A.07.24.02_W912GB18R0032_Conformed.pdf

W912GB18R0032

This is a Request for Proposal for the Design/Build Secondary School Renovations in Svrljig, Serbia.

The Government Contemplates that this solicitation w ill result in a single-firm fixed price contract aw ard.

A. The Government w ill use a Best Value Tradeoff Evaluation Process in accordance w ith Federal Acquisition Regulation (FAR) 15-101-1.

B. The estimated Magnitude of Construction is betw een $250,000-$500,000.

C. Reference Block 11 below ; Calendar day completion time from the Notice to Proceed.

D. Reference Clauses 52.000-4059 LETTER OF ASSURANCE (RFP) and 52.000-4062 BANK LETTER OF GUARANTY.

E. Reference Clause 52.236-27 Alt I SITE VISIT (CONSTRUCTION).

F. No contract aw ard w ill be made until appropriated funds are made available.

G. Proposals are due on 08 August 2018 by 14:00 hours Central European Summer Time (CEST).

Contract Point of Contact is Whittni Hiscox +49 611 9744 2797 Technical Point of Contract is Tarek Eljizi +49 611 9744 2422

WHITTNI C HISCOX 011-49-611-9744-2218

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

02-Jul-2018

(RFP)

(IFB)

X

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 _______3 calendar days and complete it w ithin ________365 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________FAR 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.)

YES X NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________0 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________08 Aug 2018 (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

US ARMY CORPS OF ENGINEERS

KONRAD ADENAUER RING 39

D-65187 WIESBADEN GERMANY

WIESBADEN 65187

W912GB

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)

FAX:TEL: TEL: FAX:

W912GB18R0032 184

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section 00 01 10 - Table of Contents

The documents listed as follows are provided by and incorporated into this solicitation:

SECTION 00 10 00 Solicitation Contract Form SECTION 00 10 00 Table of Contents SECTION 00 10 00 CLIN Schedule SECTION 00 10 00 Price Schedule SECTION 00 21 00 Instructions/Statement of Work SECTION 00 21 16 Instructions to Proposers SECTION 00 22 00 Supplementary Instructions SECTION 00 45 00 Representations & Certifications SECTION 00 70 00 Conditions of the Contract SECTION 00 73 00 Supplementary Conditions

USACE SPECIFICATIONS:

00 74 00 Special Conditions 00 74 01 Time Extensions for Adverse Weather 01 30 00 General Requirements 01 32 16 Progress Schedules 01 33 00 Submittal Procedures 01 33 16 Design after Award 01 35 26 Safety and Occupational Health Requirements 01 45 00 Quality Control 01 45 01 Resident Management System 01 45 05 Contractor Site Personnel Requirements 01 45 10 Design Quality Control 01 78 00 Closeout Submittals 01 78 23 Operation and Maintenance Data EP 310-16a Construction Project Signs

ATTACHMENTS:

Attachment 1 Past-Performance Client Form Attachment 2 Resume Attachment 3 Letter of Commitment EXAMPLE

STATEMENT OF WORK ATTACHMENTS:

Att. # 1 Site Plan Att. # 2 Architectural Drawings Att. # 3 Gift Sign Att. # 4 Structural Calculations Guideline

Section 00 10 00 - Solicitation

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

Renovation of Secondary School

FFP

NET AMT

0001AA 1 Job Design:

FFP

All work associated with the complete design of new windows, doors, exterior insulation finish system (EIFS) and roof to include gutters, downspouts and flashing at the Svrljig School in Svrljig, Serbia. The work under this item includes replacing identified single pain windows, exterior doors, and a complete new roof structure and roofing. New exterior insulation finish system (EIFS) with mineral wool insulation shall be installed at all exterior walls. New heating system equipment, and heating distribution pipping to each room. Finish the unfinished wall in rooms #10 and #11 on the second floor. This shall be in accordance with any other work directly related to this item as described in the statement of work and specifications NOT including those items defined in the options.

FOB: Destination

0001AB 1 Job Construction:

FFP

All work associated with the Construction of new windows, doors, exterior insulation finish system (EIFS) and roof to include gutters, downspouts and flashing at the Svrljig School in Svrljig, Serbia. The work under this item includes replacing identified single pain windows, exterior doors, and a complete new roof structure and roofing. New exterior insulation finish system (EIFS) with mineral wool insulation shall be installed at all exterior walls. New heating system equipment, and heating distribution pipping to each room. Finish the unfinished wall in rooms #10 and #11 on the second floor. This shall be in accordance with any other work directly related to this item as described in the statement of work and specifications NOT including those items defined in the options.

OPTION Multi-Purpose Gymnasium Upgrade

0002AA 1 Job OPTION Design:

FFP

All work associated with the design of the replacement of the gymnasium flooring and repainting of the walls and ceilings. The work under this item includes renovating the existing storage room and one part of the Classroom #15 to be reconfigured into male and female student locker rooms and storage with new access doors. All work shall be built as described in the statement of work and specifications.

The scope includes all work associated with the multi-purpose gymnasium upgrade as identified on Attachment 2 Floor Plans.

