19AU9026Q0010_SOW_en.pdf

U.S. Embassy in Vienna Project: Marines New Outdoor Sports Facilities – Basketball Half-Court Trade: SOW Construction Work for Sport Field and Electrical Installation

SCOPE OF WORK

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GENERAL REMARKS

General Preliminary Comments

Introduction The U.S. Embassy’s Marine’s House is located at Hartaeckerstrasse 3-7, 1190 Vienna. The two buildings were constructed in 1957. The Marine’s House is the residential complex of the U.S. Marine Security Guard Detachment.

Design architects: Henry Hill & John Kruse Associated Architects, San Francisco.

Consulting architect: Adolf Hoch, Vienna.

There are two buildings on the property, and 2 outdoor sport facilities:

- Basketball Half Court – area of construction work in this SOW

- Beach Volleyball Court – separate project

Description of the Construction Project The existing outdoor basketball half-court is at the end of its life cycle and much too small in dimensions.

The scope of work includes the demolition of the existing sports field surface and substructure, in their entirety, as well as the removal of the lighting.

Construction of a new sports field surface, including the substructure, in its entirety, as well as a new lighting system.

1. Scope of Work This scope of work includes the following tasks:

- Site Installation

- Demolition

• Demolition, removal, and disposal of the existing half-court basketball court (asphalt layer 7 x 8

m) and the basketball basket with posts.

- Excavation, oil removal and disposal of the foundation pit for new basketball half- court dimension (13mx14m = 182m²), 0.3m depth

- Demolition of the existing outdoor lighting

- Construction of a new sports court, half-court basketball court (13 m x 14 m = 182 m²)

• Preparation and installation of the subbase and base course, including drainage

• Installation of the surface layer (EPDM rubber surfacing or equivalent)

• Installation of point foundations for 1 basketball hoop and 4 LED light poles

• Installation of 1 height-adjustable basketball hoop and 4 LED light poles, including wiring/rewiring

• Laying of concrete lawn edging stones

• Painting lines

• Final cleaning

2. Sequence of Applicability Contract documents apply in the following sequence:

1. Written order (purchase order or contract)

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2. Text of the Tender Specifications (General remarks and technical comments before specifications)

3. Project drawings, technical specifications and Project time-schedule

3. Validity of the standards For this project the specialist technical AUSTRIAN STANDARDS are applicable in the version stated at the time of awarding the contract. US codes and standards shall apply to construction if specially named in the item specification or if the guidelines are requiring a higher grade of quality.

4. Reservations – Modifications – Alternatives Insofar as the bidder wishes to present reservations, modifications, or alternatives to the performance specification, these are to be enclosed in an accompanying letter to the quotation.

The new final sum must be immediately evident on opening the enclosed letter.

For similar type plant parts, for which brand and type are optional, uniform brands are to be offered to simplify the storage of spare parts and maintenance.

5. Execution periods For completion of the work given to the contractor, the agreed execution periods apply.

Indicative schedule: 5 weeks continuous, Fall 2026 If, for reasons which the contractor has to justify- deadlines are postponed then a new schedule is to be drawn up. After their announcement these new periods acquire the same legal effectiveness as the originally agreed deadlines.

Beginning of Execution: within 2 weeks after notice to proceed End of Execution: 5 weeks after beginning of execution Special requirements:

• The work will be carried out while the facility remains in operation and in the presence of the residents, who should not be disturbed during the construction work

• USG Security regulations

• Clearance process for employees, cars, tools and material on site

• Safety and protective measures

6. Basics of contract In the event of being appointed to do the work, the legal contract provisions of the U.S. Government apply. In detail these provisions can be seen or requested at the Procurement / Contracting Office of the U.S. Embassy.

For the technical regulations of this tender the German Version is valid in due consideration of the severability clause.

Any supply requirements of the bidder himself are not recognized for the fulfillment of this contract.

7. Compensation, Liquidated damages If the agreed deadlines are not met, the client is entitled to enforce compensation claims (“Liquidated Damages”) in accordance with the legal contractual requirements.

