N33191-18-R-1600_Attachment_7a_Fire_Pressure_Deficiency_Specifications_Rev1.pdf

WORK ORDER NO.

At the

PREPARED BY:

Electrical:Civil:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date:

UNCLASSIFIED/FOR OFFICIAL USE ONLY

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P-734 Installation Fire Pressure Deficiency WON 1564774

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 22 13.00 20 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

00 73 04 SUPPLEMENTARY CONDITIONS FOR PROJECTS IN MEDITERRANEAN

AREA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 30 00.00 22 ADMINISTRATIVE REQUIREMENTS

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 22 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 22 QUALITY CONTROL

01 50 00.00 22 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 22 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 25 - INTEGRATED AUTOMATION

25 50 00.00 20 CYBERSECURITY OF FACILITY-RELATED CONTROL SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 19.10 10 INSULATED WIRE AND CABLE

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 29 01.00 10 ELECTRIC MOTORS, 3-PHASE VERTICAL INDUCTION TYPE

PROJECT TABLE OF CONTENTS Page 1

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 21 10.00 40 FIBER OPTIC DATA TRANSMISSION SYSTEM

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 05 23 TRENCHLESS UTILITY INSTALLATION

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 61 13.19 VALVES, PIPING, AND EQUIPMENT IN VALVE MANHOLES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 13 PIPELINES, LIQUID PROCESS PIPING

40 95 00 PROCESS CONTROL

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT

43 21 39 PUMPS: WATER, VERTICAL TURBINE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 22 13.00 20

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

02/14

PART 1 GENERAL

1.1 CONTRACT LINE ITEMS

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

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

CLIN 0001 - BASE PRICE. Price includes the following:

Price for the entire work for the installation of 300 mm diameter water line (Water Line A), fiber optic cable in duct replacement Tank 70 pump controls, SCADA system upgrades, and appurtenances complete, in accordance with the drawings and specifications.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0001 Install 300 mm water line (Water Line A), fiber optic line in duct, replacement Tank 70 pump controls, SCADA system upgrades, connectors and appurtenances

CLIN 0002 Option Item No. 1 - Price includes the following:

Price for providing all work in connection with providing and installing a jockey pump system at Tank 70, complete in accordance with the drawings and specifications.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0002 Jockey Pump System $__________

CLIN 0003 Option Item No. 2 - Price includes the following

Price for providing all work for the installation of 200 mm diameter water line (Water Line B), connections, and appurtenances, complete, in accordance with the drawings and specifications.

DOCUMENT 00 22 13.00 20 Page 1

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0003 Install 200 mm water line (Water Line B), connections, and appurtenances

CLIN 0004 Option Item No. 3 - Price includes the following:

Price for providing all work for the installation of 150 mm diameter water line (Water Line D), connections, and appurtenances, complete, in accordance with the drawings and specifications.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0004 Install 150 mm water line (Water Line D), connections, and appurtenances

CLIN 0005 Option Item No. 4 - Price includes the following:

Price for providing all work for the installation of 250 mm diameter water line (Water Line C), connections, and appurtenances, complete, in accordance with the drawings and specifications.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0005 Install 250 mm water line (Water Line C), connections, and appurtenances

CLIN 0006 Option Item No. 5 - Price includes the following:

Price for providing all work for the installation of 200 mm diameter water line (Water Line I), connections, and appurtenances, complete, in accordance with the drawings and specifications.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0006 Install 200 mm water line (Water Line I), connections, and appurtenances

CLIN 0007 Option Item No. 6 - Price includes the following:

DOCUMENT 00 22 13.00 20 Page 2

Price for providing all work for the installation of 250 mm diameter water line (Water Line F), connections, and appurtenances, complete, in accordance with the drawings and specifications.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0007 Install 250 mm water line (Water Line F), connections, and appurtenances

CLIN 0008 Option Item No. 7 - Price includes the following:

Price for providing all work for the installation of 250 mm diameter water line (Water Line E), connections, and appurtenances, complete, in accordance with the drawings and specifications.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0008 Install 250 mm water line (Water Line E), connections, and appurtenances