0002AB 1 Job OPTION Construction:

FFP

All work associated with the construction of the replacement of the gymnasium flooring and repainting of the walls and ceilings. The work under this item includes renovating the existing storage room and one part of the Classroom #15 to be reconfigured into male and female student locker rooms and storage with new access doors. All work shall be built as described in the statement of work and specifications.

The scope includes all work associated with the multi-purpose gymnasium upgrade as identified on Attachment 2 Floor Plans.

OPTION Bathroom Renovation

0003AA 1 Job OPTION Design:

FFP

All work associated with the design of the renovation of all bathrooms. The work under this item includes renovating all bathrooms and the main risers shall be replaced. All work shall be built as described in the statement of work and specifications.

The scope includes all work associated with the bathroom renovation as identified on Attachment 2 Floor Plans.

0003AB 1 Job OPTION Construction:

FFP

All work associated with the construction of the renovation of all bathrooms. The work under this item includes renovating all bathrooms and the main risers shall be replaced. All work shall be built as described in the statement of work and specifications.

The scope includes all work associated with the bathroom renovation as identified on Attachment 2 Floor Plans.

OPTION Sanitary System Renovation

0004AA 1 Job OPTION Design:

FFP

All work associated with the design of the renovation of the sanitary system. The work under this item includes replacing the sanitary piping etc to the sanitary main. All work shall be built as described in the statement of work and specifications

0004AB 1 Job OPTION Construction:

FFP

All work associated with the construction of the renovation of the sanitary system.

The work under this item includes replacing the sanitary piping etc to the sanitary main. All work shall be built as described in the statement of work and specifications.

OPTION Flooring Renovation

0005AA 1 Job OPTION Design:

FFP

All work associated with the design of the renovation of the flooring. The work under this item includes replacing the flooring in the facility excluding the flooring in the gymnasium and bathrooms. All work shall be built as described in the statement of work and specifications.

0005AB 1 Job OPTION Construction:

FFP

All work associated with the construction of the renovation of the flooring. The work under this item includes replacing the flooring in the facility excluding the flooring in the gymnasium and bathrooms. All work shall be built as described in the statement of work and specifications.

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 N/A N/A N/A N/A

0001AA 365 dys. ANP 1 U.S. ARMY CORPS OF ENGINEERS, EUROPE

CENAU-EC-C

KONRAD-ADENAUER RING 39

WIESBADEN 65187

(+49)611-9744-2760

WK4SF6

0001AB 365 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0002 N/A N/A N/A N/A

0002AA 365 dys. ANP 1 U.S. ARMY CORPS OF ENGINEERS, EUROPE

CENAU-EC-C

KONRAD-ADENAUER RING 39

WIESBADEN 65187

(+49)611-9744-2760

0002AB 365 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0003 N/A N/A N/A N/A

0003AA 365 dys. ANP 1 U.S. ARMY CORPS OF ENGINEERS, EUROPE

CENAU-EC-C

KONRAD-ADENAUER RING 39

WIESBADEN 65187

(+49)611-9744-2760

0003AB 365 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0004 N/A N/A N/A N/A

0004AA 365 dys. ANP 1 U.S. ARMY CORPS OF ENGINEERS, EUROPE

CENAU-EC-C

KONRAD-ADENAUER RING 39

WIESBADEN 65187

(+49)611-9744-2760

0004AB 365 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0005 N/A N/A N/A N/A

0005AA 365 dys. ANP 1 U.S. ARMY CORPS OF ENGINEERS, EUROPE

CENAU-EC-C

KONRAD-ADENAUER RING 39

WIESBADEN 65187

(+49)611-9744-2760

0005AB 365 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

PRICE SCHEDULE

TOTAL PRICE – BASE AND OPTION ITEMS

(Item Numbers 0001-0003)

The Offeror shall bid on all base bid and option items. Provide completion of all design and construction of award items from the Notice to Proceed as described in the contract FAR Clause 52.211-10 “ COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK” according to the following schedule. Each CLIN duration is as per the price schedule and the calendar days are from issuance of the Notice to Proceed (NTP). The contractor shall have the project fully functional and available for normal, regular use no later than the end date of the period of performance.

See FAR Clause 52.211-12 for Liquidated Damages. Liquidated damages apply to any completion date specified in the contract or Price Schedule including interim completion dates for individual facilities.

Base Item Period of Performance: The base period of performance is 365 calendar days from issuance of the notice to proceed (NTP). The contractor shall have the project fully functional and available for normal, regular use no later than the end date of the period of performance to ensure the patients can utilize the space.

Option Items Period of Performance: The Government reserves the right to award any or all options up to 30 calendar days following issuance of NTP for the base bid work.

Any optional work awarded shall be completed as described in contract FAR Clause 52.211-10 “COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK”. If an option is exercised, the optin work will be completed within the base period of performance of 365 calendar days after issuance of the Notice to Proceed.

This project is a Design-Build and the contractor shall be required to prepare a detailed design as well as provide for construction of the project.

Allowable Work Hours: The allowable working hours are from 0800-1900 Local Time, Monday through Saturday. Work on US and Serbian holidays and outside of these hours shall not be performed without prior approval from the Contracting Officer. Office hours for coordination with Government representatives are from 0730-1600 hours CET, except U.S. holidays.