8. Warranty, Defects The contractor is liable for perfect execution of the normal presupposed and contractually

3 | P a g e necessitated work as well as for the perfect quality of all constructional substances and materials which are used by him. If materials are provided by the client, the contractor must check then for suitability.

The warranty period is 3 years and begins with the day of final acceptance of work by the Site Manager.

Within the guarantee period, faults which arise – as well as any consequential damages due to faults – are to be corrected immediately and, at the latest, 14 days after request. If danger is imminent, the fault correction is to be carried out immediately.

If such a request is not complied with, the client is entitled to have these faults corrected by a third party at the cost and risk of the contractor.

9. Bonds For orders with a contractual Total of EUR 70,000.00 (excl. VAT) or above, a bond in the amount of 20% of the contractual Total is to be deposited by the contractor in form of an abstract bank guarantee letter of a recognized local or foreign banking institute.

10. Payment After awarding, the Contractor must forward a detailed calculation of his offer to the COR. The actual quantities and materials delivered and implemented are billed. The entire work is to be invoiced for by means of a final invoice incl. a detailed cost statement after completion of the work and fault-free acceptance.

The Contractor shall provide invoices as the work progresses based on the percentage of work completed to date. If it is determined that the amount billed is incorrect, the principal will request the Contractor to submit a revised invoice.

The Contractor shall specifically identify his last invoice "Final Invoice." The Final invoice shall include the remaining payment claimed to be due under the basic contract and all modifications issued, if any. The final invoice should also have the Contractor's Release of Claims Certificate Form, Warranties, and any additional final submittals.

The payment conditions apply in priority as in the written order.

11.Pricing The bidder’s price is for the complete, proper, appropriate, and professional, ready to use workmanship, including all material, even if not specifically mentioned and beyond basics, manpower and associated services, in particular the following:

All machinery, tools, equipment, scaffolding, lifting gear, cranes, safeguarding and protection measure, all packaging, transportation, storage, manipulation, and disposal.

Protection of already built elements from dirt and damage until acceptance, the establishment, maintenance, opening and closing and dismantling of transport routes and openings, all correction and adaptive work to adjacent components, regardless of the execution time inclusive all waste and material consumption and all appropriate action needed to prevent harassment, of e.g. neighbors.

12. Performance of work By signing the offer, the contractor confirms that he has all the required materials, manpower, proven experience, devices, and equipment – as well as the required knowledge and skills-, to be able to carry out the stipulated work expertly and on schedule.

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The usage of manpower and machinery must be adapted to the particular requirements of the construction progress.

The contractor will be responsible for site cleanup daily. Work schedules shall be arranged to not interfere with normal housing operations. Any delays or stoppage in work as requested by the Embassy will not result in additional costs to the embassy. All contractor employees will follow the rules, regulations, and requirements of the Embassy. The contractor assumes all liabilities associated with this work. The contractor is responsible for verifying all details, measurements, and quantities necessary for this work and shall be responsible for unforeseen circumstances and costs resulting from any inaccuracies. All aspects of this work will meet the international, Austrian and US building code standards and or requirements.

13. Collaboration of several contractors Each contractor is obliged to seek coordination and agreement with the other contractors working on the construction site.

14. Duty of checking on-site conditions The contractor must check on-site conditions and advanced work from other contractors in regard of scheduled completion and quality and in case of problems must inform the client timely.

Before the start of the production of components, the corresponding dimensions must be taken in good time, workshop drawings prepared and submitted to the client for approval.

15. Law, Contract disputes For the fulfilling of this contract, U.S. law applies. Contract disputes will be dealt with in accordance with the U.S. “Contract Disputes Act of 1987, as amended (U.S.C. 601-613)”.

16. Partial allocation - Billing It is possible that various tendered sub-tasks are, at the decision of the principal, not executed or executed at a different timeframe. The contractor cannot make any additional demands whatsoever, from this and must complete the remaining work at the unit prices which apply, based on the tender.

