A.8.6_Am-0009_Seed_Project_P801.pdf

P801 LHD Practice Site Improvements, Ie Shima, Okinawa

00 90 01 – 1 (Am-0009)

SECTION 00 90 01 – TASK ORDER SPECIFIC PROVISIONS

1. GENERAL

All applicable provisions set-forth in the contract shall apply to this task order, except as supplemented by this section. The following revisions and/or requirements apply only to this specific task order.

2. TYPE OF TASK ORDER. The Government contemplates the issuance of a firm-fixed-price Design-Bid-Build (D-B-B) construction task order as a result of this Request For Proposal (RFP).

3. MAGNITUDE OF THE PROPOSED PROJECT. The estimated price range of this work is between ¥2,500,000,000 and ¥10,000,000,000 [FAR 36.204].

4. 52.211-14 Notice of Priority Rating for National Defense, Emergency Preparedness, and Energy Program Use (APR 2008)

Any contract awarded as a result of this solicitation will be [ ] DX rated order; [ X ] DO rated order certified for national defense, emergency preparedness, and energy program use under the Defense Priorities and Allocations System (DPAS) (15 CFR 700), and the Contractor will be required to follow all of the requirements of this regulation.

(End of provision)

5. SECTION 00 70 00 – CONDITIONS OF THE CONTRACT

All applicable clauses in Section 00 70 00 of the basic MATOC apply except as revised in this section.

a. 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 15 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 450 calendar days after the date the contractor receives the notice to proceed.

The time stated for completion shall include final cleanup of the premises.

(End of clause)

b. 52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000) j2ctcth9 Highlight

00 90 01 – 2

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of ¥153,531 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

c. 252.225-7044 BALANCE OF PAYMENTS PROGRAM –CONSTRUCTION

MATERIAL--BASIC (NOV 2014)

Not applicable for this task order.

d. 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall—

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

00 90 01 – 3

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

See Sheet G-002.

6. SECTION 00 73 00 – SUPPLEMENTARY CONDITIONS

Add Attachment, Appendix “C” Sketch of Site, attached to this task order.

7. SECTION 00 73 15.01 GOVERNMENT FIELD OFFICE

Add Section 00 73 15.01 attached to this task order.

8. DIVISION 1, GENERAL REQUIREMENTS – REVISIONS

Division 1 of the basic MATOC applies except as revised in this section.

a. SECTION 01 10 00.70 33 DESCRIPTION OF WORK (GENERAL)

No revisions.

b. SECTION 01 10 26.70 33 CONTRACT ADMINISTRATION DATA

Replace in its entirety with Section 01 10 26.70 33 attached to this task order.

c. SECTION 01 11 00.70 33 GENERAL CONTRACT REQUIREMENTS (ZUKERAN

RO)

d. SECTION 01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

Add Section 01 20 00.00 20 attached to this task order.

e. SECTION 01 32 01.00 10 PROJECT SCHEDULE j2ctcth9 Highlight j2ctcth9 Highlight

00 90 01 – 4

f. SECTION 01 32 16.00 20 SMALL PROJECT CONSTRUCTION SCHEDULE

g. SECTION 01 33 00.70 33 SUBMITTAL PROCEDURES

Add Submittal Register attached to this task order.

h. SECTION 01 33 29.00 20 SUSTAINABLE REQUIREMENTS

i. SECTION 01 35 26 GOVERNMENT SAFETY REQUIREMENTS

j. SECTION 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

Add Section 01 42 00 attached to this task order.

k. SECTION 01 45 00.00 10 QUALITY CONTROL

Replace in its entirety with Section 01 45 00.00 10 attached to this task order.

l. SECTION 01 45 00.10 10 USACE QUALITY CONTROL SYSTEM (QCS)

m. SECTION 01 45 00.10 20 QUALITY CONTROL (FOR MINOR CONSTRUCTION)

n. SECTION 01 45 35 SPECIAL INSPECTION FOR SEISMIC-RESISTING

SYSTEMS

Add Section 01 45 35 attached to this task order.

o. SECTION 01 56 00 ENVIRONMENTAL PROTECTION

Add Section 01 56 00 attached to this task order.

p. SECTION 01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight

00 90 01 – 5

Add Section 01 57 19.00 20 attached to this task order.

q. Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION

r. SECTION 01 62 35 RECYCLED / RECOVERED MATERIALS

Add Section 01 62 35 attached to this task order.

s. SECTION 01 74 19 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

Add Section 01 74 19 attached to this task order.

t. Section 01 78 00 CLOSEOUT SUBMITTALS

u. Section 01 78 23 OPERATION AND MAINTENANCE DATA

9. DIVISION 02 THRU 34 AND DRAWINGS

Technical specifications along with the drawings are attached and added as part of this task order.

j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight

SECTION 00 73 15.01

GOVERNMENT FIELD OFFICE

(06/11)

PART 1 GENERAL

1.1 General

The work covered by this section consists of furnishing all labor, materials, equipment, and services and performing all work required for or incidental to the items herein specified. No separate payment will be made for the construction and services required by this section, and all costs in connection therewith shall be included in the overall cost of the work unless specifically stated otherwise.

This specification does not establish the requirements for the contractors site facilities; the contractor is responsible for providing adequate site facilities for the use of their personnel in accordance with other contract terms and conditions.

1.2 Government Field Office

The contractor shall be responsible for providing an office for the sole use of government personnel, in a structure physically separated from the contractor’s site offices, and shall be maintained in good condition by the Contractor until completion of all work under this contract.

Facility shall be furnished at a location designated by the Contracting Officer, approved by the Contracting Officer, and available for use concurrent with availability of Contractor's site office or within 15 calendar days of Notice to Proceed, whichever occurs first.

1.2.1 Office

The Contractor shall provide the Government with an office with a minimum of 40 square meters in floor area, with windows and a door with lockset individually keyed with two keys, and one battery operated smoke detector in each room (contractor shall provide and replace batteries in each smoke detector at least twice yearly).

The walls and ceiling of the office shall be insulated. All windows shall be screened. The windows shall be openable and be securely fastened from the inside. Glass panels in windows shall be protected by bars or heavy mesh screens to prevent easy access to the building through these panels.

The office shall contain a minimum of eight (8) standard electrical outlets meeting local requirements and additionally provide for delivery of a minimum 3000 Watts.

The office shall contain an integral toilet facility with western-type (with a push-type flush button) toilet fixture (bowl) which shall hold water in it at all times and a wash basin. The toilet facility shall be supplied with liquid soap, toilet paper, and paper towels for daily use. Adequate quantity of these supplies shall be maintained on site and replaced as needed.

June 2014

The office shall contain and integral toilet facility with western-type (with a push-type flush button) toilet fixture (bowl) which shall hold water in it at all times and a wash basin. The toilet facility shall be supplied with liquid soap, toilet paper, and paper towels for daily use. Adequate quantity of these supplies shall be maintained on site and replaced as needed. Bathroom shall include a fully functional standing hot-cold shower.

(Am-0009) j2ctcth9 Highlight

SECTION 00 73 15.01 GOVERNMENT FIELD OFFICE (06/11)

The office facility shall contain a kitchenette type facility with a counter top/work area with a minimum surface area of 55cm (W) by 150 cm (L). A minimum of two electrical outlets (local current) shall be located adjacent to the counter top.

Hot water for all faucets shall be provided.

The office facility, including all furniture, equipment, and connections, will remain the property of the Contractor and, upon completion of work under this contract, shall be removed from the site by the Contractor and the site returned as nearly as practical to the original conditions.

1.2.2 Furniture and Supplies

The contractor shall furnish the office with the following equipment. All furnishing shall be new and manufactured by a recognized supplier of office equipment. All items shall be assembled, installed, and maintained by the contractor.

Two desks (minimum 80 cm x 150 cm) double pedestal with lockable drawers One Desk chair for each desk with arms, swivel tilt, hydraulic height-adjustable, medium back, fabric covered seat cushion, castored One conference table (minimum 120 cm x 250 cm), not less than six new arm-chairs, castored Three file cabinets, capable of holding US letter-size documents, with a minimum five drawers each Two bookcases with a minimum of five shelves each. Minimum dimensions are 120 cm (W) x 200 cm (H) x 30 cm (D).

A clock, wall hung, quartz, minimum 12” dial, battery powered.

Plan racks capable of holding two full-size set of contract plans.

Provide a dry-erase board with a minimum dimension of 1.5 m by 1.0 m.

