W912HV-16-B-0002-Am0006_Revised_Specifications.pdf

W912HV-16-B-0002

FY15 DODEA MILCON PA00017 Replace Killin Elementary School, Camp Foster, Okinaw a, Japan

SECTION 00 10 00, SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

SECTION 00 21 00, INSTRUCTION TO BIDDERS

SECTION 00 45 00, REPRESENTATIONS AND CERTIFICATIONS

SECTION 00 70 00, CONDITIONS OF THE CONTRACT

SECTION 00 73 00, SUPPLEMENTARY CONDITIONS

SPECIFICATIONS

DRAWINGS

NOTES:

a. See DELIVERY OF BIDS/OFFERS. Hand-carried bids/proposals shall be delivered to Room 147, as indicated in Block 8.

b. The Bidder is required to compete and return this form (Standard Form 1442), Section 00 10 00, and 00 45 00 in paper form.

X

JIRO MIYAIRI 046-407-8837

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

15-Jul-2016

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________1406 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________13 Dec 2016 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______120 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

CONTRACTING DIVISION

USACE-JAPAN DISTRICT

RM 147, BLDG. 250

CAMP ZAMA

ZAMA-CITY, KANAGAWA 252-8511

JAPAN

W912HV

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

046-253-8749FAX:TEL: 046-252-0994 TEL: FAX:

(Am-0006)

SECTION 00 10 00

SUPPLIES OR SERVICES AND PRICE/COSTS

BIDDING SCHEDULE

REPLACE KILLIN ELEMENTARY SCHOOL

CAMP FOSTER, OKINAWA, JAPAN

Item No. Description Quantity Unit

Unit Price Amount

0001 Replace/Renovate E. C. Killin Elementary School, Camp Foster, Okinawa, Japan

0001AA All the work except for the separately identified 0001AB through 0001AD.

1 JB ¥______________

0001AB 1000 mm diameter cement – soil columns at 7 meters

1,990 LM ¥________ ¥______________

0001AC 1200 mm diameter cement – soil columns at 7 meters

425 LM ¥________ ¥______________

0001AD Load Test 1 JB ¥______________

0002 Demolition of Existing E.C. Killin Elementary School

1 JB ¥______________

TOTAL BASE SCHEDULE (Item No. 0001 thru 0002) ¥______________

OPTION ITEMS

0003 Canopies (excluding portion of Main Entrance)

0003AA All the work except for the separately identified 0003AB through 0003AC

1 JB ¥______________

0003AB 1200 mm diameter cement – soil columns at 7 meters

510 LM ¥________ ¥______________

0003AC Load Test 1 JB ¥______________

0004 Selected Landscape/Hardscape Areas #1 1 JB ¥______________

0005 Selected Landscape/Hardscape Areas #2 1 JB ¥______________

0006 Season TWO Commissioning 1 JB ¥______________

0007 Permanent Access Road 1 JB ¥______________

TOTAL OPTION ITEMS (Item No. 0003 thru 0007) ¥______________

TOTAL BIDDING SCHEDULE (ITEM NO. 0001 thru 0007) ¥__________________

W912HV-16-B-0002

(Am-0006)

Notes:

1. Failure of the bidder to bid prices for all line items in the Bidding Schedule may be cause for rejection of the bid as nonresponsive.

2. Any reference to "bid," "bidder," or "bidding schedule" shall be construed to mean "offer," "offeror," and "proposal schedule," respectively.

3. The Government reserves the right to exercise the Option items within one hundred twenty

(120) calendar days after award of the Base Schedule item in the quantity (for CLIN 0003AA, 0003AC, 0004, 0005, 0006 and 0007), the estimated quantity (for CLIN 0003AB) and at the prices stated in the bid schedule

4. Only CLIN 0001AB, 0001AC and 0003AB are subject to FAR 52.211-18, Variation in Estimated Quantity.

5. See Section 01 10 26.70 33, Subparagraph 3.3.2 for additional line item description.

6. See Section 01 01 50, PHASING OF WORK for phasing requirements.

7. LEGEND: JB = Job LM = Lineal Meter

W912HV-16-B-0002

(Am-0006)

