Attachment 4 Supplementary specification for Paving Mech update 7-6-23..pdf

DOCUMENT 00 22 13.00 20

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

02/14

PART 1 GENERAL

DESCRIPTION OF EXHIBIT LINE ITEMS (ELINS) FOR INDEFINITE DELIVERY / INDEFINITE

QUANITITY MISCELLANEOUS PAVING MAINTENANCE AND REPAIR

PART 1 GENERAL

The contract requirements listed below shall be performed in accordance with the applicable TECHNICAL

SPECIFICATIONS.

PART 2 CONTRACT REQUIREMENTS

2.1.1 Unit Priced Tasks. Unit Price for bid items A001 through A086 and bid item A089 through A093 in the

Schedule shall include all labor, material, equipment, supplies and supervision to perform the tasks. This shall follow for all of the option years.

2.1.2 (Unit Priced Labor, Material and Equipment) Additional work required within the scope of the contract and not provided for in the items listed under A001 through A086 and A089 through A092 will be ordered under Bid item A087 through A088. The Contractor shall submit a written proposal for negotiable work under these items as requested within 3 days after written notification. This proposal shall include a breakdown supported by such detail as the Contracting Officer may request. A Government Representative will compare the Contractor's cost proposal with the Government Estimate. This shall follow for all of the option years.

2.1.3 Work Outside of Regular Working Hours. Work which will normally disrupt the normal operations of one or more buildings, or major support systems may be required to be performed outside regular working hours. Except as may otherwise be specified, all work shall be performed during regular working hours as defined in Section 01 11

00. If the Contractor desires to carry on work on Saturday, Sunday, holidays or outside of the stations regular hours, he may submit applications to the Contracting Officer for approval consideration. Historically, 5% of the specific work has been performed outside of regular working hours.

2.2 Basis of Prices for the Bid Schedule for the purpose of uniformity in bidding, bidders shall consider the detailed requirements of the technical sections and the conditions listed below in sub paragraphs 2.2.1 through 2.2.44 in the computation of their unit prices for the sub items listed in the Bid Schedule. The bidding quantities inserted by the

Government are for bidding purposes only. This shall follow for all of the option years.

2.2.1 Unit price for bid item A001 excavation shall be for machine excavation and back filling of excavated material and shall include removal and disposal of excess excavated materials from the confines of the federal installations.

2.2.2 Unit price for bid items A002 through A012 shall include demolishing and separating 1 square yard (thickness as indicated) of concrete, reinforced concrete or bituminous materials and removal and disposal of excavated materials from the confines of the federal installations. Provide and maintain for as long as required all necessary plates, lights and barricades to maintain excavation in a safe manner in accordance with the federal installation safety regulations.

2.2.3 Unit price for bid items A013 through A017 shall include all required form work; and placing reinforced concrete in accordance with the provisions of Section 03300. Reinforcement, conforming to the applicable

Technical Section, shall include welded wire fabric (6 X 6 / 4 X 4) or deformed bars up to #6 (3/4" dia.) installed

12" on center both ways with 3" between layers of rebar. Rebar shall not be closer than 3" from any concrete surface edge. Specific formwork and reinforcing will be shown on work orders for each job.

2.2.4 Unit price for bid items A018 through A021 shall include all equipment and a qualified operator as required to saw cut concrete or reinforced concrete and/or bituminous to depths indicated, and removal of any debris from the confines of the federal installation.

2.2.5 Unit price for bid item A022 shall be for 6" wide x 6" deep square cut key made with a pneumatic spade, and removal of any debris from the confines of the federal installation.

2.2.6 Unit price for bid item A023 shall include providing and installing heavy-duty manhole extension collars as required to meet new elevations.

2.2.7 Unit price for bid item A024 shall include providing and installing heavy-duty valve, service or roadway extension collars as required to meet new elevations.

2.2.8 Unit price for bid item A025 shall be to adjust the catch basin to meet new elevations. Catch basins shall be reset in a full cement bed.

2.2.9 Unit price for bid item A026 shall be to remove the cover, fabricate and install adapter ring and reinstall cover.

2.2.10 Unit price for bid item A027 shall be to remove and clean the cover, adjust the tunnel wall elevation as required, reset and properly reseal the cover.