CLIN 0009 Option Item No. 8 - Price includes the following:

Price for providing all work for the installation of 200 mm diameter water line (Water Line G), connections, and appurtenances, complete, in accordance with the drawings and specifications.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0009 Install 200 mm water line (Water Line G), connections, and appurtenances

1.2 GENERAL BID NOTES

a. Award will be made on the total sum of Contract Line Item 0001.

b. Evaluation of Options (JUL 1990). Except when it is determined in accordance with FAR 17.206 (b) not to be in the Government's best interest, the Government will evaluate offers for award purposes by adding the price for the Option(s) to the total price for CLIN 0001.

In accordance with FAR 52.217-5, evaluation of options will not obligate the Government to exercise the Option(s).

c. The Government may reject an offer as nonresponsive if it is materially unbalanced as to prices for the basic requirement and the option quantities. An offer is unbalanced when it is based on prices

DOCUMENT 00 22 13.00 20 Page 3 significantly less than cost for some work and prices which are significantly overstated for other work.

d. If CLIN 0002 through CLIN 0009 are exercised, additional bonding and consent of surety is required. Consequently, the Performance Bond must reflect 100 percent of the aggregate amount of all Items.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Document --

DOCUMENT 00 22 13.00 20 Page 4

DOCUMENT 00 73 04

SUPPLEMENTARY CONDITIONS FOR PROJECTS IN MEDITERRANEAN AREA

08/08

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Employee Base Access Pass; G

Contractor personnel identification; G

1.2 COOPERATION WITH OTHER CONTRACTORS

Other contractors may be engaged in similar and/or supporting work requiring close cooperation. The Contractor shall cooperate and schedule his work to avoid conflict with and interruption of the work of others insofar as practicable. In the case of conflicts with other contractors that cannot be resolved satisfactorily, the matter shall be referred to the Contracting Officer for decision, and such decision shall be final, subject to right of appeal in accordance with terms of the contract.

1.3 REFERENCE TO GENERAL PROVISIONS CLAUSES

Wherever a reference to a clause of the General Provisions occurs in the technical sections of the specifications, it shall be taken to mean reference to a clause of the Contract Clauses having the same title as the referenced General Provisions clause.

1.4 PUBLIC RELEASE OF INFORMATION

1.4.1 Prohibition

There shall be no public release of information or photographs concerning any aspect of the materials or services relating to this bid, contract, or purchase order or other documents resulting therefrom without the prior written approval of the Contracting Officer.

1.4.2 Subcontracts and Purchase Orders

The Contractor agrees to insert the substance of above paragraph "Prohibition" in each subcontract and purchase order generated for this contract.

1.5 ENGLISH SPEAKING REPRESENTATIVE

At all times when any performance of the work at the site is being conducted by any employee of the Contractor or his subcontractors, the Contractor shall have a representative present on the site who is capable of explaining the work operations and receiving instructions in the English language. The Contracting Officer shall have the right to

DOCUMENT 00 73 04 Page 1 determine without appeal of such decision, whether the proposed representative has sufficient technical and lingual capabilities and the Contractor shall immediately replace any individual not acceptable to the Contracting Officer. The Construction Contractor's qualified Project Manager, on-site Superintendent, Quality Control Manager, and Quality Control Specialist shall be fluent (can read, speak, and write) in both English and Spanish languages.

1.6 CORRESPONDENCE IN THE ENGLISH LANGUAGE

It shall be the responsibility of the Contractor to prepare all proposals, change orders, shop drawings and submittals, quality control reports, computations, and all correspondence pertaining to this contract, in the English language; but the Contractor may, for his own record purposes, prepare them in the local language. All correspondence to the Contracting Officer shall be in the English language. In case of dispute or claim, the English version will govern.

1.7 NORMS AND LAWS

In case of differences between project specifications or the accompanying drawings and referenced norms and laws, norms and laws shall govern. In case of differences between project specifications and the accompanying drawings, the specifications shall govern.

1.8 INDUSTRY STANDARDS

When both U.S. and European, or Spanish, Industry Standards are applicable to this project and the standards are in conflict with each other, the most stringent of the industry shall govern.