Prices: All prices are to be proposed in U.S. Dollars.

Section 00 21 00 - Instructions

STATEMENT OF WORK

US Army Corps of Engineers Europe District

APO AE 09049

sr14

Statement of Work Project Number: OHASIS 28538 Secondary School Renovations

Svrljig, Serbia

Prepared by: Design Section Engineering

Branch 20 July 2018

SECTION 011010

STATEMENT OF

WORK

SECTION TABLE OF CONTENTS

1 GENERAL

2 CIVIL AND GEOTECHNICAL - N/A

3 ARCHITECTURAL

4 STRUCTURAL

5 ELECTRICAL

6 MECHANICAL

7 FIRE PROTECTION (NO CONTENT - LIFE SAFETY COVERED IN OTHER SECTIONS)

ATTACHMENTS

Att. # 1 Site Plan Att. # 2 Architectural Drawings Att. # 3 Gift Sign Att. # 4 Structural Calculations Guideline

1.1 GENERAL

1.2 PROJECT DESCRIPTION

The Request for Proposal (RFP) provides parameters for a design-build project for a partial renovation of an existing secondary school in Svrljig, Serbia. Existing facility is two story solid building complex with attic and sloped roofs.

Existing building envelope shall be thermally upgraded, and existing gymnasium and bathrooms renovated. New exterior insulation finish system (EIFS) with mineral wool insulation shall be installed at all exterior walls. Existing asbestos roofing shall be demolished. New factory finished metal roofing, wood lathing, counter lathing, wood sheeting, and attic thermal insulation shall be provided for the whole facility. New thermal insulation in the roof slope shall be provided for the roof above the Club Room #09 and stairwell roof. All roof gutters downspouts, and roof flashing shall be replaced. Existing exterior doors and one garage door shall be replaced as identified in attached drawings. Existing single pane windows and gymnasium windows shall be replaced as identified in attached drawings.

Interior and exterior window sills shall be replaced as identified in attached drawings. All bathrooms shall be renovated and main risers replaced. Gymnasium flooring shall be replaced and wall and ceilings repainted. All other flooring shall be renovated/replaced as described in Architectural Section #3.0. Existing storage room and one part of the Classroom #15 shall be reconfigured into male and female student locker rooms and storage with new access doors. Unfinished wall in rooms #10 and 11 on the 2nd floor shall be cladded with gypsum boards and painted.

1.3 GENERAL REQUIREMENTS

The Contractor shall deliver fully functional, turnkey type facilities (without furniture) as described in this document. The work includes but is not limited to design, demolition, fabrication, delivery, installation, construction, and site work. The facility and the installed equipment shall be permanent construction.

The facility in this project shall be complete and usable to meet codes and technical and functional requirements per this SOW. All design, calculations, approvals, certificates, fees, labor, material, equipment, direct overhead, indirect overhead, G&A and general conditions to complete this project as described in the Statement of Work (SOW) shall be included in the proposal price.

These design and product requirements are minimum requisites. Compliance with the provisions of this section by subcontractors shall be the responsibility of the Contractor.

1.4 FUNCTIONAL AREAS AND SPACE ADJACENCIES

Facility shall be designed and constructed to partially renovate the existing secondary school building complex.

Attached drawings shall be used as reference only.

1.5 SUBMITTALS

Government approval is required for submittals with “G” designation; submittals not having a “G” are for Contractor Quality approval. Submit the following in accordance with Section 013300 SUBMITTAL

PROCEDURES:

SD-01 Pre-construction Submittals Demolition Plan; G Phasing Plan; G SD-

05 Design Data 65% Pre-Final Design; G, DO 95% Final Design; G, DO 100% Corrected Final Design; G, DO

1.5.1 DESIGN SUBMITTALS

Provide a complete design package at each milestone, as described in Specification Section 01 33 16 DESIGN AFTER AWARD. The milestones for this project are indicated above in Section

1.4 SUBMITTALS. The specific requirements of each milestone are described in each discipline-specific section of this Specification.

The contractor shall submit all documents in electronic format (.pdf for text and calculations, .pdf and .dwg (AutoCAD, latest version) for drawings). See Specification 01 33 00 SUBMITTAL PROCEDURES for additional information.

1.6 MATERIALS AND EQUIPMENT

Materials and products used, shall be durable, heavy duty industry standard. The equipment shall be the manufacturer’s standard quality and shall be compatible with all other equipment and materials within the system or assembly. Equipment and materials shall include all connections and accessories necessary to ensure operability and correct installation according to manufacturer’s requirements.

Each major piece of equipment shall have the manufacturer’s name, address, contact information, type or style, model or serial number, and catalog number on a plate secured to the piece of equipment. The definition of a “major piece of equipment” shall be at the discretion of the COR.

1.6.1 LIFE-SPAN

Construction must have an expected life span of 25 years.

1.6.2 MAINTAINABILITY

Low maintenance materials and systems must be employed and shall be appropriate for the project climate and location.

1.6.3 OPERABILITY

Systems including but not limited to mechanical, electrical, communications, shall be simple to operate and easy to maintain.