Section 00 70 00 - Conditions Of The Contract

CLAUSES INCORPORATED BY REFERENCE

52.202-1 Definitions NOV 2013 52.203-3 Gratuities APR 1984 52.203-5 Covenant Against Contingent Fees MAY 2014 52.203-7 Anti-Kickback Procedures MAY 2014 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity

MAY 2014

52.203-10 Price Or Fee Adjustment For Illegal Or Improper Activity

MAY 2014

52.203-12 Limitation On Payments To Influence Certain Federal Transactions

OCT 2010

52.203-17 Contractor Employee Whistleblower Rights and Requirement To Inform Employees of Whistleblower Rights

APR 2014

52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper

MAY 2011

52.204-9 Personal Identity Verification of Contractor Personnel

JAN 2011

52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards

OCT 2015

52.204-13 System for Award Management Maintenance JUL 2013 52.204-18 Commercial and Government Entity Code

Maintenance

JUL 2015

52.204-19 Incorporation by Reference of Representations and Certifications.

DEC 2014

52.209-6 Protecting the Government's Interest When Subcontracting With Contractors Debarred, Suspended, or Proposed for Debarment

OCT 2015

52.209-9 Updates of Publicly Available Information Regarding Responsibility Matters

JUL 2013

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.210-1 Market Research APR 2011 52.211-13 Time Extensions SEP 2000 52.211-18 Variation In Estimated Quantity APR 1984 52.214-26 Audit and Records--Sealed Bidding OCT 2010 52.214-27 Price Reduction for Defective Certified Cost or

Pricing Data - Modifications - Sealed Bidding

AUG 2011

52.214-28 Subcontracting Certified Cost Or Pricing Data-- Modifications--Sealed Bidding

OCT 2010

52.222-50 Combating Trafficking in Persons MAR 2015 52.223-2 Affirmative Procurement of Biobased Products

Under Service and Construction Contracts

SEP 2013

W912HV-16-B-0002

(Am-0006) present a danger. result of the investigation will be furnished in verbal or written form to the Contracting Officer's Representative as soon as practicable.

Complete and submit PODWP 134 Typhoon Damage Report for storm damages or negative report of damage to Emergency Management, Construction Division, and Safety Office.

All Clear The storm is over and not forecast to return, and recovery efforts are complete.

Resume normal activities

9. COORDINATION OF GOVERNMENT PROPERTY.

a. The Contractor shall submit, as necessary, to the Government, within thirty (30) calendar days after date of receipt of the written approval from the Government to commence Phase II of the project per specification section 01 01 50:

(1) An itemized list of Government property, if any, to be salvaged (GSP) with anticipated dates this property will be turned over to the Government by the Contractor.

(2) An itemized list of Government-Furnished Property (GFP), if any, with dates this property is anticipated to be required by the Contractor.

b. The above lists will be used by the Government for scheduling purposes. (If changes to the lists are made following initial submittal, these changes shall be made in writing and provided to the Government.)

10. ASBESTOS PROHIBITION & CERTIFICATION.

a. Materials or products containing more than one-tenth of one percent (0.1%) by total weight, of the material or product, of asbestos shall not be used in this project. The Contracting Officer, at any time prior to acceptance of the work, or during the period designated for warranty of the work, if any, may reject materials and products that contain asbestos in excess of one-tenth of one percent by weight, and direct the removal of such materials and products from the jobsite, at the sole expense of the contractor, and without additional time granted for performance of the work. After completion of this contract, if asbestos (exceeding 0.1% by weight) is discovered in the products or materials (excluding items permitted by the exception) installed by the contractor, the Government reserves the right to direct the Contractor to perform asbestos abatement and restoration work, as required, at the Contractor’s sole cost. Asbestos abatement work (removal and disposal of asbestos-containing materials and products) shall be accomplished in accordance with currently applicable United States Government standards for such work.