1.9 PROHIBITED ITEMS

Use of the following items in this construction project is prohibited:

a. Use of aluminum for electrical conductors.

b. Embedding aluminum conduit in concrete.

c. Use of fluorescent light ballasts and other products containing PCB's.

d. Use of urea-formaldehyde foam insulation products.

e. Use of any paint/coatings having a lead content of over 0.06 percent by weight of non-volatile content. The use of ozone depleting chemicals is prohibited. The use of zinc-chromate is prohibited.

f. The use of materials containing asbestos is prohibited.

1.10 PROPRIETARY NAMES

Manufacturer's proprietary names indicated for colors, textures and patterns of materials are for the purpose of color, texture and pattern selection only. Other manufacturers materials are acceptable and provided they closely approximate colors, textures and patterns indicated and provided they conform to all other requirements subject to Contracting Officer's approval.

DOCUMENT 00 73 04 Page 2

1.11 SUBMITTAL OF PROOF OF QUALIFICATIONS AND EXPERIENCE

Where qualifications or experience requirements are set forth in the specifications with respect to equipment and equipment installers, written proof of such qualifications or experience must be provided within thirty

(30) calendar days after Contract award, and before placing any order for such equipment or before dispatching equipment installers to the project site.

1.12 ORAL MODIFICATION

No oral statement of any person other than the Contracting Officer as provided in the clause in this Contract entitled FAR 52.243-4 "Changes" (AUG 1987), shall in any manner or degree modify or otherwise affect the terms of this Contract.

1.13 NO WAIVER BY GOVERNMENT

The failure of the Government, in any one or more instances, to insist upon the strict performance of any of the terms of this Contract or to exercise any option herein conferred shall not be construed as a waiver or relinquishment to any extent of the right to assert or rely upon such terms or option on any future occasion.

1.14 PRODUCTS SPECIFIED USING USA STANDARDS

1.14.1 Local Products Specified Using United States of America (USA) Standards

There are locally available products specified in this contract that meet USA standards. "Locally available products that meet USA standards" are defined as:

a. "Products that meet the referenced USA standards, and are manufactured and distributed in-country, or manufactured and distributed in the European Union, and are readily available locally from in-country sources or from the European Union sources"; or

b. "Products manufactured in the USA and distributed in-country or in the European Union or in the USA, and are readily available locally from in-country sources or from the European Union sources, or from USA sources.".

The products are specified in the technical sections listed below:

1.14.2 Consignment, Marking, and Customs Clearance

In order for the Contractor to be exempt from paying duty on material or equipment to be imported for incorporation into the contract work, all shipments shall be consigned to the OICC/ROICC and marked for the contract by contract number. Additionally, the Contractor shall supply to the OICC/ROICC with certified copies of the confirmed material/equipment orders and invoices in order that the duty free customs clearance may be accomplished. Failure on the part of the Contractor to comply with the requirements herein will not be grounds for non-enforcement of the provisions of the Clause, "Taxes" of the Contract Clauses.

DOCUMENT 00 73 04 Page 3

1.14.3 Excess

The Contractor shall furnish to the Contracting Officer, just prior to completion of this contract, a consolidated inventory of all excess supplies, materials, and equipment imported duty free for use under this contract. The Contract shall either pay required duties on the excesses or re-export the excesses.

1.15 FINAL GOVERNING STANDARDS (FGS)

Final Governing Standards (FGS) for environmental protection at DOD installations and facilities in Spain went into effect June 1994. These standards were developed by comparing and adopting the more protective requirements of the Overseas Environmental Baseline Guidance Document (OEBGD), European Union and national, regional, and local environmental laws and regulations. The FGS are applicable to work under this contract. The FGS (both English and local language versions) may be reviewed at the ROICC Office during normal business hours.