Dry erase markers (minimum four different colors) shall be provided and replaced as depleted.

Microwave (minimum 0.028 cubic meter ) Refrigerator (minimum 0.70 cubic meter)

The contractor shall not be responsible for providing office supplies, including computers, copiers, or paper except as specifically identified in other specifications or the scope of work.

1.2.3 Lighting Requirements

The office facility shall include suitable electric lighting to meet the minimum lighting requirements (luminance) of Administrative areas as indicated in EM385-1-1

1.2.4 Heating/Cooling Requirements

The contractor shall be responsible for providing heating and cooling capable of maintaining an interior temperature of between 16° Celsius and 25° Celsius in all seasons.

Refrigerant (if applicable) shall be one of the fluorocarbon gases that has an Ozone Depletion Potential (ODP) of less than or equal to 0.05.

1.3 Utilities

The contractor shall provide connections to all utilities, including water, sewer, and electric mains. Exterior utilities shall be permanently installed and connected with existing utilities or generator. Exposed utilities shall be insulated to prevent freezing. Contractor shall ensure an adequate hot water supply is available such as through the use of water heaters. All utility connections shall be connected and disconnected in accordance with local codes and to the satisfaction of the Contracting Officer.

If electrical service is not available in the immediate vicinity the contractor may request, subject to approval of the Contracting Officer, the use of generator(s) to provide electrical service. If approved, the contractor shall be responsible for providing all fuel, maintenance, and other services necessary to maintain electrical service during all hours the contractor is on site.

1.3.1 Drinking Water

The contractor shall provide potable drinking water for the facility that meets or exceeds US Drinking Water standards.

http://water.epa.gov/drink/index.cfm

1.3.2 Telephone

The contractor shall provide telephone installation and connection to telephone service, including telephone equipment (phones), unless no telephone service is available within 10 km of the project site and installation of telephone utilities is not included in the scope of work of this contract.

The contractor shall be responsible for all connection and installation fees. Costs for telephone service, including basic or “monthly” service, and additional services, such as DSL, shall be the responsibility of the Government.

1.3.3 Data Connection

The contractor shall provide DSL connectivity at a minimum of 2 Mbps/512 Kbps ADSL with a fixed static IP address. All network cables designated for Corps offices will be ran back to the ADSL origination point.

1.4 Maintenance

The contractor shall provide all maintenance and janitorial services, to include emptying of trash at least twice a week and cleaning of the office, including the toilet facilities, weekly.

1.5 Security Requirements

The physical security of the Government personnel, their property, and their office shall be the responsibility of the Contractor throughout the duration of the contract.

If the project site is outside of the controlled area of an existing

Supply Room in Government Office

Provide high speed internet service including Specific Router, USACE appointed switching hub, network cables (3M~5M), and power strips for a maximum total of four

(4) laptop computers for the duration of the project.

A 9 square meter room with locking door will be provided in the Government office for storage of files and supplies.

(Am-0009) j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight military installation, the field office compounds for Government employees shall have 30 meters standoff from a fence enclosing the office and all parking or roads. Additional fencing, earth berms, concrete barriers, controlled access points and the like should be provided to limit access to the site and provide additional building standoff or security

1.6 RELOCATION

The Contractor shall locate the facility such that it will not require relocation to accommodate the sequence of construction.

-- End of Section --

P801 LHD PRACTICE SITE OKA001

OKINAWA, JAPAN

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.70 33 DESCRIPTION OF WORK (GENERAL)

01 10 26.70 33 CONTRACT ADMINISTRATION DATA

01 11 00.70 33 GENERAL CONTRACT REQUIREMENTS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00.70 33 SUBMITTAL PROCEDURES

01 33 29.00 20 SUSTAINABLE REQUIREMENTS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 45 35 SPECIAL INSPECTION FOR SEISMIC-RESISTING SYSTEMS

01 56 00 ENVIRONMENTAL PROTECTION

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

03 45 00 PRECAST ARCHITECTURAL CONCRETE

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER SOUND ATTENUATION BLANKET INSULATION

07 56 00 FLUID-APPLIED ROOFING SYSTEM

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

(Am-0009) j2ctcth9 Sticky Note Marked set by j2ctcth9

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08 11 16 ALUMINUM DOORS AND FRAMES