W912HV-16-B-0002

(Am-0006)

15SF0002FY15 PA00017 Replace Killin Elementary School Camp Foster, Japan

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 01 50

PHASING OF WORK

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

1.1.1 Phase I, (From Contract Notice to Proceed) Phases IA and IB.

1.1.2 [Enter Appropriate Subpart Title Here]

1.1.3 Phase II: (Demolition and site construction; Start after completion of Phases IA and IB for 360 calendar days)

1.1.4 Phase III, (Demolition of Temporary Conditions)

1.2 SUBMITTALS

1.3 PHASING OF CONSTRUCTION WORK PLAN

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 01 50 Page 1 (Am-0006)

SECTION 01 01 50

PHASING OF WORK

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

Refer to drawing sheets GC-100 and GC-101 for Phasing Plans and notes.

The work of Phase IA and Phase IB shall be accomplished prior to the occupation of the new school and commencement of Phase II. The Contractor may perform additional construction activities concurrently and/or sequentially if the activities do not interfere with the phasing requirement and if approval is obtained in writing from the Contracting Officer prior to the commencement of the additional work. The Contractor shall completely vacate each area upon completion of the durations indicated below. Access and haul routes are not defined on the drawings.

Points of access to the site are defined on the drawings. Full coordination with the base will be required for entrances as indicated in each phase. All dates listed are approximate and may fluctuate by as much as two weeks or more. Actual dates shall be coordinated with the Contractor Officer's Representative.

1.1.1 Phase I, (From Contract Notice to Proceed) includes both Phases IA and IB for a total duration of 884 calendar days and must be completed no later than 15 August 2019 .

TPhase IA shall include the preparation of the site and the construction of the new school for a total duration of 821 days from the Contract Notice to Proceed. Coordination of demolition and reconnect is to be done with the Contractor Officer's Representative .

a. Construction of new temporary controlled perimeter fence in order to create a project work site that is considered off base for contractor access.

b. Preparation of site including, but not limited to, erosion control, security fence and gates for access, and construction of construction access to staging area.

c. Demolition of all play areas within the boundaries of Phase 1A per drawings and demolition of Building 370G. The Removal of the existing 45 housing structures.

d. Construction of all new building and site features within the limitations of Phase 1A area per the drawings.

e. Installation of sanitary sewer connections to new school.

The Contractor is responsible to determine the best approach to the construction sequencing of this phase in order to maintain utility connectivity and complete the demolition and new construction work as indicated on the drawings.

SECTION 01 01 50 Page 2 (Am-0006) j2ee9jmr Line j2ee9jmr Line

1.1.2 [Enter Appropriate Subpart Title Here] Phase IB, (1 June 2019 through 15 Aug 2019 shall commence when school goes on summer break and building 370 has been evacuated, on or about 15 June 2019 and must be completed prior to teachers returning to school on or about 22 August 2019, unless otherwise specified below or in the contract drawings. All dates shall be coordinated with the Contracting Officer's Representative ; coordinate timing of demolition and Government outfit new ECK and vacates existing ECK . )

Phase IB shall include the final connection to the site utilities to the new school with demolition impacting the existing parking area. It shall also include all temporary accommodations for the new school including, but not limited to, parking and sidewalks for staff access. During this phase, the government will vacate existing ECK, moving salvaged equipment/furniture from the old facility to the newly constructed facility. The Government will require 28 calendar days to complete this move. Site Utilities work shall include, but not limited to:

a. Installation of sanitary sewer connection to the new school.

ba. Temporary phone poles until underground duct banks are installed.

cb. Electrical connections to the new school.

dc. Coordinate access to school for fire department based on what option is selected for access.

ed. Change perimeter fence, temporary fence and gate locations to allow school to be back On Base for access and Phase II area to be considered Off Base, as per the drawings.

f e. Install temporary staff, visitor and ADA parking.

gf . Install new sidewalk from temporary staff parking.

hg. Demolish a portion of existing Building 371370 . Exact date to be coordinated with Contracting Officer. Demolition of said building is to allow full access path to site for the fire department.