2.2.11 Unit price for bid items A028 through A030 shall be to remove and dispose of the cover, and clean tunnel/trench areas of associated debris at removal site. Cast new 4000 PSI concrete cover to match existing or required size, thickness and configurations complete with #4 rebar, placed 6" on center both ways (perpendicular), with one lift eye at each end (centered along the narrow ends, 8" in from each edge), and this includes the installation and resealing of new cover.

2.2.12 Unit price for bid item A031 shall be to provide, place and compact 2A modified stone tamped in 6" lifts as directed by the respective Task Order.

2.2.13 Unit price for bid item A032 shall be to provide, place, grade, and compact 2A modified stone tamped in 6" lifts as directed by the respective Task Order.

2.2.14 Unit price for bid items A033 through A047 shall include surface preparation, application of a tack coat and installation of the appropriate bituminous materials as directed and in accordance with PENNDOT Specification

408.

2.2.15 Unit price for bid item A048 shall include the removal and disposal of curbing from the confines of the federal installation as directed by the respective Task Order.

2.2.16 Unit price for bid item A049 shall include excavation, forming, placing and finishing curb 8" wide X 18" deep, installation of expansion joints 50 feet on centers, removal of forms after curing, backfilling along concrete with dirt and reseeding of area and/or restore paced areas adjacent to curb to their original condition.

2.2.17 Unit price for bid items A050 and A052 shall include the removal and disposal of sidewalks from the confines of the federal installation as directed by the respective Task Order.

2.2.18 Unit price for bid items A051 and A053 shall include excavation, forming, placing and finishing the sidewalk, installation of control joints, expansion joints on 50' centers, removal of forms after curing, backfilling along concrete and reseeding of the area. Installation shall also include providing and installing deformed welded wire fabric reinforcement 6 X 6 D4 X D4.

2.2.19 Unit price for bid item A054 shall include removal of asphalt curbing and surface area cleaning. Unit price for bid item A055 shall include surface area cleaning, tack coat, and installation of asphalt curbing, 6" high by 8" wide.

2.2.20 Unit price for bid item A056 shall be for joint sealer placed a minimum width of 6" between new and existing paving and where a wearing course is placed adjacent to a concrete curb, building wall, valve box, catch basin or manhole.

2.2.21 Unit price for bid items A057 and A058 shall include surface preparation and striping paved surfaces.

Surface shall be thoroughly cleaned and entirely free of loose sand, stones, dust, oil, grease, water, and other substances that will be deleterious to the paint or will adversely affect the adhesion of the paint. Roadways shall be striped with 8" wide yellow stripes. Parking lots shall be striped with 6" wide striping in accordance with standard highway practice as directed on the Task Order.

2.2.22 Unit price for bid item A059 shall include surface preparation and painting of alpha or numerical designators up to 24" wide X 48" high. The paint shall be high-grade reflective paint of the type used for highway marking and conform to the requirements of the applicable Technical Specification.

2.2.23 Unit price for bid item A060 shall include surface preparation and painting of straight and curved directional arrow up to 6' long by 12" wide. Arrowhead shall be proportioned to stripe width. Paint and painting shall conform to the requirements of the applicable Technical Specification.

2.2.24 Unit price for bid item A061 shall include surface preparation and painting of Handicapped Parking Symbol to the dimensions shown in Section 02701. Paint and painting shall conform to the requirements of the applicable

Technical Specification.

2.2.25 Unit price for bid items A062 and A063 shall be for forming flange ways adjacent to crane or railroad tracks.

2.2.26 Unit price for bid item A064 shall include removal of existing damaged and/or undamaged concrete parking bumper blocks. Removal shall also include, when directed by the Task Order, removing any and all pinning or anchoring devices, patching of holes left by anchoring devices, and removal of any damaged concrete parking bumper blocks not able to be reused by the confines of the federal installation. Disposition of removal blocks shall be shown on individual Task Orders.

2.2.27 Unit price for bid item A065 shall be for providing and installing precast concrete bumpers 72" long, 2 pin with provisions for drainage. The bumpers shall be positioned and the pins installed as directed by the respective

Task Order.