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 67 23.14 CHEMICAL RESISTIVE RESINOUS FLOORING

09 81 13 ACOUSTIC BOARD INSULATION

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE ARCHITECTURAL COATINGS/EXTERIOR FINISH

SYSTEM

09 97 13.00 40 STEEL COATINGS

DIVISION 11 - EQUIPMENT

11 81 29 PERSONAL FALL ARREST SYSTEM

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

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

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 23 00 REFRIGERANT PIPING

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

26 56 20.00 10 AIRFIELD AND HELIPORT LIGHTING AND VISUAL NAVIGATION AIDS

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 31 - EARTHWORK

AM#8 P801 LHD PRACTICE SITE

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31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 23 GRADED-CRUSHED AGGREGATE BASE COURSE (GCA)

32 12 10 BITUMINOUS TACK AND PRIME COATS

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

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY

PAVEMENTS

32 13 13.43 HIGH TEMPERATURE CONCRETE FOR AIRFIELDS WITH APPLIED

PAVEMENT TEMPERATURES OF 482 DEGREES C OR HIGHER TRAPROCK

AGGREGATES

32 17 24.00 10 PAVEMENT MARKINGS

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 - TRANSPORTATION

34 73 13 MOORING AND GROUNDING POINTS FOR AIRCRAFT

-- End of Project Table of Contents --

AM#5 P801 LHD PRACTICE SITE OKA001

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 26.70 33

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT ADMINISTRATION

3.1.1 Contracting Officer (KO)

3.1.2 Administrative Contracting Officer (ACO)

3.1.3 Contracting Officer's Representative (COR)

3.2 DESIGNATED BILLING OFFICE

3.3 PAYMENTS

3.3.1 General

3.3.2 Line Items

-- End of Section Table of Contents --

Section 01 10 26.70 33 Page 1

SECTION 01 10 26.70 33

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

Throughout the contract documents, wherever Contracting Officer is mentioned, an Administrative Contracting Officer and/or Contracting Officer's Representative performing duties within his/her delegated or designated authority is also implied.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 CONTRACT ADMINISTRATION

3.1.1 Contracting Officer (KO)

This contract will be administered by a Contracting Officer (KO) assigned to the U.S. Army Corps of Engineers, Japan District.

3.1.2 Administrative Contracting Officer (ACO)

In accordance with the USACE Acquisition Instructions (UAI) Section 1.602-1 (100), the Contracting Officer may delegate to an Administrative Contracting Officer (ACO) a part of the Contracting Officer's authority to modify the contract or to perform the contract administration functions under Federal Acquisition Regulation (FAR) Section 42.302. The KO will furnish any letter of delegation to an ACO for this contract to the Contractor. If the Contractor has any questions relating to the delegated authority of the ACO, he/she shall request clarification from the KO.

3.1.3 Contracting Officer's Representative (COR)

The Contracting Officer may designate one or more individuals as his/her authorized representatives in administering this contract. The KO will furnish any letter of designation of a COR(s)for this contract to the Contractor. The letter will specify the extent of the COR's authority to act on behalf of the Contracting Officer. A COR is not authorized, under any circumstances, to make any commitments or changes that will affect price, quality, quantity, delivery, or any other term or condition of the contract. If the Contractor has any questions relating to the delegated authority of the COR, he/she shall request clarification from the KO.

3.2 DESIGNATED BILLING OFFICE

The designated billing office for this contract is:

Resident Engineer, Okinawa Area Office U.S. Army Engineer District, Japan Unit 35132

APO AP 96376-5132

Section 01 10 26.70 33 Page 2

3.3 PAYMENTS

3.3.1 General

Compensation for all work performed under this contract will be made under a payment item listed in the Proposal Schedule. The principal features of the work to be included under the payment item are noted herein. Work required by the drawings and specifications and not particularly mentioned shall be included in and paid for under the contract price for the item to which the work applies. Prices and payments for the items shall cover all work, complete and finished in accordance with the drawings and specifications, and shall be full compensation for all work in connection therewith, including quality control and the cost of bond premiums.

3.3.2 Line Items

The items listed hereinafter are as stated in the Proposal Schedule:

BASE ITEM:

Item No. 0001 - Construct Landing Helicopter Deck(LHD), Portland concrete pavement, LHD deck marking, LHD deck lighting system, fiber optic tram lighting system, and electrical upgrades. Shall include all site preparation, excavation, site work and paving.