The actual quantities and materials delivered and implemented are billed.

17. Passing on of the contract – Subcontractors The passing on of the complete contract is not permitted:

The transfer of parts of the contract to subcontractors is permitted, insofar as this is common in the branch and the consent of the ordering party has in all cases been obtained beforehand.

In all cases, the purchaser remains solely responsibly towards the ordering party and is liable for his subcontractors.

18. Building site inspection Before formulating the quotation, the bidder must obtain adequate information about the condition of the building site, the access and storage possibilities as well as other local peculiarities.

19. Security Regulations Reference is made to the special security regulations for work to be done in buildings of the Embassy of the United States of America. Personnel, intended for employment in the work are to be subjected to a

5 | P a g e security check by the Embassy's Security Department. For this, it is necessary to send in the appropriate forms with the personal details two weeks before the start of the work at the latest.

The client reserves the right to reject personnel of the contractor without giving reasons and without any rights accruing to the contractor from this.

The contractor must comply with all Austrian and US Embassy safety rules and regulations. All necessary safety procedures will be incorporated in this project and associated work. Personnel must always use safety equipment. Failure to comply with this requirement will stop work by order of the COR.

20. Secrecy The contractor commits himself to keep information which he receives in connection with the carrying out of the project and will commit his employees, subcontractors and people employed in performance of his obligations, to handle all information which come to them as strictly confidential.

The client retains the right to legal action and claims for compensation in the event of a breach of this condition of contract.

21. Escorting of personnel by the client Work groups which work under the attendance of a security escort of the U.S. Embassy can only always move freely in the work area in this respect as there must be an overview over the entire work group.

Security instructions of the supervisory personal must be obeyed immediately. The number of workers which can work at one time on the project is dependent on the number of supervisory agents and laid down by the client.

Difficulties because of these security regulations are to be calculated into the unit prices. Except for work interruptions ordered by the client, additional demands due to hindrances are excluded.

22. SAM—registration For orders with a contractual Total of US$ 30,000.00 (incl. VAT) or above, registration in Sam (system of award management) id required prior to assignment.

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TECHNICAL COMMENTS FOR GENERAL CONTRACTOR

1. Under this contract, the contractor assumes full and unlimited responsibility both for the right choice and processing of best possible, defect-free materials and for proper and professional workmanship.

The services shall be performed in compliance with all relevant Austrian Standards (ÖNORMEN), laws and regulations (e.g. health and safety at work acts, Occupational Health and Safety Regulation for Construction Workers etc.), regulatory requirements, laws and circulars, the guidelines, descriptions, processing instructions and data sheets of the plants and the recognized trade and technical rules, as amended. US codes and standards shall apply to construction if specially named in the item specification or if the guidelines are requiring a higher grade of quality.

2. In accordance with this scope of work, Contractor shall furnish all labor, materials, supervision, equipment, insurance, taxes, overhead and all things and services necessary to complete all the work and trades required.

The execution to be performed includes all services, even if they are no longer expressly mentioned in the specifications or plans, i.e. they also include substructures, anchor materials, etc. as well as all related ancillary services. All parts must be offset and adjusted in correct position.

All components shall be supplied and mounted in the highest quality possible and in accordance with the latest technological advances.

3. Contractor is responsible for safety and shall comply with all local labor laws, regulations, customs, and practices pertaining to labor, safety, and similar matters. The Contractor shall promptly report all accidents resulting in lost time, disabling, or fatal injuries to the COR.

Contractor shall be and remain liable to the Embassy in accordance with applicable law for all damages to the Embassy caused by the Contractor's negligent performance of any of the services furnished under this contract. The rights and remedies for the Embassy provided for under this contract are in addition to any other rights and remedies provided by law.

