include new tie wires and hog rings as needed. Any additional hardware required will be provided for under other ELINs.

A02102 Work under this ELIN must include removing fence fabric from existing location and reinstalling that fence fabric at a new or existing location. This must include new fence tie wires to match existing fence fabric and the reuse of hardware for resecuring fabric to posts. Any additional hardware required will be ordered under other ELINs.

A02103 Work under this ELIN must include removing existing single or double gates of any height, straighten and tighten fence fabric, reinstall gate(s), providing all new hardware, realign gates, check swing, install new gate keeper and drop rod, rod holes, hinges, etc.

A02104 Work under this ELIN must include attaching fence fabric to a new or existing post, including tension bar and all new hardware. As an example this ELIN would be used when an existing fence is to be extended and the new fence must be attached to the existing end post.

A02105 Work under this ELIN must include fabrication and installation of chain link filler panels to be attached to fences or gates. This ELIN would be used to fill an area under a fence where it passes over a ditch or other depression in the ground, or where an extension is needed at the edge of a pier etc. Where filler panels are installed in ditches or flumes under fence runs round stock must be no less than 1/2 inch steel rod or # 4 galvanized steel bar. The rods must be welded 6 inches on center in both directions. The general design must match the drawing attached at the end of this section. Each installation must be subject to the Contracting Officers approval.

A02106 Work under this ELIN must include installation of fence around obstructions, such as when a large pipe passes through a fence. This item must include cutting fence to install around the obstruction, repairing fabric, making metal frame to reinforce the fence fabric around the obstruction where needed, or required by the Contracting Officer.

A02107 Work under this ELIN must include Fabrication and installation of day gate brackets and hinges or latches including on site welding as required at no additional cost.

A02108 through A02110 Work under these ELINs must include fabrication and installation of base plates and top plates for the installation of posts to existing concrete. Base plates must be welded to the posts and top plates must be welded to sleeves that slip over the top of posts to be anchored to the overhead. Included are anchors, bolts, and their installation.

A02111 Work under this ELIN must include core drilling existing concrete setting the post using a grouting material that will provide a solid, rigid, post when the material has set. Included must be any size line, end, pull, or gatepost. Posts with embedment or post for non-embedment may be used with this ELIN depending on the required application.

A02112 Work under this ELIN must include rock drilling through concrete or bituminous concrete for the installation of posts. Post installation may be by grouting as in ELIN A02010 or by using posts with concrete embedment included. (ELINs A00501 through A00511, A00601 through A00611, and A00701 through A00703)

A02113 Work under this ELIN must include all work required to provide an off set around an obstruction in any size post. It may include bending pipe, or cutting and welding pipe as necessary. This ELIN must be used in addition to the post ELIN.

A02114 and A02115 Work under this ELIN must include all installation of concrete median barriers. It may include digging the footing and placement of rebar.

A02116 Work under this ELIN must include all on site welding for any fence related work. A minimum of two hours must be ordered for each task order requiring on site welding. Travel time to and from the site must not be included under this ELIN, but travel between locations on site may be included.

A02117 Work under this ELIN must include the installation of ground rods and grounding wire as covered in the specification. All connections to the ground rod, fence fabric, posts, and related hardware are included as specified.

A02118 Work under this ELIN must include a complete chain driven electrical gate operator sized to operate any size sliding gate covered under this contract, and must be operated by a key at the gate location, or by a remote push button,unless other options are ordered under other ELINs. Mounting pad must be included. The operator may be installed on a new or existing gate. Electrical service to the operator must be included if the source of electricity is within 10 feet of the operator.

Electrical service in excess of 10 feet must be ordered under other ELINs, or the Government may choose to provide electrical power service through other means.

A02119 Work under this ELIN must include a complete rail driven electrical gate operator sized to operate any size sliding gate covered under this contract, and must be operated by a key at the gate location, or by a remote push button,unless other options are ordered under other ELINs.

Mounting pad must be included. The operator may be installed on a new or existing gate. Electrical service to the operator must be included if the source of electricity is within 10 feet of the operator. Electrical service in excess of 10 feet must be ordered under other ELINs, or the Government may choose to provide electrical power service through other means.

A02120 Work under this ELIN must include adding a complete digital keyless lock system to activate ELIN A02115 and operate the gate. Contractor must supply and hook up one digital lock station. That station may be located next to the fence entrance or may be located along the entry route where it can be operated from a car window. Installation must include, mounting, piping, wiring, testing, and concrete pad if required for installation

A02121 Work under this ELIN must include the installation of a card reader entry system to activate ELIN A02115 and operate the gate. Contractor must supply and hook up one card reader station. That station may be located next to the fence entrance or may be located along the entry route where it can be operated from a car window. Installation must include, mounting, piping, wiring, testing, and concrete pad for installation.