Item No. 0002 - Vertical Take-Off and Landing (VTOL) Pad, which includes specialized High Temperature Concrete and HTC Test sections. The VTOL pad is an integrated specialized concrete within the LHD.

Item No. 0003 - Construct Taxiway, Refuel Area and Fuel Containment Berms, complete. Shall include both portland concrete and AC pavements, drainage system, and apron marking and lighting. Refuel area to include parking area for support vehicles, 3 portland concrete containment berm cells.

Item No. 0004 - Construct Paved Safety Zones and All Access Road Upgrades, complete. Paving includes extending and paving a road from the apron to the existing paved road. It shall also include realigning an existing road along the safety zone. Shall include all site preparation, excavation, site work and paving.

Item No. 0005 - Construct LSO Control Tower, complete, shall include foundation, portland concrete structure, windowed cab, mechanical equipment and room, electrical equipment and room, Optical Landing System(OLS) mounting deck/structure, lighting, fire detection, sound reducing finishes. Information systems include basic telephone, computer network, security and fire alarm infrastructure. Built-in equipment includes the refurbishing and installation of an Optical Landing System(OLS) navigational aid.

Will be paid for at the contract price, including all construction work as required to construct Landing Helicopter Deck Practice Site Improvements Ie Shema Training Facility, Okinawa, Japan. The facility shall include, a LSO Control Tower, site preparation, site work including hydro-seeding, airfield paving, access roads, utilities and all necessary items for a complete working facility.

Base Stipulated Sum for entire work shall include all costs to include overhead, profit, taxes, bonds, insurance, test reports and records for site preparation, site work, paving, foundations, tower building, utilities and drainage system for a complete and usable facility.

Section 01 10 26.70 33 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

1.3.2 Schedule Instructions

1.3.3 Real Property Assets

1.3.4 Schedule Requirements for HVAC TAB

1.4 CONTRACT MODIFICATIONS

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

1.5.2 Submission of Invoices

1.5.3 Final Invoice

1.6 PAYMENTS TO THE CONTRACTOR

1.6.1 Obligation of Government Payments

1.6.2 Payment for Onsite and Offsite Materials

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

Section 01 20 00.00 20 Page 1

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

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

Section 01 20 00.00 20 Page 2

1.3.3 Real Property Assets

The Contractor shall 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 AM#5...government will assist...AM#5.

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.

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 08 00.00 10 COMMISIONING OF HVAC SYSTEMS shall be broken down in the Schedule of Prices and in the Construction Progress Documentation by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data shall be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government.

The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these

Section 01 20 00.00 20 Page 3 tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. This data shall be compiled into a report and submitted to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

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 a USACE Form furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form shall include certification by Quality Control (QC) Manager as required by the contract.

b. Not Used

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.

1.5.2 Submission of Invoices

If NFAS Clause 5252.232-9301 is included in the contract, the documents listed in paragraph "CONTENT OF INVOICE" shall be provided in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction it shall be provided as instructed by the Contracting Officer.

Section 01 20 00.00 20 Page 4

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/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

Section 01 20 00.00 20 Page 5 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. Not Used

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

Section 01 20 00.00 20 Page 6

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P801 LHD PRACTICE SITE

01 32 01.00 10 SD-01 Preconstruction Submittals

3.4 GProject Schedule

01 33 00.70 33 SD-01 Preconstruction Submittals

1.8 GSubmittal Register

G AAccident Prevention Plan (APP) G AActivity Hazard Analysis (AHA) G ACrane Critical Lift Plan G AProof of qualification for Crane

Operators 01 35 26 SD-01 Preconstruction Submittals

1.6 GAccident Prevention Plan (APP)

1.7 GActivity Hazard Analysis (AHA)

1.6.1 GCrane Critical Lift Plan

1.5.1.2 GCrane Operators

SD-06 Test Reports 1.11Notifications and Reports 1.11.2Accident Reports 1.11.3Crane Reports

SD-07 Certificates 1.8Confined Space Entry Permit 1.8Hot work permit 1.13License Certificates

01 45 35 SD-07 Certificates

1.5 GSpecial Inspector

1.4 GQuality Control Plan

01 50 00 SD-01 Preconstruction Submittals

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

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01 50 00 1.4 GConstruction site plan