4. Contractor shall prepare and submit a Project Safety Plan [PSP] to address the schedule of the project.

The PSP are intended to document the entire project from beginning to end. Additional Safety Measeures according to the US American FAR 52.236-13, DOSAR Accident Prevention clause 652.236- 70, & EM385-1-1 Version 2014 are listed in the next paragraph.

5. Quality Requirements If the tender document issued by the purchaser provides examples of products, the tenderer shall prove, upon request by means of certificates issued by an accredited inspection or supervision body, the equal quality of offered equivalent products if the purchaser has doubts in that respect. If the tenderer fails to prove the equal quality of these products, the products named by the purchaser in the tender document shall be used at the tender price.

6. Duties of Inspection and Warning The Contractor shall review the specifications and the enclosed drawings and other planning documents and inform the Customer in writing about any defects identified and about its concerns about the provided type of execution and the services not included in the specifications as can be expected from its know-how when applying due diligence.

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7. Permits, Opinions The Contractor shall obtain in due time the official permits required for the execution of its works at no charge to the principal (e.g. parking permit, excavation work, permit for protection of public areas, access to and storage of materials, building permits, structural analyses, noise protection opinions etc.).

The Contractor shall furthermore obtain the consent of neighbors for works affecting their rights. The costs arising in this connection will not be paid separately but must be included in the offered prices.

Contractor is responsible for obtaining any additional off compound storage areas required (e.g.

Loading zone, crew container unit)

Contractor shall always keep the work area free from accumulation of waste materials. Upon completing construction, Contractor shall remove all temporary facilities and leave the project site in a clean and orderly condition acceptable to the COR.

8. Compatibility, materials:

All the materials to be used must be resistant to all known local pollutant emissions and their solvents or water compounds.

The Contractor also must detect and guarantee (including certificates and testing) the chemical compatibility of used materials, ingredients and resources with each other, so that any damage or loss of quality is reliably prevented.

The frost resistance of the material for the place of use is ensured by the contractor.

9. Pricing:

The bidder’s price is for the complete, proper, appropriate and professional, ready-to use workmanship, including all material, even if not specifically mentioned and beyond basics, manpower and associated services, in particular the following:

- All machinery, tools and equipment, scaffolding, lifting gear, cranes, safeguarding and protection measures

- All packaging, transportation, storage and manipulation, disposal

- Manually added services in earthworks, section-by-step approach under special caution, care -Difficulties which arise from the proximity to buildings or parts of buildings or safety measurements -Leveling and compacting of all bases to the intended level or the inclination planed -Site safety installations, which shall be made in a manner that the protection of third parties are guarantied

- Difficulties or additional expenses for e.g. arches and curved designs and added expenses for snow and ice, height, danger and other surcharges.

- Working in bounded areas as well as blending, sealing- fastening- materials and weather-resistant design of all parts and details.

- Junctions and all measures to protect against the weather conditions of all work in progress.

- All taking measurements, constructing details and other services, and transferring them to the plans for the execution.

- Taking natural dimensions and drawing up detailed design and execution plans according to natural dimensions.

- Protection of already built elements from dirt and damage until acceptance.

- The establishment, maintenance, opening and closing and dismantling of transport routes and openings, working areas, etc. acc. to requirement, including all backup and protection measures.

- Applying to adjacent components of any kind

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- The compensation of unevenness within tolerances of previous work and all adjacent components.

- All connection and adapting work to adjacent components, regardless of the execution time inclusive all waste and materials consumption.

- Structural calculations (if necessary) at all structural relevant units

The prices include all deliveries and services, which are not specifically mentioned even if they exceed the provisions of the ÖNORMs when they are usually necessary for the proper and complete and ready-to-use execution.

Electricity and water used for the construction can be obtained free of charge from the in-house supply lines for the principal.

10. Special Conditions -The US-American guidelines for accessibility (ABA Standards) apply.

- Taking natural dimensions is mandatory.

- Exemplary plan sketches and generic details from the attachments are not execution plans.

The contractor is responsible for preparing structural calculations, as well as the execution and work planning according to natural dimensions.