1.6.4 STANDARDIZATION

The Contractor shall use standardized materials, products, equipment, and systems to minimize the requirements for replacement parts, storage facilities, and service requirements.

1.6 DESIGN DIMENSIONS

The design shall be developed using the metric system.

1.7 DESIGN CRITERIA

Project design, site facilities, utility systems and material standards shall be in accordance with the latest editions of the Host Nation building codes. In the absence of Host Nation building codes the Contractor shall use the International Building Code (IBC) and codes, technical standards, and regulations referenced in this RFP.

While this RFP references various source standards and specifications, all design documents are to meet Host Nation codes and requirements. It is the designer's responsibility to demonstrate that the Host Nation standard is equal to the cited standard or specifications being supplanted. The more restrictive standards shall apply when conflicts arise between the requirements of this RFP and any referenced or other applicable codes, standards or regulations. If equivalency cannot be met, the more stringent requirement shall be used and both codes shall be quoted verbatim in the Contractor’s correspondence to the COR. Where specific standards are not indicated, the designer shall determine the required material and execution standards.

Provide an electronic copy of the local host nation standards and building codes in its original language as related to facility design and construction.

1.8 DESIGN CONFERENCES AND MEETINGS

The Contractor and the entire design team are required to participate in a design review conference for each design submittal. Review conferences will be held only if necessary to expedite the review process. The Contractor may request a review conference, but the Government is under no obligation to conduct or participate in a review conference unless specifically identified in the contract documents. The Contractor shall bring the personnel that developed the design submittal to any review conference.

All design review conferences shall be held via teleconference or be reviewed and comments resolved via email.

The Contractor is responsible for taking meeting minutes during each design review conference and submitting to the COR for information and approval.

The Contractor is responsible for evaluating all Government comments prior to each design review conference. The Contractor is responsible for resolving all Government comments from each design phase. The Contractor shall provide annotated responses to each design review comment with the subsequent design submittal packages.

Construction may not begin until all Government comments from all design phases have been resolved.

1.9 SPECIAL CONSTRUCTION REQUIREMENTS

1.9.1 PROTECTION OF WORK AREA

1.9.1.1 DUST AND DEBRIS CONTAINMNET

The Contractor is responsible for sealing the project area with construction barriers and dust partitions in order to contain construction dust and debris and maintain a clean environment outside of the work area. In addition to protections within the work area, the Contractor shall provide temporary protection for all finishes from the entrance of the facility to each area of work. The Contractor is responsible for patching and repairing any damage caused during construction.

Coordinate the locations of barriers with the COR prior to the start of work.

1.9.1.2 PROTECTION OF FURNITURE, FIXTURES, AND EQUIPMENT

The Contractor shall protect all existing furniture, fixtures, and equipment that remain within the work area.

Coordinate with the COR and the User for any special protection measures required for sensitive equipment. The Contractor is responsible for repairing or replacing any damage caused during construction.

Either the Contractor or the COR may request to conduct a preconstruction survey of furniture, fixtures, and equipment with both the Contractor and Government representative present.

1.9.1.3 NOISE AND VIBRATION CONTROL

The Contractor shall employ demolition and construction methods that minimize the production of sound and vibration. Coordinate the schedule of especially loud or disruptive activities with the COR prior to the start of work.

1.9.1.4 PROTECTION OF EGRESS AND LIFE SAFETY

The Contractor shall not take actions that hinder existing egress paths or disrupt operation of life safety systems without prior coordination with the COR and all applicable authorities having jurisdiction (AHJ). The Contractor is responsible for supplying signage or other protective measures as required by the COR or AHJ prior to impeding the egress path or life safety system.]

1.9.2 CONSTRUCTION PHASING

The facility must remain fully operational during construction. The Contractor is responsible for creating a detailed Phasing Plan including a construction schedule to ensure that the facility remains fully operational during construction. The Contractor shall submit the Phasing Plan to the COR for approval prior to the start of construction activities. The Contractor must inform the COR of any variances in the schedule during construction.

END OF SECTION

2.0 CIVIL AND GEOTECHNICAL N/A

3.1 ARCHITECTURAL

3.2 PROJECT DESCRIPTION

Design and construction work for the partial renovation of an existing secondary school in Svrljig, Serbia.

The contractor shall design and then perform partial renovation work of a solid masonry / concrete building complex that serves as secondary school. Extensive coordination will be required between the architectural work and the civil, geotechnical, structural, fire protection, mechanical, and electrical requirements of this project.

Existing walls are made of two layers of masonry blocks (outer and inner) with 3 cm of mineral wool thermal insulating layer in-between. The walls are strengthened with reinforced beams and columns. Existing exterior wall surfaces are finished with stucco and paint. Existing interior wall surfaces are finished with interior plaster and paint. Foundations and first floor slabs are made of reinforced concrete. First and second floor ceilings are made of prefabricated reinforced concrete ceilings. Existing pitched roof is made of wood structure covered with asbestos containing roofing. Roof and attic are not thermally insulated. All existing doors and some windows are old and failing. Existing gymnasium floor is old and damaged. There are no adjoining locker rooms for male and female students. All existing bathrooms are old and broken.