2.2.28 Unit price for bid item A066 shall be for the 5 1/4" shaft adjustable cast iron valve box sized to suit the installation. The box shall be properly positioned and adjusted to suit job elevations. (Similar to Tyler Series 6860 and 6865)

2.2.29 Unit price for bid item A067 shall be for a 2 1/2" shaft adjustable cast iron valve box sized to suit the installation. The box shall be properly positioned and adjusted to suit job elevation. (Similar to Tyler Series 6500)

2.2.30 Unit price for bid item A068 shall be for the 4 1/4" shaft adjustable cast iron roadway box sized to suit the installation. The box shall be properly positioned and adjusted to suite job elevations. (Similar to Tyler Series

6870)

2.2.31 Unit price for bid item A069 shall be for a 30" diameter metal manhole cover, with metal ring, sized to suit the installation. The metal ring shall be properly positioned and adjusted to suite job elevation. (Similar to

PENNDOT manhole frame and cover)

2.2.32 Unit price for bid item A070 shall include the following:

a. Remove and dispose of sub soil to a depth of 12"

b. Place and compact 2A modified stone to a depth of 6"

c. Place and compact/roll base course bituminous material 4" thick.

d. Place and roll wearing course bituminous material 2" thick

e. Seal all joints.

2.2.33 Unit price for bid item A071 shall include the following:

a. Remove and dispose of sub soil including miscellaneous concrete to a depth of 16"

b. Place and compact 6" and 2A modified stone

c. Place 8" thick 4000# concrete

d. Place and roll wearing course bituminous material 2" thick

e. Seal all joints.

2.2.34 Unit price for bid items A072 and A073 are for work to be accomplished between November 1 and March 31.

The requirements of PENNDOT Specification 408, "Weather Limitations" will be waived for the repair of utility patches from November 1 through March 31.

2.2.34.1 Unit price for bid item A072 shall include the following:

a. Remove and dispose of sub soil to a depth of 12"

b. Place and compact 2A modified stone to a depth of 6"

c. Place and compact/roll base course bituminous material 4" thick.

d. Place and roll wearing course bituminous material 2" thick

e. Seal all joints.

2.2.34.2 Unit price for bid item A073 shall include the following:

a. Remove and dispose of sub soil including miscellaneous concrete to a depth of 16"

b. Place and compact 6" and 2A modified stone

c. Place 8" thick 4000# concrete

d. Place and roll wearing course bituminous material 2" thick

e. Seal all joints.

2.2.35 Unit price for bid item A074 shall include all equipment and qualified operators(s) as required to core bore bituminous and/or concrete including reinforced concrete as directed by respective Task Order. The core shall be forwarded to the Designated Government Representative.

2.2.36 Unit price for bid item A075 shall include the following:

a. All necessary jack hammering and separation of bituminous, reinforced concrete or combination thereof up to 16" thick and up to 80 square feet.

b. Removal and replacement of sod (if applicable).

c. All necessary excavations required to replace catch basin, install new base and connect inlet and outfall piping.

d. Removal and disposal of existing catch basin, base foundations and materials unsuitable for backfill.

e. Forming and pouring of an 8" thick, #4 re bar reinforced, 4000# concrete catch basin pad/foundation, minimum 6" larger on all sides than the new precast catch basin. f. Replacing of inlet or outfall piping up to 3 LF for each line.

g. Provide and install one precast reinforced concrete catch basin with 8" thick walls, sized as indicated. Complete with heavy-duty frame and grate. Cut all necessary holes for piping.

h. Provide and place up to 4 CY of 2A Modified stone as required to replace unsuitable backfill materials. I. Backfill and compact excavated area in 6" lifts.

j. Resurface affected area (up to 80 SF) to thickness and with types of materials originally removed.

k. Provide and maintain for as long as required all necessary plates, lights and barricades to maintain excavation in a safe manner in accordance with federal installation safety regulations. l.

Approximately 5% of replacements will be sodded areas.

2.2.37 Unit price for bid item A076 shall include the following:

a. All necessary jack hammering and separation of bituminous, reinforced concrete or combination thereof up to 16" thick and up to 36 square feet.

b. All necessary excavations required to expose deteriorated walls of existing manhole to a depth of two feet.

c. Remove and dispose of deteriorated walls and materials unsuitable for backfill. Save metal ring and cover for installation.

d. Repair deteriorated walls with new material (brick or concrete walls) and reset manhole ring in a bed of mortar level with new or existing paving as stated on the Task Order.

e. Provide and place up to 2 CY of 2A Modified stone as required to replace unsuitable backfill materials.