1.16 EXCLUSION OF PRICE REVISION LAWS

The Contractor and the United States Government, as the sole parties to this contract, do specifically and irrevocably agree that this contract is a FIRM FIXED-PRICE CONTRACT, and do expressly waive and exclude the application of any and all local Laws, Decrees, Orders, and Regulations, which might mandate, authorize, or permit an increase in the contract price, revision or any other mechanism as a result of increased labor costs, equipment costs, material costs, supplies, subcontractor costs, other overhead costs, direct or indirect, or otherwise.

The risks and consequences of this exclusion of the application of Laws as aforementioned are understood by the parties, and have been taken into consideration in arriving at the contract price set forth herein.

It is the parties' intention that the work contracted for, including any subsequent modifications to this contract, shall be performed on a firm fixed-price basis without price revision of any kind.

Any dispute in this respect arising between the parties will be resolved by strict interpretation of the provision of the contract itself.

1.17 OPTIONAL PURCHASE

All materials and equipment not specifically required to be purchased in the United States of America shall be purchased in Spain and may not be purchased elsewhere without specific written approval of the Contracting Officer. If purchase of material and equipment is not feasible in Spain or it is specified that material and equipment be purchased in the United States, the Clause, "STATUS OF CONTRACTOR AS DIRECT CONTRACTOR" of this Section, will apply.

1.18 SECURITY REQUIREMENTS

1.18.1 Contractor Employee Base Access Pass:

The Contractor shall be responsible for furnishing each employee, and for requiring that each employee engaged in the project, display such identification as may be approved and directed by the Contracting Officer. All prescribed identification shall immediately be delivered

DOCUMENT 00 73 04 Page 4 to the Contracting Officer for cancellation upon release of any employee.

Contractor personnel identification, including names and photographs, D.N.I. (Documento Nacional de Identidad) numbers, vehicles identification and license plate numbers, of all personnel to be employed in the performance of the work at the site, shall be submitted to the Contracting Officer at least seven (7) days prior to commencement of the work.

Contractor personnel shall be restricted from entering operational buildings or areas without the specific authorization of the Contracting Officer.

Every employee of the prime contractor, all subcontractor employees, and all material suppliers' employees, who require access to the base for any reason and for any length of time will be required to obtain a base access pass.

1.18.2 Responsibility for Physical Security

The Contractor shall be responsible for physical security of all construction materials, supplies, and equipment of every description (including property which may be Government furnished or owned) provided and/or utilized in the execution of this contract.

1.18.3 Access to Operational Areas

Contractor personnel are expressly prohibited and shall be restricted from entering operational buildings or areas without the specific authorization of the Contracting Officer. To perform work, where "security escorts" are required for access to a facility, the Contractor shall coordinate with the Contracting Officer for access to such facilities.

1.18.4 Employment

Should the continued employment of any person in connection with this contract, or any subcontract hereunder, be deemed by the Contracting Officer to be prejudicial to the interests of the Government, that person shall immediately be removed from the work. In this connection the Contractor agrees that:

a. Cases which may involve disciplinary action against such persons, or the necessity of reassignment or termination of their services, shall be investigated, processed, reported and disposed of, as directed by the Contracting Officer.

b. Employment contracts of all persons employed in connection with this contract, or any subcontract thereunder shall include clauses containing the substance of this clause.

1.18.5 Vehicle Security Inspections

All Contractor and subcontractor vehicles entering the Station including, but not limited to, service vehicles, material delivery vehicles, equipment delivery vehicles, and various other support vehicles, shall first undergo a security inspection.

1.18.6 Vehicle List

Submit an original list of vehicles to be utilized at the work site with

DOCUMENT 00 73 04 Page 5 the following information for each vehicle:

a. Make.

b. Year.

c. Model.

d. License number and insurance data's.

e. Registered owner.

1.18.7 Control

Maintain strict accountability over passes. Immediately report to the source of issue, passes missing or lost and circumstances. If the Contractor has another active contract and one commencing immediately, employee's names may be transferred from one contract to the other. Final payment will not be effected until employees are transferred to another contract or the records are cleared. Furnish a signed letter, countersigned by the source of issue, stating that passes have been turned in.

1.18.8 Photographs

Photographs are prohibited in and around the building unless a written request containing specific justification and details is approved by the security officer via the Contracting Officer. Four days' advance notice is required. Photographs, when approved, shall be taken in the presence of an activity escort.