3.2.1 DESIGN

The Contractor shall provide a design and construction package that uses the space allocations, functional adjacencies, design details, and features given or referenced in this RFP. The design shall incorporate all referenced codes and regulations. Additional details shall be created by the Contractor as required, but shall conform to the requirements of this RFP and are subject to the approval of the COR.

A schematic design has been attached for reference. The schematic plans are provided for diagrammatic purposes only and do not necessarily represent an approved floor plan or design. The Contractor is responsible for providing a design that meets all requirements of the User and the codes and criteria referenced in this Statement or Work.

3.2.2 DESIGN SUBMITTALS

The Contractor shall make the architectural submittals after contract award in accordance with Section 01 33 16 DESIGN AFTER AWARD and Section 01 33 00 SUBMITTAL PROCEDURES. The documents listed below shall be prepared and submitted by the Contractor.

3.2.2.1 65% DESIGN SUBMISSION

Include the following drawings and reports as applicable to the project:

a. Code Summary – Provide a tabular code compliance summary.

b. Life Safety Plans – Provide plans depicting smoke/fire resistance ratings, egress routes, dead-end corridors, exits, and other aspects of life safety pertaining to the design.

c. Demolition Plans – Provide existing floor plans, indicating all demolition required.

d. Floor Plans – Provide all floor plans, indicating room names, areas, and basic dimensions, scale 1:50.

e. Ceiling Plans – Provide reflected ceiling plans for all rooms, indicating ceiling materials and fixtures, scale 1:50.

f. Building Elevations – Provide all building elevations indicating all exterior materials.

g. Roof Plan – Provide a plan of all roof areas, indicating direction of slope and method of drainage.

h. Building Section – Indicate heights of critical building elements.

i. Wall Section - Provide a typical interior and exterior wall section for each building – describe wall materials.

j. Preliminary Design Analysis – Provide a narrative explaining the design and indicating how the design and materials meet the requirements of this SOW.

k. Specifications – Provide detailed explanations of requirements for all performed work or provide product specific manufacturer information (brochures, technical information, cut sheets) for all materials and products to be provided/installed.

3.1.2.3 95% DESIGN SUBMISSION

The 95% Submittal provides a complete and final set of contract documents essentially ready for construction by the D/B Contractor. All previous government review comments must have been addressed.

Include the following drawings and reports as applicable to the project:

a. All documents from the 65% submittal updated to incorporate 65% review comments.

b. Floor Plans – Provide all floor plans, indicating room names, areas, and dimensions, scale 1:50.

c. Building Elevations – Provide all building elevations indicating all exterior materials.

d. Roof Plan – Provide a plan of all roof areas, indicating direction of slope and method of drainage.

e. Building Section – Indicate heights.

f. Wall Sections – Provide sufficient wall section(s) to indicate all materials and different conditions.

g. Interior elevations

h. Section and Plan Details – Provide details of critical building intersections.

i. Window and Door Schedule – Provide a schedule of all windows and doors, indicating sizes, hardware, and operation.

j. Stair Section and Details.

k. Finish Schedule – Indicate all proposed finishes.

l. Final Design Analysis and specifications with line items and detailed description of all work to be performed

m. Product specific manufacturer information (brochures, technical information, cut sheets) for all materials and products provided/installed.

3.1.2.4 100% DESIGN SUBMISSION

The 100% Submittal provides a complete and final set of contract documents ready for construction by the D/B Contractor. All previous government review comments must have been addressed. Include all drawings, specifications and calculations from the 95% Submittal updated to incorporate all previous review comments.

3.2 TECHNICAL CRITERIA AND STANDARDS

Project design shall be in accordance with the requirements outlined in section 1.7.

3.2.1 LIFE SAFETY REQUIREMENTS

The Contractor shall meet all Host Nation and local Fire Suppression System codes and requirements.

All structures to be provided shall have exits and means of egress that comply with current Host Nation codes and standards, or in accordance with US codes and standards.

3.2.2 HANDICAPPED ACCESSIBILITY REQUIREMENTS

The new building’s elements to be provided, replaced, and/or renovated shall be handicapped accessible in compliance with Host Nation codes and requirements.

3.3 GENERAL SCOPE OF WORK

The architectural elements of this facility shall be designed to withstand all site-specific environmental conditions such as wide seasonal temperature swings, local wind, rain, snow and earthquake conditions. All architectural features shall be appropriately braced for anticipated seismic activity. The Contractor shall have flexibility to propose alternate building materials to meet the facility’s requirements, but final selection of materials shall be subject to the approval of the COR. Materials and building systems shall be selected with consideration given to economics not only in the initial acquisition, but also in the future maintenance of the materials when incorporated into the work.

3.4 DETAILED SCOPE OF WORK

The contractor shall be responsible for the following specific task required for the construction of this facility.

3.4.1 DEMOLITION

The Contractor shall be responsible for all required demolition as indicated in this scope.

3.4.1.1 DEMOLITION AND DISPOSAL

All demolished materials shall be abated and disposed of in accordance with local laws, codes and regulations. The contractor shall be responsible for all required testing before, during and after demolitions as well as for all required compliance with safety standards.

