Part_B_-_Navy_Lodge_-_Revd_Final_Specification.pdf

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NAVY LODGE EXPANSION JOB ORDER #1335923

NAVAL AIR STATION ROTA, SPAIN

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 30 00 ADMINISTRATIVE REQUIREMENTS

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

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REQUIREMENTS

01 35 13.05 20 SPECIAL PROCEDURES FOR NAVY LODGE SAMPLE MODEL ROOM

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.00 40 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 33 00 CAST-IN-PLACE ARCHITECTURAL CONCRETE

03 41 33 PRECAST STRUCTURAL PRETENSIONED CONCRETE

03 52 00 LIGHTWEIGHT CONCRETE ROOF INSULATION

DIVISION 04 - MASONRY

04 20 00 MASONRY

04 40 50 ARTIFICIAL STONE WORK

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

PROJECT TABLE OF CONTENTS Page 1

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD INSULATION AND AIR BARRIER

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF INSULATION AND AIR BARRIER

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 32 13 CLAY ROOF TILES AND AIR BARRIER

07 42 13 METAL SOFFIT PANELS

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 32 13 ALUMINUM SLIDING GLASS DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 22 36 LATH

09 23 00 GYPSUM PLASTERING

09 24 23 STUCCO

09 26 00 VENEER PLASTER

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 31 13 THIN VENEER PORCELAIN TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 72 00 DIGITAL VINYL WALLCOVERINGS

09 90 00 PAINTS AND COATINGS

09 97 23.13 INTERIOR LINING FOR CONCRETE STORAGE TANKS (FOR PETROLEUM

FUELS)

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 14 01 EXTERIOR SIGNAGE

10 22 43 SLIDING PANEL PARTITIONS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS AND CABINETS

10 51 13 METAL LOCKERS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 11 - EQUIPMENT

11 23 01 COMMERCIAL LAUNDRY EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

11 41 11 REFRIGERATED AND FROZEN FOOD STORAGE EQUIPMENT

11 68 13 PLAYGROUND EQUIPMENT

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 13 - SPECIAL CONSTRUCTION

13 11 13 POOL EQUIPMENT - BID OPTION

DIVISION 14 - CONVEYING EQUIPMENT

14 21 00.00 20 ELECTRIC TRACTION ELEVATORS

14 91 33 LINEN CHUTE

DIVISION 21 - FIRE SUPPRESSION

21 12 00 STANDPIPE SYSTEMS

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

22 33 30.00 10 SOLAR WATER HEATING EQUIPMENT

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 27 14.00 20 ELECTRICITY METERING

26 32 13.00 20 SINGLE OPERATION GENERATOR SETS

26 36 23.00 20 AUTOMATIC TRANSFER SWITCHES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

PROJECT TABLE OF CONTENTS Page 3

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 54 00.00 20 COMMUNITY ANTENNA TELEVISION (CATV) SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 15 CONCRETE BLOCK PAVEMENTS

32 17 23.00 20 PAVEMENT MARKINGS

32 18 16.13 PLAYGROUND PROTECTIVE SURFACING

32 31 19 ORNAMENTAL IRON FENCING

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 58 00 LEAK DETECTION FOR FUELING SYSTEMS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

DOCUMENT 00 22 13.00 20

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

02/14

PART 1 GENERAL

1.1 CONTRACT LINE ITEMS

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

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

CLIN 0001 - BASE PRICE. Price includes the following:

CLIN 0001AA. Price for the entire work complete to the 1.5 meter line outside of the building, in accordance with the drawings and specifications, but excluding work described in Contract Line Item (CLIN) 0001AC, and 0002.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0001AA

0001AA Building $__________

CLIN 0001AB. Price for the entire project Site Work, outside the facility's 1.5 meter line, complete in accordance with the drawings and specifications but excluding work described in CLIN 0001AA, and 0002.