3.3.1 GTraffic control plan

SD-06 Test Reports

2.2.5 GBackflow Preventer Tests

SD-07 Certificates

1.5.1 GBackflow Tester

01 56 00 SD-01 Preconstruction Submittals

3.1.4.7 Gqualified/ licensed archaeologist

3.2.1 GEnvironmental Protection Plan

3.1.4.2site specific storm water pollution prevention plan (SWPPP) 3.1.4.2grading plan 3.1.4.2Waste Water Management Plan 3.1.4.5Solid Waste Management Plan

(SWMP)

3.1.4.6Site-specific Spill Contingency

Plan (SSCP) 3.1.4.10Asbestos Sampling and Analysis

Plan 3.1.4.10Asbestos Abatement & Disposal

Plan 3.1.4.10Asbestos Accident Prevention

Plan 3.1.4.10Accident Prevention Plan (APP)

01 57 19.00 20 SD-01 Preconstruction Submittals

1.5.1 GPreconstruction Survey

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01 57 19.00 20 3.4 GSolid Waste Management Plan and Permit

1.5.2 GRegulatory Notifications

3.1 GEnvironmental Management Plan

3.2.2.1 GStorm Water Pollution Prevention

Plan 3.14.1Dirt and Dust Control Plan

3.6 GContractor Hazardous Material

Inventory Log SD-06 Test Reports

3.2.2Erosion and Sediment Control Inspection Reports

3.4.1 GSolid Waste Management Report

3.15.2Disposal Requirements

SD-11 Closeout Submittals

3.2.2.2 GStorm Water Pollution Prevention

Plan compliance notebook 3.5Waste Determination

Documentation 3.6.1Disposal Documentation for

Hazardous and Regulated Waste 1.5.5Contractor 40 CFR Employee

Training Records 3.4Solid Waste Management Permit 3.4.1Solid Waste Management Report

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01 57 19.00 20 3.6 GContractor Hazardous Material Inventory Log

3.13.2Hazardous Waste/Debris Management

1.5.2Regulatory Notifications 01 57 20.00 10 SD-01 Preconstruction Submittals

1.7 GEnvironmental Protection Plan

01 74 19 SD-01 Preconstruction Submittals

1.5 GWaste Management Plan

SD-11 Closeout Submittals

1.6Records 01 78 00 SD-03 Product Data

1.3.2As-Built Record of Equipment and Materials

1.7.1Warranty Management Plan 1.7.5Warranty Tags 1.10Final Cleaning 1.4Spare Parts Data

SD-08 Manufacturer’s Instructions 1.5Preventative Maintenance 1.5Condition Monitoring (Predictive

Testing) 1.5Inspection 1.7.1Instructions

SD-10 Operation and Maintenance Data

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01 78 00 1.9Operation and Maintenance Manuals

SD-11 Closeout Submittals 1.3.1Record Drawings

1.6 GCertification of EPA Designated

Items

1.11 GInterim Form DD1354

1.11 GChecklist for Form DD1354

02 41 00 SD-01 Preconstruction Submittals 1.9Existing Conditions

SD-07 Certificates

1.2.1 GDemolition Plan

1.6 GNotification

03 11 13.00 10 SD-02 Shop Drawings

3.1.1 GFormwork

SD-03 Product Data 1.2Design 2.1Form Materials 2.1.7Form Releasing Agents

SD-04 Samples

1.4 GSample Panels

SD-06 Test Reports 3.5Inspection

3.4.1 GFormwork Not Supporting Weight

of Concrete 03 15 00.00 10 SD-02 Shop Drawings

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03 15 00.00 10 2.4 GWaterstops SD-03 Product Data

2.2Preformed Expansion Joint Filler 2.3Sealant 2.4Waterstops

SD-04 Samples 2.3.2Lubricant for Preformed

Compression Seals 2.3.3Field-Molded Type 2.4.1Non-metallic Materials 2.4Waterstops