1.1.3 Phase II: (Demolition and site construction; Start 25 Aug 2019 after completion of Phases IA and IB for 360 calendar days) )

Phase II shall not commence until after Phase I, and the Government vacating of the existing school is complete, including the move of salvaged equipment/furniture from the old school to the new school by the Government. The Contractor may not proceed with Phase 2 without written approval from the Government. Phase II includes the complete removal of the remaining existing school structures for ECK Elementary. Work shall include removal of above ground and underground utility infrastructure supporting the existing school and include de-mobilization of the demolition site.

a. Disconnect existing utilities to existing school while maintaining service to new school.

b. Construct new controlled perimeter fence per plans.

c. Complete demolition of existing school, attached facilities and site.

d. Construct all site features and built canopies within the perimeter

SECTION 01 01 50 Page 3 (Am-0006) fenced area for Phase II as shown in drawings.

Large delivery access for the school may need to be coordinated through construction area of Phase II. Contractor will need to maintain temporary parking for staff and visitors for the duration of demolition and construction of Phase II.

1.1.4 Phase III, (Demolition of Temporary Conditions)

Phase III shall not commence until after Phase II is complete and Government has been granted to usage of entire site. The contractor should be complete with all work on site by end of SY 19/20. Phase III shall not commence until Phase II is sufficiently completed so that school operations function solely using the newly constructed parking areas and the temporary areas are no longer needed by the school. The determination of sufficiently complete will be made by the Government. Phasing and transition from the temporary site to the permanent site to be coordinated with the Government.

a. Remove all temporary power, lighting, fence and gates.

b. Restore fence to be as original.

c. Remove temporary sidewalk and parking. Regrade and restore surfaces to original intent of design documents.

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

SD-01 Preconstruction Submittals

Phasing of Construction Work Plan; G

1.3 PHASING OF CONSTRUCTION WORK PLAN

The Contractor shall submit for approval a plan of the proposed phasing of construction. The proposed plan shall be submitted within 15 calendar days after receipt of notice to proceed. The plan may be a part of the preliminary network analysis as specified in the Section, PROJECT SCHEDULE, or may be submitted separately. The plan shall show all of the constraints specified in the GENERAL REQUIREMENTS paragraphs above.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 01 50 Page 4 (Am-0006)

FY15 PA00017 Replace Killin Elementary School 15SF0002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 26.70 33

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 CONTRACT ADMINISTRATION

3.1.1 Contracting Officer (KO)

3.1.2 Ordering Officer

3.1.3 Administrative Contracting Officer (ACO)

3.1.4 Contracting Officer's Representative (COR)

3.2 DESIGNATED BILLING OFFICE

3.3 PAYMENTS

3.3.1 General

3.3.2 Line Items

SECTION 01 10 26.70 33 Page 1 (Am-0006)

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 APPLICABLE)

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 Ordering Officer

In accordance with AFARS 1.603-1 (I), Ordering Officer(s) may be delegated for the purpose of issuing Task Orders against the contract, subject to the authority and limitations set forth in the delegation letter.

3.1.3 Administrative Contracting Officer (ACO)

In accordance with the Engineer Federal Acquisition Regulation Supplement (EFARS) 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.

3.1.4 Contracting Officer's Representative (COR)

The Contracting Officer may designate one or more individuals as his/her authorized representatives in administering the contract under this solicitation. 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 ACO, he/she shall request clarification from the KO.

SECTION 01 10 26.70 33 Page 2 (Am-0006)

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

3.3 PAYMENTS

3.3.1 General

Compensation for all work performed under this contract will be made under a payment item(s) listed in the Bidding Schedule. The principal features of the work to be included under the payment items are noted herein. Work required by the drawings and specification, and not particularly mentioned, shall be included in and paid for under the contract price for the items to which the work applies. Prices and payments for the items shall cover all work, complete and finished in accordance with the drawings, schedules 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 Bidding Schedule. Refer to Sheets G101 and G102 for identification and location of Base Bid and Option Bid Items.

BASE BID ITEMS :

Item No. 0001 - Replace E.C. Killin Elementary School, Bid Item No. 0001, Construction:

Provide all scope of work for the construction of Killin Elementary School at Camp Foster, Okinawa, Japan as indicated in the contract documents.