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Additional Safety Measures according to the US American FAR 52.236-13, DOSAR Accident Prevention clause 652.236-70, & EM385-1-1 Version 2014

(Start of clause)

652.236-70 ADDITIONAL SAFETY MEASURES (OCT 2017)

In addition to the safety/accident prevention requirements of FAR 52.236-13, Accident Prevention Alternate I, the contractor shall comply with the following additional safety measures.

(a) High risk activities.

If the project contains any of the following high-risk activities, the contractor shall follow the section in the latest edition, as of the date of the solicitation, of the U.S. Army Corps of Engineers Safety and Health manual, EM 385-1-1, that corresponds to the high risk activity. Before work may proceed, the contractor must obtain approval from the COR of the written safety plan required by FAR 52.236-13, Accident Prevention Alternate I (see paragraph (f) of this clause), containing specific hazard mitigation and control techniques.

(1) Scaffolding.

(2) Work at heights above 1.8 meters.

(3) Trenching or other excavation greater than one (1) meter in depth.

(4) Earth-moving equipment and other large vehicles.

(5) Cranes and rigging.

(6) Welding or cutting and other hot work.

(7) Partial or total demolition of a structure.

(8) Temporary wiring, use of portable electric tools, or other recognized electrical hazards.

Temporary wiring and portable electric tools require the use of a ground fault circuit interrupter (GFCI) in the affected circuits; other electrical hazards may also require the use of a GFCI.

(9) Work in confined spaces (limited exits, potential for oxygen less than 19.5 percent or combustible atmosphere, potential for solid or liquid engulfment, or other hazards considered to be immediately dangerous to life or health such as water tanks, transformer vaults, sewers, cisterns, etc.);

(10) Hazardous materials - a material with a physical or health hazard including but not limited to, flammable, explosive, corrosive, toxic, reactive or unstable, or any operations, which creates any kind of contamination inside an occupied building such as dust from demolition activities, paints, solvents, etc.; or

(11) Hazardous noise levels as required in EM 385-1 Section 5B or local standards if more restrictive.

(b) Safety and health requirements.

The contractor and all subcontractors shall comply with the latest edition of the U.S. Army Corps of Engineers Safety and Health manual EM 385-1-1, or OSHA 29 CFR part 1910 or 1926 if no EM 385-1-1 requirements are applicable, and the accepted contractor's written safety program.

(c) Mishap reporting.

The contractor is required to report immediately all mishaps to the COR and the contracting officer. A “mishap” is any event causing injury, disease, or illness, death, material loss or property damage, or incident causing environmental contamination. The mishap reporting requirement shall include fires, 10 | P a g e explosions, hazardous materials contamination, and other similar incidents that may threaten people, property, and equipment.

(d) Records.

The contractor shall maintain an accurate record on all mishaps incident to work performed under this contract resulting in death, traumatic injury, occupational disease, or damage to or theft of property, materials, supplies, or equipment. The contractor shall report this data in the manner prescribed by the contracting officer.

(e) Subcontracts.

The contractor shall insert this clause, including this paragraph (e), with appropriate changes in the designation of the parties, in subcontracts.

(f) Written program.

The plan required by paragraph (f)

(1) of the clause entitled “Accident Prevention Alternate I” shall be known as the Site Safety and Health Plan (SSHP) and shall address any activities listed in paragraph (a) of this clause, or as otherwise required by the contracting officer/COR.

The SSHP shall be submitted at least 10 working days prior to commencing any activity at the site.

(2) The plan must address developing activity hazard analyses (AHAs) for specific tasks. The AHAs shall define the activities being performed and identify the work sequences, the specific anticipated hazards, site conditions, equipment, materials, and the control measures to be implemented to eliminate or reduce each hazard to an acceptable level of risk. Work shall not begin until the AHA for the work activity has been accepted by the COR and discussed with all engaged in the activity, including the Contractor, subcontractor(s), and Government on-site representatives.