3.4.1.2 DEMOLITION AND DISPOSAL OF HAZARDOUS MATERIAL

The Contractor is responsible to survey the site and determine if hazardous materials exist. If hazardous materials are found to exist, the Contractor shall immediately notify the COR, and provide the COR with the results of the relevant sampling and testing. The COR shall be provided with the hazardous material report not later than 30 days after Notice to Proceed (NTP) for information and approval.

3.4.2 BUILDING SYSTEM AND MATERIALS

The intent of this RFP is to allow the contractor the maximum flexibility to design and construct this facility in an economical manner without sacrificing good engineering practices, quality materials and systems. The Government would like low or no maintenance finish materials to the greatest extent possible.

Building materials as described herein for roofing, walls, ceilings, doors, windows and floors are minimum requirements and may require revision based on code compliance and criteria.

3.4.2.1 FIRE PROTECTION RATINGS OF INTERIOR FINISHES

All interior finishes shall conform to Host Nation fire protection standards/requirements.

3.4.2.2 ACOUSTICAL DESIGN

Doors and walls shall meet the minimum sound protection per Host Nation requirements.

3.4.2.3 THERMAL INSULATION

Thermal insulation shall be provided in accordance with Host Nation and local requirements.

3.4.3 EXTERIOR CONSTRUCTION WORK

3.4.3.1 EXTERIOR WALL INSULATION FINISH SYSTEM (EIFS)

Install new exterior insulation finish system (EIFS) with new mineral wool thermal insulation, stucco and paint.

Clean base material of all dirt, grease, screws and other metal particles and other residue. Remove existing stucco.

Install exterior insulation system consisting of insulation boards, to include mineral lightweight plaster and fiberglass reinforcing net. Also install EIFS system on the building base and on exterior basement access walls. Protect adjacent windows and doors including frame with polyethylene foil taped on to prevent stains and damages during the plastering work.

Additionally dowel the boards. The work shall include all necessary caulking, expansion joints, thresholds, base -and corner rails, diagonal fiberglass-reinforcing fabric at the window and door corners and end flashing at eaves.

Use products from a single system, by a single manufacturer, which are certified by the manufacturer to be suitable for the purpose. This also applies to the paint. Apply products in accordance with the manufacturer's instructions.

The work shall include all necessary sealing e.g. at windowsills.

The thermal insulation thickness shall be at least 100 mm. The U-value shall meet local energy saving regulations but not be more than 0.40. Provide thermal insulation stripes at window and door reveals. Submit a sample of the insulation system along with the manufacturer's catalog data including installation instructions, typical details and product data for COR's acceptance.

3.4.3.2 EXTERIOR WALL BASE

Remove existing plaster from exterior wall base (below first floor slab). Excavate exterior wall to 80 cm below existing grade at building exterior walls. Remove all plaster from exterior wall surface below grade. Pressure steam clean exterior wall surfaces after plaster has been removed. Allow for drying of wall surface. Close cracks and holes in exterior walls under grade level. Provide new cement plaster on exterior wall surfaces. Apply primer for double coating with black mastic up to 10cm above final finished grade level. Provide water resistive, extra rigid, insulation boards for wall base, to be covered with specific wall base coating.

Provide new cement plaster on building base up to exterior wall surface described above. Paint/coat as described above except with special cement based coating which is water resistive and suited for building base application.

3.4.3.3 EXTERIOR DOORS

Replace all existing exterior doors and frames. New factory finished hollow metal exterior thermal break doors and frames shall be provided. The Contractor shall provide all necessary hardware for all doors including panic hardware locking mechanisms. All door seams shall be sealed. Exterior doors shall include a commercially manufactured threshold with a vinyl or silicone rubber weather stripping insert in the face of the stop. Weather stripping shall be held in an extruded non-ferrous metal housing. All doors shall have heavy-duty closers. The Contractor shall size closers in accordance with the specific door application and size, and with manufacturer's recommendations. All doors and frames shall meet local energy saving regulations.

3.4.3.4 EXTERIOR WINDOWS

Replace all single pane windows and frames and gymnasium windows and frames, see attached floor plans. New PVC windows and frames shall be provided. Windows shall be 6-chamber PVC thermal break windows factory finished commercial grade with surround frame, tilt and turn. All windows shall be 100% operable and they shall meet life safety requirements. Accessories and hardware includes drip sills, hinges, lever handles and latch lock. Anchor and secure window frames on masonry walls as recommended by the manufacturer to meet the wind and seismic loads.

Caulk all joints between window frames and building with sealant to provide a watertight installation and proper finish. All windows shall have double glazing and shall meet local energy saving regulations.

3.4.3.5 EXTERIOR WINDOW SILLS

Remove all existing window sills. Install exterior, factory finished, powder coated aluminum window sills. The window sills shall match the color of window frames. Caulk all joints (see exterior doors above) between window frames and building with sealant to provide a watertight installation and proper finish. New window sills that match the thickness of new EIFS system shall be provided for all windows.

3.4.3.6 METAL ROOFING

Remove existing asbestos containing roofing to include roof lathing. Provide new roof waterproofing foil, roof sheathing, lathing, counter lathing, and new metal roofing for the entire roof. Provide snow guards on the roof over the entrances and perimeter pavement. Steel or aluminum roofing shall be factory finished and shall have minimum thickness of 0.60 mm. Provide all required flashings, fasteners, and sealing materials. Install as required by the manufacturer. Metal roof shall have 25 years warranty. Color to be accepted by COR.