CLIN DESCRIPTION TOTAL PRICE FOR 0001AC

0001AC Site Work $__________

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

Price for providing all work in connection with Swimming Pool, Splash Pool and Pump House, complete in accordance with the drawings and specifications.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0002 Swimming Pool, Splash Pool and Pump House

1.2 GENERAL BID NOTES

a. Award will be made on the total sum of Contract Line Items 0001AA and

DOCUMENT 00 22 13.00 20 Page 1

0001AB.

b. The Government reserves the unilateral right to award CLIN 0002, and CLIN 0003 to the Contractor at the proposed price within 365 calendar days after the contract award. A firm fixed proposed price is required for CLIN 0001, CLIN 0002. No provision is made for economic price adjustment. If Options are exercised, the contract completion date remains unchanged.

c. 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).

d. 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 significantly less than cost for some work and prices which are significantly overstated for other work.

e. If CLIN 0002 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 2

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 Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29SUSTAINABILITY REQUIREMENTS.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Contractor personnel identification; G

1.2 COOPERATION WITH OTHER CONTRACTORS

Attention is invited to the fact that other contractors may be engaged in similar and 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

DOCUMENT 00 73 04 Page 1 of explaining the work operations and receiving instructions in the English language. The Contracting Officer shall have the right to 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 USA Manufactured Products Specified Using USA Standards

There are products to be provided in this contract that are not readily available locally and must be manufactured in the United States of America (USA) and in compliance with USA standards. Products manufactured in another country are considered USA manufactured, if the manufacturers or suppliers are under license by USA manufacturers and the products meet the same applicable specifications and standards. The products are specified in the technical sections listed below:

1.14.3 Consignment, Marking, and Customs Clearance

In order for the Contractor to be exempt from paying duty on material or

DOCUMENT 00 73 04 Page 3 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.

1.14.4 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) FOR SPAIN

Final Governing Standards (FGS) for environmental protection at DOD installations and facilities in Spain went into effect October 2013.

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 October 2013 and local language November 2002 versions) may be reviewed at the NAVFAC NS Rota, Spain 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

DOCUMENT 00 73 04 Page 4

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 work display, such identification as may be approved and directed by the Contracting Officer.

All prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee and/or for termination or completion of contract.

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.

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 thereunder, 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

DOCUMENT 00 73 04 Page 5 first undergo a security inspection.

1.18.6 Vehicle List

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

08/11

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.

ASTM INTERNATIONAL (ASTM)

ASTM E2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

Energy Star (1992; R 2006) Energy Star Energy Efficiency Labeling System (FEMP)

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED NC (2009) Leadership in Energy and Environmental Design(tm) New Construction Rating System

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in ASTM E2114, Section 01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS, and as specified.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.

c. "Operational performance" is the functional behavior of the building as a whole or of the building components.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

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. An "S" following a submittal item indicates that the submittal

SECTION 01 11 00 Page 1 is required for the Sustainability Notebook to fulfill federally mandated sustainable requirements in accordance with 01 33 29 SUSTAINABILITY REQUIREMENTS. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Request; G

Utility Connection Request; G

Excavation Permit; G

Welding Permit; G

SD-07 Certificates

Energy Performance Rating

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The work includes constructing a 6213 SM (66,840 SF) four-story, 50 room expansion to the existing Navy Lodge. The facility will be constructed with a concrete spread footing foundation, structural concrete slab on grade, cast-in-place concrete walls and clay tile and modified bitumen roofing. The project includes demolition of eight tennis courts and a small club house, constructing a new parking lot providing 72 parking spaces, pedestrian sidewalks, extensive site features, and site utilities. Grading and storm water management controls will be implemented as required. A grass paver fire lane will extend around the entire site to facilitate fire truck access. A pool, splash pool, pump house and playground will be included as bid options. And incidental related work.

1.4.2 Location

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

1.5 PROJECT ENVIRONMENTAL GOALS

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

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

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

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

SECTION 01 11 00 Page 2

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

Consider the durability, maintainability, and flexibility of building systems.