(3) The names of the Competent/Qualified Person(s) required for a particular activity (for example, excavations, scaffolding, fall protection, other activities as specified by EM 385-1-1) shall be identified and included in the AHA. Proof of their competency/qualification shall be submitted to the contracting officer or COR for acceptance prior to the start of that work activity. The AHA shall be reviewed and modified as necessary to address changing site conditions, operations, or change of competent/qualified person(s).

(End of clause)

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BUILDING CONSTRUCTION - SPECIFICATION OF CONSTRUCTION WORK

01 Z Construction Site Overhead Costs Version 023 (2025-12)

Unless otherwise specified in the preliminary remarks or item descriptions, the provisions of Service Group 01 Construction Site Overhead Costs as set forth in the Building Construction Service Book (LB HB) and the relevant OE standards apply.

01.11 Z Summary of Construction Site Overhead Costs

011104 Z Site Installation Setting up, maintaining and clearing the site for all companies involved in the renovation work Installation of the building site including Team container, sanitary container, chemical toilet (and it’s regular exchange), traffic signs etc. for the own work and subcontractor work, including the securing of the construction site, protection of the remaining items, tools and suchlike and bring them into a functional status including moving it to another place if needed.

Maintenance of the construction site equipment, dismantling and removal of the entire construction site equipment.

1 Flat Rate Unit price EP ……………… Item price PP ………………

01.1201 Z Special construction site costs.

01.1201C Z Contractor’s construction drawings/work plans For the preparation of the construction drawings/work plans (site plan, floor plan, section, detailed drawings, electrical installation plan for exterior lighting) by the contractor (AN) The plans and documents shall be submitted in duplicate, both in hard copy and digitally (as DWG and PDF files), in sufficient time to allow for review prior to the commencement of work.

1 Flat Fee Unit Price UP ……………… Item price PP ………………

01.1201D Z Special costs: zero-line, surveying + contractor’s plans For surveying and marking the reference zero line for the construction site, the elevations and slopes of structural elements, as well as the new ground level resulting from changes to lawn areas.

The authorized civil engineer (ZT) commissioned by the contractor will be notified to the client immediately after the contract is awarded. The plans and documents will be provided in duplicate, both in paper form and digitally (as DWG and PDF files), in a timely manner so that they can be reviewed before the work is carried out.

1 Flat Fee Unit Price EP ……………… Item price PP ………………

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01.1202 Z Security for the construction site and construction workers

01.1202D Z Security during working hours by a security service During normal working hours, all day, continuously, by a certified security guard service. Outside of the building, in the construction zone, for the duration of the entire construction work, from the start of construction to completion. Assumption 5 weeks, 9 hours per day.

225 hours Unit price EP ……………… Item price PP………………..

01.1203 AZ Special Costs: On-Site Construction Management by Contractor + Documentation For the granting of local construction site management by the contractor (AN), bilingual (German, English). The tasks mainly include, but are not limited to

- Organization, control, and supervision of the construction work from the start of construction to the completion of the construction project.

- Coordination of the construction process and the trades to ensure smooth execution

- Monitoring of execution according to plan to ensure compliance with quality, costs, and schedule

- Monitoring of compliance with occupational health and safety regulations and ensuring a safe working environment for all parties involved.

- Monitoring of compliance with all relevant building regulations, standards, and laws.

- Keeping a construction logbook, the completion report, and preparing measurements in German and English

- Communication and coordination with the client and reporting to the client

- All tasks of the local construction site management not specifically mentioned here that are necessary for defect-free completion.

- The local construction site manager must check and monitor the construction work on site daily, or several times a day, or all day - as required. Communication with the client (in writing and verbally) and documentation must be in German and English. Appropriate evidence for the planned employee must be provided with the offer.

1 flat rate Unit price EP ……………… Item price PP ………………

Construction site overhead costs

Baustellengemeinkosten

SUM EUR

EUR Subtotal excl. VAT

Zwischensumme ohne UST

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02 Z Demolition Version 023 (2025-12)

Unless otherwise specified in the preliminary remarks or item descriptions, the provisions of Service Group 02 Demolition as set forth in the Building Construction Service Book (LB HB) and the relevant OE standards apply.