The facility shall include, two story, 10,439 Square-Meter (SM) elementary school, site preparation, site work, permanent parking, utilities , fundamental commissioning, and all necessary items for a complete working facility (including portion of Main Entrance canopy ) . , see drawing sheets G102 and S122 for demarcation between Base Bid Item and Optional Bid Item 0003). Site preparation work shall include , but not limited to, the removal of all existing roadways, driveways, sidewalks, above ground utilities, fire hydrants, gate valves and abandoned utility lateral impacted by the new construction. Site preparation work also includes the removal and disposal of all existing above ground primary/secondary electrical and communications/data infrastructure within the project site.

all preparation of site for new construction, including, but not limited to, clearing and grading. All demolition of the site shall be included in Item No. 0002. Temporary site access and parking also included as base bid item. Playground and associated play areas shall also be included in the base bid item number. Temporary site conditions (i.e. temporary staff parking and drive and lighting ) to be restored to original conditions and grades upon completition of all work. See the drawings for more detailed information of boundaries for inclusion. Also see drawings for trees and landscaping that meet MCB design guide minimums.

Base Bid stipulated sum for entire work shall include all costs for soil

SECTION 01 10 26.70 33 Page 3 (Am-0006) j2ee9wwh mixing work, including overhead, profit, taxes, bonds, insurance, test reports and records for all soil-cement columns indicated in drawings.

If Option Bid item 0003 is not awarded, Base Bid will include s zoysia native grass seed at location of gravel along pathways identified in Option Bid Item 0003, as well as in the location of landscaping/hardscaping for Option Bid Items 0004 and 0005 . If Option Bid Item 0004 is not awarded, Base Bid will include native grass seed in that location. If Option Bid Item 0005 is not awarded, Base Bid will include native grass seed in that location . Base Bid Stipulated Sum for entire work shall include all costs for soil mixing work, fundamental commissioning, including overhead, profit, taxes, bonds, insurance, test reports and records for all soil-cement columns indicated in drawings.

ITEM NO. DESCRIPTION QUANTITY UNIT

0001AB 1000 mm diameter cement-soil columns at 7 meters 1990 Lineal Meter

0001AC 1200 mm diameter cement-soil columns at 7 meters 425 Lineal Meter

0001AD Load Test 1 Lump Sum

Item No. 0002 - Demolition of Existing E.C. Killin Elementary School, Bid Item No. 0002, Construction:

Demolish and dispose of existing E.C. Killin Elementary School. Demolition entails the removal of all above and below ground construction associated with the existing school building. This includes, but is not limited to, the following systems: existing exterior construction; existing superstructure; existing pavements and landscaping; existing foundations;

existing mechanical, plumbing and electrical, and removal of utilities as indicated on drawings. Any existing construction to be abandoned in place must be documented and located for Government records. Site demolitoin work to include, but not limited to, the removal of all existing roadways, driveways , sidewalks, above ground utilities, fire hydrants, gate balves and abandoned utility lateral inmpacted by the new construction.

OPTIONAL BID ITEMS (Refer to Sheet G102 for identification and location of Option Bid Items):

Item No. 0003 - Canopies (excluding portion of Main Entrance), Bid Item No. 0003, Construction:

See drawing sheets G102 and S122 for demarcation between Optional Bid Item and Base Bid Item 0001. Provide all scope of work associated with the construction of the canopies as indicated on the Contract Documents, excluding a portion of the Main Entrance canopy included in Bid Item No.

0001, work for this option occurs during Phase II. Base bid will include zoysia native grass seed at locations of gravel along the edges of the canopies. Underground drainage for the canopies is included within this bid option.

SECTION 01 10 26.70 33 Page 4 (Am-0006) j2ee9wwh Line

ITEM NO. DESCRIPTION QUANTITY UNIT

0003AB 1200 mm diameter cement-soil columns at 7 meters 510 Lineal Meter

0003AC Load Test 1 Lump Sum

Item No. 0004 - Selected Landscape/ Hardscape Bid Areas #1, Bid Item No.

0004, Construction:

Provide all scope of work associated with the construction of the Selected Landscape/ Hardscape Areas for Demonstration Garden, Rain Barrel Collection and Outdoor Classroom and associated Teaching Tool Signage components. Base bid will include s zoysia native grass seed at these locations. Provide all scope of work associated with the construction Special Landscape Paving graphics at Outdoor Basketball Court and Building Edge. Base bid includes exposed/sealed concrete at these locations. If awarded, the work for this bid item will occur during Phase I and/or Phase II as appropriate for the location of the work (see drawing sheets G-102) per to the phasing plans (see drawing sheets GC101 and GC102).