3.4.3.7 ROOF GUTTERS, DOWNSPOUTS AND FLASHING

New flashing, roof gutters, and downspouts shall be provided. Provide new roof galvanized zinc alloy gutters, downspouts and roof flashing. Materials shall be selected in regards to galvanic corrosion. Plastic or PVC gutters and downspouts or other roof accessories and materials will not be accepted.

3.4.3.8 ATTIC THERMAL INSULATION

Provide new vapor barrier and thermal insulation (160 mm, thermal conductivity group 040) on the top of the attic floor structure. Roof and wall insulation shall be continuous to eliminate thermal breaks.

3.4.3.9 ROOF SLOPE THERMAL INSULATION

Provide new vapor barrier and thermal insulation (160 mm, thermal conductivity group 040) in the roof slope above Club Room #09 and Stairwell #21. Roof and wall insulation shall be continuous to eliminate thermal breaks.

3.4.3.10 EXTERIOR METAL

Exterior metal shall be painted. Surfaces shall be scraped and cleaned of rust and dirt before painting. Paint system shall be one coat of rust inhibitive primer and two coats of finish. Finish coat paint shall be an alkyd base paint.

Color shall be as approved by the COR.

3.4.3.11 GARAGE DOOR

Existing garage door shall be demolished. New factory finished galvanized steel garage roll-up or sectional door and frames shall be provided. The Contractor shall provide all necessary hardware for manually operated garage door.

All door seams shall be sealed. Door size shall be 2.50 x 2.50 meter (width x height). The door and frame shall meet local energy saving regulations.

3.4.4 INTERIOR CONSTRUCTION WORK

3.4.4.1 INTERIOR WALLS

Provide new interior partition walls IAW functional requirements. Provide penetration openings (for example for ventilation, piping and cables) as required by other sections and drawings of this RFP. Any penetration through a wall shall be fire stopped to the fire rating of the penetrated wall.

3.4.4.2 INTERIOR WALL PLASTER

Provide new wall plaster for all new masonry walls. Patch existing plaster in the areas of interior renovations and interior window sill’s replacement.

3.4.4.3 INTERIOR WALL FINISHES - PAINT

Paint interior walls with a minimum of two coats of latex enamel paint over compatible primer. Paint shall be lead free, water resistive and open to vapor diffusion. All paint shall be washable after drying. Paint interior walls in the area of renovations except of walls with ceramic tiles. All paint colors shall be approved by COR.

3.4.4.4 INTERIOR WALL FINISHES - CERAMIC TILE

Glazed ceramic wall tiles shall be provided from floors to ceilings in all restrooms. All restroom walls shall be protected coated with elastomeric waterproofing membrane half meter high above floors. Ceramic wall tiles shall be provided on window sills in all rooms / areas to receive ceramic wall tiles. Tiles shall be installed according to manufacturer’s instructions with appropriate grout-filled joints. Color and pattern shall be selected by COR.

3.4.4.5 INTERIOR WINDOW SILLS

Provide laminated interior window sills at all windows except walls with ceramic tiles.

3.4.4.6 INTERIOR DOORS

Replace all existing doors and frames in the area of entire renovations. Provide new doors and frames for the new locker rooms and storage. Provide new single wooden doors and steel frames. All hardware shall meet the fire rating assemblies for the doors and frames. Provide standard door 45mm thickness. All doors shall have solid kick-plates.

Moisture resistant doors and door frames shall be provided for all restrooms. Contractor shall paint all interior doors and frames using one coat primer and two coats of a finish paint. Color shall be approved by COR.

3.4.4.7 DOOR HARDWARE

All hardware shall be heavy-duty. Finish shall be brushed chrome. All hardware shall be installed in accordance with the manufacturer’s published instructions. Each door must have the following hardware as a minimum:

Three metal butt hinges One floor or wall mounted doorstopper, as appropriate Lever latch handles Door closer Thresholds for all exterior doors Solid kick plate

All doors shall have a mortise lockset. Panic hardware and smoke tight fire rated doors in egress routes shall be provided as required by the life safety requirements.

3.4.4.8 GYPSUM BOARD SUSPENDED CEILINGS

Provide new moisture resistant gypsum board suspended ceilings with new substructure for Club Room #09 and Stairwell #21. Paint all gypsum board ceilings with a minimum of two coats of latex enamel paint over compatible primer. Paint shall be lead free, water resistive and open to vapor diffusion. All paint shall be washable after drying. Color shall be approved by COR.

3.4.4.9 PLASTERED CEILINGS

Patch existing plaster on undersides of concrete ceilings in the area of entire renovations. Paint all plastered ceilings with a minimum of two coats of latex enamel paint over compatible primer. Paint shall be lead free, water resistive and open to vapor diffusion. All paint shall be washable after drying. Color shall be approved by COR.