In the following, the term “disposal” refers to the loading, removal, recycling, landfilling, or disposal of construction debris.

1. Demolition, Removal:

The terms “demolition” or “stripping” mean that the client does not anticipate reusing the material.

2. Removal, Dismantling:

The terms “removal” or “dismantling” refer to the careful removal or dismantling of materials for the purpose of reuse.

3. Recycling or Landfilling:

Construction waste is generally recycled. If this is not possible for economic or technical reasons, construction waste is properly disposed of in a landfill.

4. Prohibited Contamination Due to Manipulation During Construction Operations:

Construction operations must be organized in such a way that the total pollutant content and leachates of the excavated and demolition material are not adversely altered to an impermissible degree.

The contractor shall ensure that the excavated soil is contaminated by construction operations with no more than a total of 5 percent of the volume of mineral construction waste. The contractor shall bear any costs arising from such changes (e.g., contributions for contaminated sites under the Contaminated Sites Remediation Act).

5. Transportation:

Transportation shall be carried out in compliance with any necessary permits and regulations.

6. Documentation:

Confirmation that the Contractor (AN) has transferred the construction waste to authorized waste collectors shall be provided to the Client (AG) upon request.

7. Material Groups and Code Numbers:

• Concrete demolition (Code 31427)

• Asphalt demolition (Code 31410 or Code 54912)

• Treated wood waste (Code 17201 or Code 17202)

• Untreated wood waste (Code 17201 or Code 17202)

• Metal waste (SN 35103 or SN 35105)

• Construction site waste (SN 57118 or SN 57119 or SN 91206, 91207, 91401)

• Mineral construction debris (SN 31409)

• Synthetic mineral fibers/mineral wool (KMF) (SN 31416) as non-hazardous waste

• Polystyrene such as EPS (SN 57108) as non-hazardous waste

• Polystyrene such as XPS (SN 57108) as non-hazardous waste

• Artificial mineral fibers/mineral wool (KMF) (SN 31437g) as hazardous waste (g.A)

• Polystyrene such as XPS (SN 57108-77g) as hazardous waste (g.A)

• Asbestos waste (SN 31412g or 31437g)

• Waste paper, paper, and cardboard, uncoated (SN: 18718)

• Waste paper, paper, and cardboard, uncoated, classified as hazardous waste (g.A.) (SN: 18718

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7.1 Hazardous Waste (g.A):

If hazardous waste is unexpectedly encountered, the client will be notified and a separate arrangement will be agreed upon.

Only those quantities that do not originate from sources for which the contractor is responsible (e.g., used oil from its equipment or vehicles) will be included in the invoice.

8. Temporary Storage:

Temporary storage refers to storage within the construction site area. It therefore also includes transport to the temporary storage location and proper storage.

Temporary storage areas must be provided and cleared before handover.

Unless already specified in the request for proposals, the location for interim storage shall be determined in agreement with the client.

9. Services Included in the Unit Prices:

The following services are included in the unit prices (in addition to the ancillary services specified in

ÖNORM):

- Scaffolding for components up to 3.2 m in height

- Labeling and carefully storing disassembled components

- breaking them down, if necessary, for transport

- Removing components while taking the greatest possible care to protect the remaining parts and the underlying surface

- Temporary storage on the construction site, if necessary

- Regulatory requirements regarding noise control and dust control

- The use of containers (waste disposal logistics)

- Restoration of the areas provided by the client for the temporary storage of demolition or excavated material upon completion of the construction work

- All fees and charges (e.g., contaminated site contribution)

- Organization (method and route of transport)

- Removal and disposal of construction debris/waste materials during the dismantling or removal of building components

10. Measurement and Billing Rules:

Demolition, chipping, and chiseling are always billed based on the solid, unbroken state of the components (the volume of the components prior to their demolition). For demolition items, the specified assumptions regarding the quantities of various construction debris are deemed agreed upon for billing purposes, regardless of any under- or over-quantities or the actual type of material.