1.18.9 Compliance

Compliance with the foregoing provisions of this clause by subcontractors shall be the responsibility of the Contractor.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Document --

DOCUMENT 00 73 04 Page 6

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 information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

Utility Location Coordination Report; G

Emergency Utility Repair Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The Project Work is providing new and replacement water lines at NAVSTA

Rota, as summarized below:

Water Line A: Approximately 7,000 meters of 300 mm diameter water line from the GAC water treatment plant (Building 3201) to Tank 70.

Water Line B: Approximately 1,600 meters of 200 mm diameter water line.

Water Line C: Approximately 1,600 meters of 250 mm diameter water line.

Water Line D: Approximately 200 meters of 150 mm diameter water line.

Water Line E: Approximately 380 meters of 250 mm diameter water line.

Water Line F: Approximately 850 meters of 250 mm diameter water line.

Water Line G: Approximately 300 meters of 200 mm diameter water line.

Water Line I: Approximately 200 meters of 200 mm diameter water line.

Two (2) new jockey pumps and controls provided and installed at the existing Tank 70 wet well to provide Tank 70 recirculation and domestic water service during periods when the existing elevated storage Tank 69 is offline for maintenance/repair.

Replacement Tank 70 pump controls, modifications to the existing GAC PLC control system, and additional SCADA system upgrades for remote monitoring and control of the domestic water storage and distribution system at

Building 64.

Installation of a new pressure indicator/transmitter at Tank 69 to replace the existing pressure switches. Pressure indicator/transmitter to be connected to Building 1968 through existing conduit for the existing pressure switches.

Installation of a new fiber optic line and conduit to be installed parallel with Water Line A for the domestic water SCADA system. The conduit and cable will be routed from Building 3201 at the GAC to Building

603 at the Fuels Area. New fiber optic cable and conduit will also be routed from Building 1968 at Tank 70 to Building 3236. A new operator workstation will be provided in Building 64 for monitoring and control of the water distribution system via the base-wide fiber network.

1.2.2 Location

The work is located at the Naval Air Station Rota, Rota, Spain, approximately as indicated. The exact location will be shown by the

SECTION 01 11 00 Page 1

Contracting Officer.

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 local utility locating service a minimum of 15 days 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 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.

A. Utility Location Coordination Report: When utility locations are furnished; the Contractor shall submit a report outlining the activities and companies/agencies contacted. No activity that could damage underground utilities may begin until the Contracting Officer approves the

Utility Location Coordination Report.

B. Location of Underground Facilities/Utilities: Contractor shall

SECTION 01 11 00 Page 2 provide his own facilities and utility locator services, ensure the construction site is scanned with electromagnetic or sonic equipment and mark the surface of the ground where existing underground facilities/utilities are discovered.

1) Verification of the elevation of existing utilities, piping, and any type of underground obstruction not indicator or specified to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be installed.

2) Verification of elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

3) Coordination after contract award and prior to commencement of any clearing and grubbing, trenching, boring, earthwork, pile driving, or other operation that may damage underground utilities.

4) Review all available As-Built BASE Facility Drawings for the area under construction.

5) Broken Utilities: Contractor shall be required to submit an

Emergency Utility Repair Plan prior to performing any excavation.

Emergency shall be defined as the interruption of any and/or damage of any utility service, including but not limited to the spill, or potential spill of any fuel oil, gas, potable water, sewage effluent, raw sewage, or storm water outside of system facilities.

6) The Emergency Utility Repair Plan shall include the following elements:

i. Equipment list of available pumps with sizes, excavation equipment tools, and repair materials that are available onsite.

ii. Labor force that shall be available as a minimum to respond to emergencies.

iii. Site-specific plan for locating, potholing, protecting, avoiding, and repairing any damage caused to existing or newly installed utilities.

iv. Include the same level of detail for any subcontractors that perform work involving excavation.

v. Include a description of any planned effort that would involve bringing in subcontractor personnel to respond to emergencies.

vi. The plan shall be subject to approval by the Contracting

Officer.