Backfill and compact excavated area in 6" lifts.

f. Resurface affected area (up to 36 SF) to thickness and with types of materials originally removed.

g. Provide and maintain for as long as required all necessary plates, lights and barricades to maintain excavation in a safe manner in accordance with federal installation Safety Regulations.

2.2.38 Unit price for bid item A077 shall be for all equipment and labor for the removal of highway marking paint from paved or concrete surfaces. Existing paint must be removed, blacking out of existing paint is not acceptable.

2.2.39 Unit price for bid items A078 through A083 shall be for the repair of potholes in bituminous paving including the following:

a. All necessary jack hammering and separation of deteriorated bituminous paving and removal of debris from the federal installation. All corners of repaired holes shall be squared off.

b. Paving shall be placed and compacted in the hole with a minimum of 2" wearing course, a 2" binder course if necessary and the remainder of the depth shall be base course if necessary.

c. The repair shall be sealed by a joint sealer placed a minimum of 6" wide between new and existing paving.

2.2.39.1 In ordering bid items A078 through A083, the Government shall order a minimum of 100 square feet of the various bid items combined per Task Order.

2.2.40 Unit price for bid items A084 through A086 shall be for milling, removing and disposal of bituminous paving and shall conform to PENNDOT Specification 408.

2.2.41 Unit price for bid item A087 shall include all costs associated with providing one man-hour of labor. Unit price for bid item A087 shall not include the purchase price of material. Reimbursement for parts or material shall be under bid item A088.

2.2.42 Bid item A088 shall be used to reimburse the contractor for all parts and material used under bid item A087.

Reimbursement shall be based on known available supplier's prices plus the bidder's Fixed Burden Rate (FBR) times the Supplier's Price. The FBR is defined as a factor adjustment (burden) for any direct or indirect costs associated with providing material used under bid item A087. For evaluation purposes, the estimated unburdened costs are shown in bid item A088.

Example of Burden Bid:

10% Mark-up Bid $10,000 + ($ 10,000 x .1) = $ 11,000

2.2.43 Unit price for bid item A089 shall be for the roundtrip mobilization and demobilization for all personnel and equipment both to and from the job site. The Government will order one roundtrip mobilization and demobilization per Task Order, at one government installation. The Task Order may have multiple work locations on the same government installation. If there is also work at another government installation, it will be issued on a separate Task

Order and would also provide one roundtrip mobilization and demobilization.

2.2.44 Unit price for bid items A09 through A093 shall be for pavement sweeping in accordance with Appendix B

Statement of Work.

PART 3 PRODUCTS

Not used.

PART 4 EXECUTION

Not used.

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.

Submittals with an "S" are for inclusion in the Sustainability e-Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Submit the following items to the Contracting Officer:

SD-01 Preconstruction Submittals

Utility Outage Requests

Utility Connection Requests

Borrow Permits

Excavation Permits

Welding Permits

Burning Permits

SD-07 Certificates

Energy Performance Certificates; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

This is an Indefinite Quantity Contract to provide paving repair and replacement and various types of maintenance repairs and preparations associated with paving repair and replacement. Other incidental type work associated with paving repair and replacement is included and may be ordered for industrial, commercial, and residential locations indicated within each task order.

The bid schedule contains the Annual aggregate estimated total of quantities for the contract. The Contractor must furnish all labor, materials, equipment, tools, transportation, supervision, safety, surveys, scoping, layout work, 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

Work may be ordered for the site listed below. Work may also be ordered electronically by authorized agents through EMALL.

a. Naval Support Activity – Mechanicsburg, 5455 Carlisle Pike, Suite

305 Mechanicsburg, PA 17050-2411.

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this

Contract. Occupancy notifications will be posted in a prominent location in the work area.

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 approaches, corridors, and stairways.

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.

Contact PA ONE CALL 72 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a

Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating

Radar (GPR), 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, or specified to be removed, that is 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.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.5.2 Utility Outage Requests and Utility Connection Requests

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.

Contracting Officer may permit utility outages at his discretion.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 15 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.6 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

N/A

1.7 GOVERNMENT-INSTALLED WORK

N/A

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section --

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 REFERENCES

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

U.S. Code (USC)

10 USC 6011 Navy Regulations

8 USC 1101 Definitions

1.2 DEFINITIONS 1.2.1

State

"State" when used in reference to states of the United States shall also include the Territory of Guam.