3.4.4.10 HORIZONTAL WATERPROOFING AGAINST MOISTURE FROM OUTSIDE

Apply waterproofing on all ground floor slabs in gymnasium and bathrooms. Apply liquid proof coating with fabric reinforcement corner strips in accordance with manufacturer guidelines. Apply on floors before installing new screed. The contractor should provide photographic documentation to the COR showing the application of the waterproofing material.

3.4.4.11 SCREED AND FLOOR SLABS

Remove existing flooring and screed in gymnasium, room #15 and bathrooms. Provide sound impact floor insulation and floating cement screed.

3.4.4.11.1 SCREED

Remove existing damaged screed in rooms and areas other than gymnasium, room #15 and bathrooms. Contractor shall assume that 10% of screed in rooms and areas other than gymnasium, room #15 and bathrooms is damaged. Provide sound impact floor insulation and floating cement screed.

3.4.4.12 CERAMIC TILE FLOORING

New non-slip ceramic tile flooring and baseboards shall be provided for all restrooms and new locker rooms. Color and pattern shall be accepted by COR. Ceramic tile flooring in wet rooms/areas shall be protected coated with elastomeric waterproofing membrane on the concrete slabs and turn up half meter high above floor. Tiles shall be size 30x30 cm and provided with joints of 3mm. joints shall be filled with water resistive grout. Joints between wall and floor shall NOT be filled with grout but with permanent elastic silicone. Color of grout and silicone shall match and shall be approved by COR. Install proofing layer suited for the application. Install baseboards where required.

Finished floor heights shall be on the same level as other rooms/areas of that floor for host nation handicapped requirements compliance.

3.4.4.13 NON-SLIP PVC FLOORING

New non-slip PVC flooring and baseboards shall be provided for gymnasium and room #15. Color and pattern shall be accepted by COR.

3.4.4.13.1 NON-SLIP PVC FLOORING

Remove existing linoleum and/or PVC flooring in all rooms. New non-slip PVC flooring and baseboards shall be provided for all rooms other than new locker rooms, bathrooms and areas with existing terrazzo flooring. Color and pattern shall be accepted by COR.

3.4.4.14 EXPOSED PIPES

Paint all exposed steel piping. Paint system shall be one coat of rust inhibitive primer and two coats of finish for all pipes that are not painted. Pipes that are already painted shall be cleaned and painted with adequate coats to provide uniformity with newly painted surfaces. Finish coat paint shall be an alkyd base paint. Color shall be as approved by the COR.

3.4.4.15 RESTROOM AND TOILET ACCESSORIES

Bathroom and toilet accessories as described below shall be provided. All accessories shall be white or beige color.

Toilet fixtures see Mechanical Part of this RFP.

3.4.4.16 MIRRORS

Mirrors of 6 mm minimum thickness shall be provided over each sink. Size shall be approximately 450 x 800 mm (width x height). Mirrors shall be securely fastened to the wall using mechanical fasteners, and shall not be hung or hooked. Mirrors shall have steel frames by which they are fastened to the walls.

3.4.4.17 SOAP HOLDER

One metal soap holder shall be provided for each sink, and shall be surface mounted with mechanical fasteners.

3.4.4.18 TOILET TISSUE DISPENSER

One two-roll metal toilet tissue holder shall be provided in each bathroom and toilet, and shall be surface mounted with horizontal dispensing.

3.4.4.19 PAPER TOWEL DISPENSER

Paper toilet dispensers with capacity of 450 C-fold paper hand towels each shall be provided in each bathroom and toilet, and shall be surface mounted with horizontal dispensing.

3.4.4.20 WASTE RECEPTACLE

Steel waste receptacles shall be provided one in each bathroom and toilet. Receptacles shall be designed for surface mounting or free standing, painted, with reusable liner. Capacity shall be not less than 20 Liters.

3.4.4.21 HANDICAPPED RESTROOM ACCESSORIES

Handicapped restroom accessories shall be provided for the first floor restrooms. These accessories shall meet host nation handicapped accessibility requirements.

3.4.4.22 METAL LOCKERS

Provide 40 heavy duty steel lockers (20 lockers for new male and 20 lockers for new female locker rooms). All lockers shall be double-tier with sloping hoods to prevent the collection of dust. Each locker shall be, at a minimum, 1800 H x 450 W x 450 D mm. Each locker shall have an adjustable hat shelf, three single wall hooks, and a double ceiling hook.

Lockers shall have recessed hasp that can accommodate a padlock. Anchor lockers to floors and walls. Provide one heavy duty padlock for each locker. Provide two labeled keys for each padlock.

3.4.4.23 LOCKER BENCHES

Provide 4 heavy duty wooden/steel locker benches (2 benches for new male and 2 benches for new female locker rooms). Each bench shall be, at a minimum, 400 H x 350 W x 1500 D mm. Anchor benches to floors. Locker benches shall be laminated selected hardwood, 30 mm full finished thickness. All corners are to be rounded and sanded. Surfaces shall be finished with two coats of clear lacquer. Pedestals shall consist of stainless steel tubing with stainless steel flanges welded to each end. Pedestals are to be finished to match the lockers.

3.4.4.24 INTERIOR RM #10 AND #11 WALL FINISH

Provide new gypsum board cladding and paint for existing unfinished OSB walls in rooms #10 and #11 on…