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

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

1.5.1 Independent Verification

1.5.1.1 US Green Building Council (USGBC) - LEED(tm) Rating System

Provide completed project in compliance with USGBC LEED-NC(tm) v3 ( LEED NC ), level silver requirements.

1.5.1.2 EPA Energy Performance Rating

Provide work consistent with drawings in order to meet Energy Star in accordance with design.

1.6 OCCUPANCY OF PREMISES

The existing adjacent Navy Lodge buildings will be occupied during performance of work under this Contract.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of the site.

1.7 ON SITE PERMITS

1.7.1 Utility Outage Request and Utility Connection Request

Notify the Contracting Officer at least 15 days prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed. But indicated in locations to be transversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

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

SECTION 01 11 00 Page 3 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.

1.7.2 Excavation Permit and Welding Permit

Submit Excavation and Welding Permits 45 calendar days prior to work.

Permits shall be posted at a conspicuous location in the construction area.

1.8 LOCATION OF UNDERGROUND UTILITIES

Obtain NAVSTA Rota Excavation/Digging Permits prior to start of excavation by contacting the Contracting Officer 45 calendar days in advance. All underground utilities in the work area must be positively identified by Contractor's utility locating service and coordinated with Station Utility Departments.

Color Code for Utility Marking:

RED: Electric Power Lines, Cables, Conduit and Lighting Cables BLUE: Potable Water GREEN: Sewers and Drain Lines YELLOW: Oil, Steam, Gas, Petroleum or Gaseous Materials ORANGE: Communication, Alarm or Signal Lines, Cables or Conduit WHITE: Proposed Excavation PINK: Temporary Survey Marking PURPLE: Reclaimed Water, Irrigation, Chilled Water and Slurry Lines

Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities or utilities encased are discovered. The Contractor must physically verify all underground utility locations by hand digging using wood or fiberglass handled tools prior to commencement of excavation work. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated 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.

1.8.1 Notification Prior to Excavation

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. The existing Navy Lodge 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.

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

c. 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.

The following conditions apply:

(1) A minimum of 7 days notice is required prior to start working.

(2) Temporary fencing and safety barriers shall be installed and approved by Contracting Officer before work is started on removals or demolitions.

(3) Do not stock excavated material. Excavated material shall be removed continuously and disposed of by the contractor at the contractor's expense.

(4) Parking in the area is limited. Contractor and employees shall park where designated by the Contracting Officer. Designated parking area will be within one kilometer of the project site.

(5) Notify the Contracting Officer 48 hours prior to starting any excavation work. The Contractor is responsible for scanning the area for unmarked utilities.

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with the sample room. Identify on the construction schedule the anticipated date for review and approval of the sample room. Plumbing, mechanical, electrical, IT, TV and other outlets and connections, as well as windows may not commence in the rooms until Level 1 completion in the model is approved. Finish work, including fixtures, wall and floor finishes, cabinets and shelving may not commence in the rooms until Level 2 completion in the model is approved. Refer to Section 01 35 13.05 20 SPECIAL PROCEDURES FOR NAVY LODGE SAMPLE ROOM. Project Milestones identifying these completions and approvals shall be included in the construction schedule as defined in Section 01 32

17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS).

SECTION 01 14 00 Page 1

1.1.1 Contractor's Laydown Areas

The exact locations shall be determined by the Contracting Officer. The laydown area has no utilities provided.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Station Regulations

Ensure that Contractor personnel employed on the Station become familiar with and obey Station 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.

1.2.1.1 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.

1.2.1.2 No Smoking Policy

Smoking is prohibited on the job site.

1.2.2 Working Hours

The Contractor will be required to perform all work during regular working hours unless specific authority is granted by the Contracting Officer to deviate. The regular working hours are 08:30 a.m. to 17:30 p.m., Monday through Friday. During Summer months morning hours may begin at 07:30 a.m.

1.2.3 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.