1.3 SUBMITTALS

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

SD-01 Preconstruction Submittals

List of Contact Personnel; G

Personnel List; G

Vehicle List; G

1.4 SPECIAL SCHEDULING REQUIREMENTS

a. Permission to interrupt any Activity roads, railroads, and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

b. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

1.5 CONTRACTOR ACCESS AND USE OF PREMISES

1.5.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity (NSA / PNBC) become familiar with and obey

Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.5.1.1 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.5.1.2 Identification Badges and Installation Access

All Contractor personnel shall obtain access to the installation through enrollment and registration into the Defense Biometric Identification System (DBIDS) or by obtaining passes each day from the Base Pass and Identification Office. In order to obtain base access, an individual need to acquire DoD sponsorship, have a thorough identity check, be properly vetted, and have a legitimate reason for base access. Identity checks require a passport or a Real ID Act-compliant state driver's license. Vetting occurs when the individual's background and ID are compared against authoritative criminal justice data bases, and the individual has a letter or official document from the sponsoring organization which articulates the reason for access. When the above criteria are satisfactorily met, DBIDs credentials are issued.

The Contractor shall provide the KO with the name of their designated Service Contractor Administrator (SCA) for enrollment in DBIDS. Once enrolled, the Contractor must provide the DBIDS Registrar with an approved employee list and then direct their employees to register into DBIDS.

a. DBIDS: The Contractor shall provide the KO with the name of their designated Service Contractor Administrator (SCA) for enrollment in DBIDS. Once enrolled, the Contractor must provide the DBIDS Registrar with an approved employee list and then direct their employees to register into

DBIDS.

b. One-Day Passes: If the Contractor chooses to not participate, the Contractor's personnel will have to obtain daily passes, be subject to daily mandatory vehicle inspection, and will have l i m i t e d access to the installation. The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

The Contractor shall, prior to the start of the contract, submit to the Contracting Officer an estimate of the number of personnel expected to be utilized at any one time on the contract. The Government will issue badges without charge. Each employee shall wear the Government issued badge over the front of the outer clothing. When an employee leaves the Contractor's service, the employee's pass and badge shall be returned within three calendar days. Passes and badges issued to Contractor employees shall not negate the requirement for employee identification required in the "IDENTIFICATION OF CONTRACTOR

1.5.1.3 Employee List

The Contractor shall provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract. The Contractor shall adhere to the requirements of "Important Clarifications - Contractors - How to Gain Access," dated 31 October 1995, in obtaining access to the Naval Air Station complex for the life of the contract. A copy of these requirements will be provided at the preconstruction meeting.

1.5.1.4 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.5.1.5 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations under the cognizance of

NAVFAC except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.5.2 Emergency Response Requirement

The Mechanicsburg Naval Support Activity (NSA) requires all personnel to take shelter for personal safety in the event of certain emergencies. This includes Contractors, Subcontractors, and any person who is employed by the Contractor.

1. LOCAL POLICIES: The Contractor shall check with the Fire Department at the location and become familiar with local policy and/or procedures required of each activity in response to emergencies.

NSA PERSONNEL NOTIFICATION: The Contractor shall instruct their personnel, including subcontractors assigned to a job within NSA, upon witnessing flooding, fire, injury to personnel, or any other incident or casualty requiring emergency response, to immediately contact the appropriate

Fire / Security Department below, providing the location and other pertinent details:

a. NSA Fire & Security Department 717-605-2000

b. The Contracting Officer

1.5.2.1 Fire Protection Awareness (NSA)

a. Contractor personnel shall be made aware of emergency evacuation signals and best escape routes.

b. All personnel shall comply with NAVFAC Fire Code requirements as stated in

COMNAVREGMIDLANT 11320.11.

1.5.3 Regulations (NSA)

Ensure that Contractor personnel employed at either location shall become familiar with and obey local regulations. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification. Comply with the following conditions:

a. Restrict employees/representatives to the work site and control travel directly to and from the work site.

b. Restore all traffic/parking/security signs and markings, including space numbers, designations, and lines, to their original form if such signs/markings are defaced or deleted during construction/repair.

c. Be responsible for control and security of Contractor-owned equipment and materials at the work site. Report immediately missing/lost/stolen property to the Local Activity Police

Departments (phone) as each case occurs.

d. Ensure that no opening in the roof/walls/windows/fence of the building exist at the end of the work day and do not exist where penetration is possible during non-working hours. If the building cannot be secured at the end of the workday, coordinate action with the Contracting

Office to notify the cognizant code to arrange for a security watch by their personnel.