SECTION 01 10 26.70 33 Page 5 (Am-0006) j2ee9wwh Line

Item No. 0005 - Selected Landscape/ Hardscape Bid Areas #2, Bid Item No.

0005, Construction:

Provide all scope of work associated with the construction of Selected Landscape/ Hardscape Areas for Learning Trail and associated Teaching Tool Signage components. Base bid includes zoysia native grass seed at these locations. Provide all scope of work associated with the construction of the Selected Landscape/ Hardscape Areas for Butterfly Garden Butterfly Play Structures, Nature Theme Climbing Structures , Sensory Garden, Reflexology Path, and Birdwatching Station with each associated Teaching Tool Signage components. Base bid will include s zoysia native grass seed at these locations . If awarded, work for this bid item will be performed under Phase II and Phase III as appropriate for constructability.

Item No. 0006 - Season TWO Commissioning, Bid Item No. 0006, Construction:

Section 01 91 00.00 40 GENERAL COMMISSIONING REQUIREMENTS including the Commissioning Plan. The Season Two Commissioning will be conducted after completion and occupancy of the building. This work will occur between two and eight months after the original Base Bid commissioning activities. The entire commissioning team, as outlined in the Commissioning Plan, should be available for this work, but the majority of the work will be completed by the Direct Digital Control contractor and the commissioning authority.

Item No. 0007 - Permanent Access Road, Bid item No. 0007, Construction:

Drawings CS103B, CS105A, CG103B, CG105B CS103A, CS105A, CG103A, GC105A and S312 outline requirements for a permanent roadway from the east to the school. The permanent roadway shall begin construction in Phase 1-A and be completed by the end of Phase 1-B. This concrete roadway shall meet the design parameters for both retention and slope as described in the above mentioned documents. Work includes but is not limited to; utility relocation, subgrade improvements required for bid option foundation, wall drainage systems and connection to the site utilities and temporary shoring/retention. Not included in this option is the temporary staff parking and lighting as those are part of the base bid pricing. No additional regrading would be needed between the temporary parking and site, as restoration is not needed for permanent drive. See drawings for areas to be restored.

-- End of Section --

SECTION 01 10 26.70 33 Page 6 (Am-0006) j2ee9wwh Line j2ee9wwh Line

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 COLOR BOARDS FOR PROJECTS

1.4 VIEW LOCATION MAP

1.5 PROGRESS AND COMPLETION PICTURES

1.6 MINIMUM INSURANCE REQUIREMENTS

1.7 CONTRACTOR SPECIAL REQUIREMENTS

1.7.1 Space Temperature Control, HVAC TAB, and Apparatus Inspection

1.8 SUPERVISION

1.9 SUPERVISION

1.10 PRECONSTRUCTION CONFERENCE

1.11 FACILITY TURNOVER PLANNING MEETINGS (USACE Red Zone - NRZ)

1.12 EXPORT LICENSES FOR OVERSEAS PROJECTS

1.13 WAIVER FOR WORKER'S COMPENSATION

1.14 PARTNERING

1.14.1 Formal Partnering

1.14.2 Informal Partnering

1.15 AVAILABILITY OF CADD DRAWING FILES

1.16 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1 (Am-0006)

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. 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

View location map; G

Progress and completion pictures; G

SD-04 Samples

Color boards; G

1.3 COLOR BOARDS FOR PROJECTS

Submit five sets of color boards within 90 calendar days after Contract Award. Each set of boards shall include samples of colors and finishes of all interior and exterior surfaces, such as walls, floors, ceilings, trim, visible roofing, etc. The samples shall be presented on 200 by 270 mm boards (modules) with a maximum spread of 600 by 810 mm for foldouts.

Modules shall be designed to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, samples not less than 300 mm square shall be submitted with the board. If more space is needed, more than one board per set may be submitted. The Contractor shall certify that he has reviewed the color samples in detail and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples shall not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

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1.4 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.