SD-07 Certificates 2.2Preformed Expansion Joint Filler 2.3Sealant 2.4Waterstops

03 20 00.00 10 SD-02 Shop Drawings

3.1 GReinforcement

SD-03 Product Data 1.3.1Welding

SD-07 Certificates 2.3Reinforcing Steel 1.3.2Qualification of Steel Bar

Butt-Splicers 03 30 00.00 10 SD-03 Product Data

1.5Portland Cement 2.1Portland Cement

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03 30 00.00 10 3.2.1Ready-Mixed Concrete 2.11Vapor Barrier 2.7Latex Bonding Agent 1.5.6Floor Finish 2.3Chemical Admixtures 2.8Epoxy Resin

SD-04 Samples 2.3.5Surface Retarder

SD-05 Design Data

1.5.1 GMixture Proportions

SD-06 Test Reports

3.9 GTesting and Inspection for CQC

SD-07 Certificates 1.6Qualifications

03 35 00.00 10 SD-04 Samples 1.3.1Field Test Panels 1.3.1.1Sample Wall Panels 1.3.1.2Slab Panels

03 39 00.00 10 SD-06 Test Reports

3.2 GTesting and Inspection for CQC

03 45 00 SD-02 Shop Drawings

1.11.1 Gwall panel

2.5.16 Gwall panel

SD-03 Product Data

2.4 GCast-in embedded items and

connectors

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03 45 00 2.4.4 GConnection devices SD-04 Samples

2.5.7finishing SD-05 Design Data

1.11.2 Gdesign calculations

2.2.1 GContractor-furnished mix design

2.5.9repair of surface defects

1.11.3 Gconnection and embedment

design calculations SD-06 Test Reports

3.16.1.2 GStrength tests

SD-07 Certificates

1.4Manufacturer's Qualifications SD-08 Manufacturer’s Instructions

3.3Installation 3.15Cleaning

SD-11 Closeout Submittals 1.11.5batch ticket information 1.5.5Calculations 1.5.6Mix Design 1.4Precast Concrete Manufacturer 1.9Wall-panel Installer 1.10.2Concrete 1.10.2Exposed-to-View Concrete 1.10.3Slump 1.10.3Air Content

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03 45 00 1.10.3Compressive Strength 1.11.6Pre-Installation Meeting 1.12Tolerances 2.3.15Portland Cement 2.3.15Exposed-to-View Finished

Surfaces 2.3.17Air-Entrained Admixtures 2.5.16Finish Aggregate 2.6Gasket 2.7Miscellaneous Architectural

Precast Concrete Systems 3.4Erection

05 05 23.16 SD-01 Preconstruction Submittals 3.2Welding Quality Assurance Plan

SD-03 Product Data

1.3 GWelding Procedure Qualifications

1.3.5Welder, Welding Operator, and

Tacker Qualification 1.3.6Inspector Qualification 1.3.2Previous Qualifications 1.3.3Pre-qualified Procedures 2.2Welding Electrodes and Rods

SD-06 Test Reports 3.3Nondestructive Testing

SD-07 Certificates

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05 05 23.16 1.3.1Certified Welding Procedure Specifications (WPS)

1.3.1Certified Brazing Procedure Specifications (BPS)

1.3.1Certified Procedure Qualification Records (PQR)

1.3.1Certified Welder Performance Qualifications (WPQ)

1.3.1Certified Brazer Performance Qualifications (BPQ)

05 12 00 SD-01 Preconstruction Submittals 1.4.1.1Erection Drawings

SD-02 Shop Drawings

1.4.2 GFabrication drawings

SD-03 Product Data 2.6.2Shop primer 2.4.1Welding electrodes and rods 2.4.2Non-Shrink Grout 2.3.3Tension control bolts

SD-06 Test Reports 2.6.2Class B coating 2.3Bolts, nuts, and washers

SD-07 Certificates 2.2Steel 2.3Bolts, nuts, and washers 2.5Galvanizing

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05 12 00 1.4.3.1Welding procedures and qualifications

05 50 13 SD-02 Shop Drawings 2.3Access doors and panels 2.6Cover plates and frames 2.8angles and plates

SD-03 Product Data 2.3Access doors and panels 2.6Cover plates and frames 2.4Control-joint covers

SD-04 Samples 2.4Control-joint covers

05 51 33 SD-02 Shop Drawings 2.3Ladders

SD-03 Product Data 2.3Ladders

05 52 00 SD-02 Shop Drawings 1.2.1Fabrication Drawings

SD-03 Product Data 2.3Structural Steel Plates,…