A02122 Work under this ELIN must include the complete installation of one loop detector to be used with ELIN A02115. The design of the system will determine the number of detectors required and their function in the system.

A02123 Work under this ELIN must include installation of electrical conduit and wires from a designated power source to the gate operator. The first ten feet are included in the operator line item. This line item will pick up after the first 10 feet. Conduit and wire size must be determined in accordance with the National Electrical Code, the required load, and distance from the power source. Field conditions that require conduit size greater than 1" or wire sizes above #6, must be out of scope for this line item.

A02124 Work under this SUB ELIN must cover the cost of installing fence in areas such as marshes, tidal marshes, or the edges of rivers, streams, bays, or lakes where the fence will extend out into the permanent standing water. Areas that do not have standing water at low tide are not included under this SUB ELIN. Areas that may be flooded due to a recent rainfall and can reasonably be expected to be free of standing water within a few days are also not included in this SUB ELIN and should be installed as normal.

A02125 Work under this ELIN must include the cost of providing and installing sand/snow fence in accordance with the Specification For Sand/Snow Fence

A02126 Work under this ELIN must include the cost of straightening existing fence and fence posts, and resecuring fence that is detached from fence posts. This ELIN does not include removal of sand where fence is pushed over or buried due to accumulation of sand. Sand removal may be accomplished for fence repair under ELINs A02401 and A02402.

AO2127 Work under this ELIN must include the cost of providing and installing wooden fence in accordance with the Specification For Wood Fence.

A022 (FENCE SECURITY ITEMS)

A02201 Through A02204 Work under these ELINs must include the cost of PROVIDING AND INSTALLING vinyl coated structural wire rope mainly on ornamental fences gates and fence openings according to the provided drawings. The wire must be anchored as shown and must include all accessories required to install and provide proper fence reinforcing.

A02205 Through A02211 Work under these ELINs must include the cost of PROVIDING AND INSTALLING galvanized structural wire rope mainly on chain link fences gates and fence openings to include deadmen and anchor plates according to the provided drawings. The wire must be anchored as shown and must include all accessories required to install and provide proper fence reinforcing.

AO2212 Through AO2215 Work under these ELINs must include the cost of PROVIDING AND INSTALLING bollards. AO2216 and AO2217 ELINS are accessory bollard items and does not include the installation of the bollard.

A02218 Work under this ELIN must include the cost of PROVIDING AND INSTALLING galvanized personnel turnstiles. Installation must include concrete mounting pad and card reader mounting plate.

AO2219 Work under this ELIN must include the cost of PROVIDING AND INSTALLING additional excavation and concrete to install dead men.

AO2220 Work under this ELIN must include the cost of PROVIDING AND INSTALLING 4" end or pull posts to be installed where cable reinforcing is required on fencing.

AO2221 and AO2222 Work under these ELINS must include excavation, concrete lining, any shop or field welding, and attachment to the fence according to the drawings.

AO2223 through AO2228 Work under these ELINS must include acquiring, excavating and installing described crash beams and wedge barriers including any conduit and master control panel. After installation, crash beams and wedge barriers must be fully operable.

A023 (REMOVAL AND DISPOSAL)

Work under these ELINs consists of demolition of the items listed including removal from government property, disposal and site restoration as required by the specification.

A024 (LABOR AND MATERIAL)

A02401 and A02402 cover, but are not limited to, the cost for labor, materials, and various types of equipment required to provide repair work, modifications, or new work in conjunction with other work ordered under the bid schedule. The Government must provide the Contractor with a scope of work that is to be performed. After review the Contractor must submit to the Contracting Officer either a proposal within five working days of the date of receiving the scope of work. The Contractor must develop an estimate for material and labor (in man-hours) required for task requested from current issues of any of the most current R.S. Means Facilities Estimating Guides.

Cost breakdown for the proposal must be provided as indicated below.

Material: All material required to complete the project must be at bare cost only. The only mark up allowed to be added to material is delivery or shipping costs required for the contractor to receive the material and state sales tax.

Labor: This Line Item must cover the total cost of labor which includes all associated costs to perform the work including but not limited to: tools, equipment, disposal, supervision, overhead, markup, profit, taxes, inspections, insurance, permits, fees, and bonds, for work not covered under the pre-priced line items. It is noted that the pre-priced line items are all inclusive including labor costs.