1.5 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Include aerial photographs. 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 (include 4 aerial photographs bimonthly for the duration of construction)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. Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided on the CD as digital file. All file names shall include a date designator.

Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.6 MINIMUM INSURANCE REQUIREMENTS

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

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

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

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

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

e. Others as required by Okinawa, Japan law .

1.7 CONTRACTOR SPECIAL REQUIREMENTS

1.7.1 Space Temperature Control, HVAC TAB, and Apparatus Inspection

All contract requirements of Section Section 23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS and Section 23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC shall be accomplished directly by a first tier subcontractor, including the Commissioning Agent. No work required by Section 23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS or Section 23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC shall be accomplished by a second tier subcontractor.

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1.8 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.9 SUPERVISION

Provide at least one (1) qualified Project Manager and one (1) on-site Project Superintendent. The Project Manager must have a minimum 10 years experience as a Project Manager or Superintendent on projects like this contract or similar in size and complexity. The Project Superintendent must have a minimum of 10 years experience as a Superintendent on projects similar in size and complexity.

In addition to the above experience requirements, the Project Manager and on-site Project Superintendent shall complete the course entitled "Construction Quality Management for Contractors" prior to the start of construction.

The Project Manager in this context shall mean the individual with the responsibility for the overall management of the project and the Project Superintendent shall mean the individual with the responsibility for quality and production. Both the Project Manager and Project Superintendent are subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders shall be made the subject of claim for extension of time for excess costs or damages by the Contractor.

Approval of Project Manager and on-site Project Superintendent is required prior to start of construction. The Project Manager and on-site Project Superintendent shall be seperate individuals. Provide resumes for the proposed Project Manager and on-site Project Superintendent describing their experience with references and qualifications to the Contracting Officer for approval. The Contracting Officer reserves the right to interview the proposed Project Manager and on-site Project Superintendent at any time in order to verify the submitted qualifications.

1.10 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work shall also attend.

1.11 FACILITY TURNOVER PLANNING MEETINGS (USACE Red Zone - NRZ)

Key personnel will meet to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre Construction Conference meeting and convene at the Facility Turnover Meetings once the project has reached approximately

SECTION 01 30 00 Page 4 (Am-0006)

75 percent completion or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first. The Contracting Officer's Representative will lead the meetings and guide discussions based on an agenda provided by the Government. The facility Turnover effort shall include the following:

a. Pre Construction Meeting - Contracting Officer's Technical Representative (COTR) will provide the NRZ Checklist and the Contractor, Client, and USACE Representatives will compare Contractor's schedule to NRZ Checklist items.

b. Facility Turnover Meetings

1. Fill in the NRZ Checklist including Contractor, Client, and USACE Checklist Items and assign a person responsible for each item and a due date. The Contractor's Representative will facilitate the assignment of responsibilities, fill out the NRZ Checklist, and discuss "Interim DD From 1354" requirements.

2. Review the Contractor's updated schedule. The Contractor shall develop a POAM for the completion of all Contractor, Client, and USACE Checklist items.

3. Confirm that all NRZ Checklist items will be completed on time for the scheduled Facility Turnover.

1.12 EXPORT LICENSES FOR OVERSEAS PROJECTS

Obtain individual export licenses and project export licenses required by the Department of Commerce regulations ( 15 CFR 772 and 15 CFR 773 ) so that no delays are experienced in shipping from the United States of America to a foreign country. For additional information, the Contractor may contact one of the U.S. and Foreign Commercial Service District Offices of the Department of Commerce which are located in almost every State.

1.13 WAIVER FOR WORKER'S COMPENSATION

In addition to "FAR 52.228-4, Workers' Compensation and War Hazard Insurance Overseas," the Secretary of Labor has granted a waiver. The waiver does not apply to employees who are hired in the United States, or who are residents, or citizens of the United States.

1.14 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

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1.14.1 Formal Partnering

Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the Partnering effort including the Facilitator, the meeting room, and other incidental items. In exception, participants shall bear their own costs for meals, lodging, and transportation associated with the Partnering sessions.

Before a Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards, etc.), and have these items available at the Partnering session.

Provide copies of documents for distribution to all attendees.