1.2.4 Existing Occupied Buildings

The Contractor shall be working around existing lodging 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 area during the construction period.

SECTION 01 14 00 Page 2

Maintain access and utilities to existing lodging building to remain.

1.2.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions during normal working hours whenever possible. Conform to procedures required in the paragraph "Work Outside Regular Hours." Work shall be scheduled to hold outages to a minimum. 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.

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, and fire alarm are considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

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.

1.3 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," apply.

1.4 WORK STOPPAGE

The contractor shall factor into the schedule a total of 40 hours of work stoppage throughout the life of the contract. The frequency of the stoppages are completely random, but do occur on occasion when mandated by Base leadership in advance of special events.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 3

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 use of "NX" following a submittal indicates that Navy Exchange Service Command (NEXCOM)/Navy Lodge Program's Authorized Representative must also approve the submittal prior to it being considered fully approved. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29SUSTAINABILITY REQUIREMENTS. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices; G, NX

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

This contract requires the use of a Schedule of Prices. The information required for the Schedule of Prices will be entered as an integral part of the construction contract. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) on the forms furnished by the Government. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. The schedule of prices shall also include the Spanish format used in determining pricing. The schedule shall include but not be limited to an itemized detailed description of the unitary, auxiliary and unit by unit price breakdown for each work item. Each work item shall be fully described including task to be performed, method to be used, materials, and auxiliary means required. The format shall be the same as that used to develop quantities and pricing (mediciones y presupuesto) commonly used in projects in Spain for cost development. Descriptions shall be in Spanish and in the standard format commonly used for projects in the Kingdom of Spain.

SECTION 01 20 00.00 20 Page 1

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. Identify the cost for site work, and include incidental work to the 1.5 m line. Identify costs for the building(s), and include work out to the 1.5 m line. Work out to the

1.5 m line shall include construction encompassed within a theoretical line

1.5 m from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 1.5 m line.

1.3.3 Real Property Assets

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

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

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

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

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

1.4 CONTRACT MODIFICATIONS

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

1.5 CONTRACTOR'S INVOICE

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

SECTION 01 20 00.00 20 Page 2

b. Contractor's Monthly Estimate for Voucher (LANTNAVFACENGCOM Form 4-4330/110 (New 7/84)), with subcontractor and supplier payment certification.

c. Updated Project Schedule and reports required by the contract. Furnish as specified in "FAR 52.236-15, Schedules for Construction Contracts."

d. Contractor Safety Self Evaluation Checklist as addressed in section

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS..

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.

1.5.2 Draft Monthly Invoices

Monthly invoice drafts are to be reviewed by the government together with the contractor before the contractor provides the official invoice form and supporting documentation.

1.5.3 Quantities of Monthly Invoices and Supporting Forms

Forms will be furnished by the Contracting Officer. Requests for payment shall be processed in accordance with "FAR 52.232-5, Payments under Fixed-Price Construction Contracts." 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 (e.g., 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) in the following quantities:

a. Contractor's invoice - Original and three copies

b. Contractor's monthly estimate for voucher - Original and one copy shall be required on jobs where there is a schedule of prices

c. Updated submittal register - One copy

d. Progress schedule - One copy

e. Contractor Monthly Safety Self Evaluation Checklist (original) addressed in section 01 35 26 Governmental Safety Requirements.

Invoices received after 14:00 on Thursday of each week will be clocked in the first workday of the following week.

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.

SECTION 01 20 00.00 20 Page 3

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/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."

1.6.2 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. Store location of materials to be considered for progress payments prior to installation are subject to written approval by the Contracting Officer.

SECTION 01 20 00.00 20 Page 4

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00.00 20 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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 Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29SUSTAINABILITY REQUIREMENTS.

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

1.2 VIEW LOCATION MAP

Submit to the Contracting Officer, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit a view location sketch indicating points of view. Submit with the monthly invoice two sets of digital photographs each set on a separate CD-R, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.