1.5.4 Additional Regulations

Ensure that Contractor personnel employed become familiar with and obey all regulations. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification. Comply with the following conditions:

a. Restrict employees/representatives to the work site and control travel directly to and from the work site.

b. Restore all traffic/parking/security signs and markings, including space numbers, designations, and lines, to their original form if such signs/markings are defaced or deleted during construction/repair.

c. Be responsible for control and security of Contractor-owned equipment and materials at the work site. Report immediately missing/lost/stolen property to the Base Police Department as each case occurs.

d. Ensure that no material is stacked within 10 feet of the Controlled Industrial Area (CIA) perimeter. Remove from the work site, or secure ladders or other such equipment which could be used to climb the CIA perimeter fence. Ensure that no vehicles are parked within 10 feet of the CIA perimeter.

e. Ensure that no opening in the roof/walls/windows/fence of the building exist at the end of the work day and do not exist where penetration is possible during non-working hours. If the building cannot be secured at the end of the workday, coordinate action with the Contracting Office to notify the cognizant code to arrange for a security watch by their personnel.

1.5.5 Working Hours

Regular working hours shall consist of an 8 1/2 hour period established by the Contractor Officer per site the time shall approximate the hours between 7 a.m. and 3:30 p.m., Monday through Friday, excluding

Government holidays.

1.5.6 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours at no additional cost to the Government. The Contracting Officer shall obtain approval from the respective activity departments, offices, and shops. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.5.7 Occupied and Existing Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents shall be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the area during the construction period.

1.5.8 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work outside Regular

Hours."

b. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, shall be considered utility cutovers pursuant to the paragraph entitled "Work outside Regular Hours."

c. Contractor is responsible for locking out and tagging out of service, all equipment/utility systems involved under this contract. After an outage has been approved, Government personnel will secure the equipment/utility distribution systems and tag those systems outside the building. Operation and isolation of utility services within the building are the responsibility of the Contractor. Where possible, the Contractor shall provide any necessary locks and chains to secure utility systems (i.e. steam, water, air, electricity) and to achieve a zero mechanical state (ZMS) for all machinery involved. ZMS is defined as the mechanical state of a machine in which:

1. Every power source that can produce machine movement has been locked off.

2. The mechanical potential energy of all portions of the machine is at its lowest potential value so opening of pipes, valves, hoses, or actuation of any valve will not produce a movement that could easily cause injury.

3. The kinetic energy of the machine is at its lowest practical value.

4. Pressurized fluid (air, oil, or other) trapped in the machine lines, cylinders, or other components is not capable of producing a machine motion upon actuation of any valve.

1.6 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II," "FAC 5252.236-9301, Special

Working Conditions and Entry to Work Area," and the following apply:

1.6.1 Naval Support Activity (NSA) Mechanicsburg, Pa.

a. Personnel information. A minimum of 5 working days prior to start of work, the Contractor will furnish to the Naval Support Activity (NSA) Mechanicsburg, Security Department, via the

Contracting Officer, the following information for Contractor and subcontractor personnel required to enter the station:

(1) Name of company

(2) Name of the employee

(3) Social Security Number

(4) Proof of U.S. citizenship

(5) Completed Contractor/Vendor Criminal History Record Request

(6) Completed application for gate badge

b. Proof of citizenship. Proof of citizenship shall consist of copies of birth certificate, military dependent identification card (ID), or naturalization papers, which will be returned once entered into the security computer system. The Security Department will run a criminal history check on Contractor employees and, as a condition of employment, each employee shall willingly sign an authorization form allowing the Security Department to conduct the criminal history check. Subject authorization form shall be maintained on file by the Security Officer. Based on proof of U.S. citizenship and results of the criminal history check, the Security Officer will or will not grant entry to the station. If entry is denied, the Contractor will be immediately notified.

c. Contractor responsibility for employees. The Contractor is responsible for employees under his employment. Ensure that employees are familiar with and obey station traffic, safety, and security regulations.

d. Motor vehicle operation. Ingress and egress of personnel shall be subject to the security regulations of the station. Motor vehicles operated within the NSA and PNBC Philadelphia shall comply with the vehicle codes of Pennsylvania.