The Facilitator shall be experienced in conducting Partnering Workshops, and shall be acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. A list of Partnering Facilitators is available from the Contracting Officer.

a. The Initial Partnering Session shall be a duration of one day minimum. It shall be located at a place off the construction site, as agreed to by the Contracting Officer and the Contractor. It may take place concurrently with the Pre-Construction Meeting.

b. The Follow-on Partnering Session(s) generally last a half day or less. Schedule them at 3 to six month intervals, or when needed.

Participants are encouraged to utilize electronic means to expedite meetings. Meetings may be held at a location off-Base, at the project site, or in a Government Facility on Base. Follow-on meetings may be held concurrently with other scheduled meetings. Attendees need only be those required to resolve current issues. Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity.

1.14.2 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor (typically a conference room provided by the PWD FEAD/ROICC office or the Contractor).

The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer.

The Partners will determine the frequency of the follow-on sessions.

1.15 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction drawings and data related to the referenced contract subject to the following terms and conditions.

SECTION 01 30 00 Page 6 (Am-0006)

Request specific drawing numbers of files required; the entire set of drawing files will not be provided.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction drawings and data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.16 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats.

Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc.

Multiple email address will not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

SECTION 01 30 00 Page 7 (Am-0006)

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 30 00 Page 8 (Am-0006)

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved G

1.4.2 Designer of Record Approved/Government Conformance Review

(DA/CR)

1.4.2.1 Deviations to the Accepted Design

1.4.2.2 Substitutions

1.4.3 Designer of Record Approved/Government Approved (DA/GA)

1.4.4 Information Only

1.5 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

1.5.1 Submittals Required from the Contractor

1.5.1.1 O&M Data

1.5.1.2 Overseas Shop Drawing Submittals

1.6 PREPARATION

1.6.1 Transmittal Form

1.6.2 Identifying Submittals

1.6.3 Format for SD-02 Shop Drawings

1.6.4 Format of SD-03 Product Data and SD-08 Manufacturer's

Instructions

1.6.5 Format of SD-04 Samples

1.6.6 Format of SD-05 Design Data and SD-07 Certificates

1.6.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field

Reports

1.6.8 Format of SD-10 Operation and Maintenance Data (O&M)

1.6.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout

Submittals

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of SD-02 Shop Drawings

1.7.2 Number of Copies of SD-03 Product Data and SD-08

Manufacturer's Instructions

1.7.3 Number of Samples SD-04 Samples

1.7.4 Number of Copies SD-05 Design Data and SD-07 Certificates

1.7.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's

Field Reports

1.7.6 Number of Copies of SD-10 Operation and Maintenance Data

1.7.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11

Closeout Submittals

1.7.8 Electronic Copies

1.8 INFORMATION ONLY SUBMITTALS

SECTION 01 33 00 Page 1 (Am-0006)

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting That Variations Are Compatible

1.9.4 Review Schedule Is Modified

1.10 SUBMITTAL REGISTER AND DATABASE

1.10.1 Use of Submittal Register

1.10.2 Contractor Use of Submittal Register

1.10.3 Approving Authority Use of Submittal Register

1.10.4 Action Codes

1.10.4.1 Government Review Action Codes

1.10.4.2 Contractor Action Codes

1.10.5 Copies Delivered to the Government

1.11 PHASING OF CONSTRUCTION WORK PLAN

1.12 SCHEDULING

1.12.1 Reviewing, Certifying, Approving Authority

1.12.2 Constraints

1.12.3 QC Organization Responsibilities

1.12.4 Government Reviewed Design

1.13 GOVERNMENT APPROVING AUTHORITY

1.13.1 Review Notations

1.14 DISAPPROVED OR REJECTED SUBMITTALS

1.15 APPROVED/ACCEPTED SUBMITTALS

1.16 APPROVED SAMPLES

1.17 WITHHOLDING OF PAYMENT

1.18 PROGRESS SCHEDULE

1.18.1 Bar Chart

1.18.2 Project Network Analysis

1.19 STATUS REPORT ON MATERIALS ORDERS

1.20 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 2 (Am-0006)

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager and the Designer of Record, if applicable, to check and approve all items prior to…