7) Contractor shall demonstrate in his Emergency Utility Repair Plan that they are capable of responding to utility interruptions that could be caused by their construction operations or impacts from them.

1.6 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

5 kilometers 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

SECTION 01 11 00 Page 3 approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

1.7 ADDITIONAL WORK

A. Utility Location Coordination Report: When utilities locations are furnished; the Contractor shall submit a report outlining the activities and companies/agencies contacted.

1. No activity that could damage underground utilities may begin until the Contracting Officer approves the Utility Location

Coordination Report.

2. Contractor shall add Utility Location Coordination Report to

Submittal Register. It shall be annotated "G" for Government approval.

B. Location of Underground Facilities/Utilities: Contractor shall provide his own facilities and utility locator services, ensure the construction site is scanned with electromagnetic or sonic equipment and mark the surface of the ground where existing underground facilities/utilities are discovered.

1. Verification of the elevation of existing utilities, piping, and any type of underground obstruction not indicated or specified to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be installed.

2. Verification of elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

3. Coordination after contract award and prior to commencement of any clearing and grubbing, trenching, boring, earthwork, pile driving, or other operation that may damage underground utilities.

4. Review all available As-built BASE Facility Drawings for the area under construction.

5. Broken Utilities: Contractors shall be required to submit an

Emergency Utility Repair Plan prior to performing any excavation.

Emergency shall be defined as the interruption of any and/or damage of any utility service. Including but not limited to the spill, or potential spill of any fuel oil, gas, potable water, sewage effluent, raw sewage or storm water outside of system facilities.

6. The Emergency Utility Repair Plan shall include the following elements:

a. Equipment list of available pumps with sizes, excavation equipment, tools, and repair materials that are available onsite.

b. Labor force that shall be available as a minimum to respond to emergencies.

c. Site-specific plan for locating, potholing, protecting, avoiding, and repairing any damage caused to existing, or newly installed utilities.

d. Include the same level of detail for any subcontractors that

SECTION 01 11 00 Page 4 perform work involving excavation.

e. Include a description of any planned effort that would involve bringing in subcontractor personnel to respond to emergencies.

f. The plan shall be subject to approval by the Contracting

Officer.

C. Contractor shall demonstrate in his Emergency Utility Repair Plan that they are capable of responding to utility interruptions that could be caused by their construction operations or impacts from them.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 5

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. New Water line System piping must be ready for operation as approved by Contracting Officer before work is started on demolition of existing water line piping which would interfere with normal operation.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

(1) Pipe, valves and other appurtenances

c. The water system will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

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

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity 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. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide 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. See

SECTION 01 14 00 Page 1

Section 01 30 00.00 22 ADMINISTRATIVE REQUIREMENTS for base access information.

1.3.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, 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.

1.3.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period between 7 a.m.

and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.3.3 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. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied Buildings

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

The existing buildings and their contents must 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 buildings during the construction period.

Relocate movable furniture as required to perform the work, protect the furniture, and replace the furniture in its original locations upon completion of the work. Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

1.3.5 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 paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

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c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and fuels are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to four (4) hours. This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

Submit request for personnel and vehicle passes together. Include the Certificate of Insurance for Contractor and Subcontractor(s) with the submittal.

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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 information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices; G

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

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

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer.

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to

SECTION 01 20 00.00 20 Page 1 represent the final constructed facility and include all associated cost.

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

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

Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

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

1.4 CONTRACT MODIFICATIONS

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

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

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

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

b. The Estimate for Voucher/ Contract Performance Statement on NAVFAC Form 4330/54 furnished by the Government, showing in detail: the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract.

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

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

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

h. Monthy Work-hour report.

i. Materials on Site.

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1.5.2 Submission of Invoices

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

1.5.3 Final Invoice

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

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

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

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 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 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."

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1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, 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/prestressed 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. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

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SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

04/06

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

1.2 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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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 information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals View Location Map; G

Progress and Completion Pictures; G

Insurance; G

List of contact personnel; G

Supervision

Base Access Information

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or…