1.6.1.1 Parking

Contractor shall become familiar with local policies and procedures for the activity (NSA) in regards to parking for Contractor Vehicles.

1.6.1.2 Vehicle Searches

All vehicles are subject to search while entering, remaining in, or leaving the activity NSA.

1.6.1.3 Escort

The contractor will be informed of all areas on board NSA which will require. The cognizant activity code will provide escort services in the affected area.

1.6.1.4 Areas Not Covered by Contract

Contractor personnel will not be permitted to enter any buildings, spaces, and areas not covered by this contract except on prior approval of the affected activity department/office/shop having jurisdiction of the areas. Coordinate action with the Contracting officer to obtain such entry approval.

1.6.1.5 Photographs

Unofficial photography is prohibited on board activities (NSA). When operationally required, submit a written request containing specific justification and details to the Security Officer.

1.6.1.6 Identification Badges

In addition to the requirements specified in Section 01 30 00, "Administrative Requirements", comply with the following:

Employees and representatives requiring access are U.S. citizens or U.S. Nationals.

a. Employees shall provide documented proof of U.S. citizenship to the Pass and ID Office prior to being issued a Shipyard badge.

b. Employees shall wear and display the badge in the chest area at all times while entering, remaining in, and exiting all respective activity spaces and each badge shall be used only by the specific individual named on the badge.

c. Maintain strict accountability over identification badges and passes issued by the Pass and ID Office.

Return badges/passes to the Pass Office immediately upon termination of any employee, expiration, completion of contract, or when no longer required.

1.7 HOT WORK PERMITS:

The contractor shall contact the Government Inspector to obtain a written permit from the Fire

Department prior to commencing any burning, welding, soldering, open flame cutting, leading, operation of tar kettles, salamanders, and any other non-permanently installed heat or fire producing devices. The contractor shall assure that adequate precautionary measures have been taken to protect all personnel and property. Permits will be good from 8:00 a.m. to 3:30 p.m. daily. The permit shall be posted in a conspicuous location at the job site. Permits required after normal working hours, weekends, and holidays shall be requested as soon as the need is known. Failure to maintain the specified fire and safety requirements will result in immediate suspension of such operations.

All contractor employees working with flame or heat producing equipment such as a propane torch or cutting/welding equipment shall be properly trained and experienced in this type of work. The contractor shall provide an appropriate size and type of chemical fire extinguisher at each welding, cutting or burning operation and also at each roofing tar pot or kettle. In addition, the contractor shall furnish all barricades, signs, ropes, shields and other guards as appropriate to ensure the safety of all activity personnel/the general public who may be in the vicinity of the work area. In no event will the Government's failure to issue a permit relieve the Contractor from its obligation under the contract or waive the Government's right to timely and satisfactory performance of this contract.

Not Used

PART 3 EXECUTION

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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

1.3 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.

1.4 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.4.1 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 Quality Control (QC) Manager as required by the contract.

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

c. Contractor Safety Self Evaluation Checklist.

d. Other supporting documents as requested.

e. Updated copy of submittal register.

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

g. Affidavit to accompany invoice (NAVFAC LANT NORVA Form 4-4235/4 (Rev.5/81)).

h. Monthly Work-hour report.

i. Solid Waste Disposal Report.

1.4.2 Submission of Invoices

If NFAS Clause 5252.232-9301 is included in the contract, the documents listed in paragraph "CONTENT

OF INVOICE" shall be provided 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 it shall be provided 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.

1.4.3 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.

1.5 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 subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.5.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and/or suspensions permitted under the FAR and agency regulations including the following in accordance with "FAR 32.503-6:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-

9310, Record Drawings."

1.5.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/ pre-stressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this contract. Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. No payments may be made to the Contractor for materials stored off site.

PART 3 EXECUTION

End of Section

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

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)

EM 385-1-1 (2014) Safety and Health Requirements

Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

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. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submittals with an "S" are for inclusion in the Sustainability e-Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

Qualifications of Superintendent; G

1.3 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by Pennsylvania State law.

1.3.1 Additional Insurance Requirements

a. Before commencing work under this contract, the Contractor shall certify to the Contracting Officer in writing that the required insurance has been obtained. The policies evidencing required insurance shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government's interest shall not be effective (1) for such period as the laws of the State in which this contract is to be performed prescribe or (2) until 30 days after the insurer or the Contractor gives written notice to the Contracting Officer,…