11. Scope of Services: Demolition + Loading/Transport + Recycling/Landfilling/Disposal (ULG 02.91 not part of the contract): If ULG 02.91 is not part of the contract, “demolition” or “stripping” is understood to include the following scope of services:

- Demolition or removal, including loading, hauling, recycling, landfilling, or disposal, and points 1 through 10 of this LG preliminary note.

- The Contractor shall choose between recycling, landfilling, or disposal in accordance with statutory provisions.

- Ownership of the demolished material transfers to the Contractor upon the first loading, provided that reuse by the Client is not part of the contract.

12. Scope of Services: Demolition + Loading (ULG 02.91 is part of the contract): Unless otherwise specified in individual line items and provided that ULG 02.91 is part of the contract, “demolition or removal” is understood to include the following scope of services:

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- Demolition or removal, including loading and items 1 through 10 of this LG preliminary note.

- The Contractor shall choose between recycling, landfilling, or disposal in accordance with statutory provisions.

- Ownership of the demolished material transfers to the Contractor upon the first loading, provided that reuse by the Client is not part of the contract and without prejudice to compensation for transportation, recycling, landfilling, or disposal.

02.11 Z Demolition of Foundations and Walls

Masonry thicknesses in shell construction dimensions are billed in their solid state, plus 2 cm for each plastered or tiled side.

02.1101 Demolition of foundations (demol.).

02.1101D Demolition of unreinforced concrete foundation Made of unreinforced concrete. Concrete demolition 2.4t/m3 Applies to foundations for outdoor lighting and basketball pole system.

3 m³ Unit price EP ……………… Item price PP ………………

02.18 Demolition of outdoor facilities

02.1801 Z Lawn edging

including the removal or demolition of any foundation strips.

021801A Z Demolition of lawn edging Small-format elements made of concrete and natural stone.

30 m Unit price EP ……………… Item price PP ………………

02.1811 Z Unreinforced (Unre.) concrete slabs

(e.g., for roads, courtyards, and curb paving), regardless of the size of the individual areas or the strength of the concrete, demolition (demol.). The thickness is specified in the item description.

02.1811A Demolition of unreinforced concrete slabs, min. 10 cm

60 m² Unit price EP ……………… Item price PP ………………

02.1820 Flagpoles, light poles, and similar structures, regardless of length, weight, or material, with an outer diameter of up to 15 cm, measured 1 m above ground level and at least 10 cm below the adjacent ground level; cutting off (including disposal of resulting construction debris).

02.1820C Cutting down a basketball pole to 15 cm Disposal including the backboard and basket, in all parts.

1 piece Unit price EP ……………… Item price PP ………………

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02.1820D Z Steel tube pole with floodlight, 6 m high Demolition of steel tube masts with floodlights, up to 6 m high, in all parts, removal, and disposal.

Disconnect and sever electrical cables from the power grid beforehand.

2 pieces Unit price EP ……………… Item price PP ………………

Demolition Work

Abbrucharbeiten

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03 Clearing, Excavation, Safety Measures, and Deep Foundations

Unless otherwise specified in the preliminary remarks or item descriptions, the provisions of Service Group 03—Clearing, Excavation, Support, and Deep Foundations—as set forth in the Building Construction Service Book (LB HB) and the relevant OE standards apply.

1. Soil Classes, Slope:

Services are described for terrain slopes of up to 20 percent. Slope specifications are given as the ratio of height to projected length in the plan view.

The basis of the contract is the documentation provided by the client (e.g., soil investigations, borehole profiles, or soil reports; described subsoil layers [soil conditions]; and the terrain features depicted in the plan).

Documentation is carried out in accordance with ÖNORM.

2. Recycling or Landfilling:

Construction waste is generally recycled. If this is not possible for economic or technical reasons, construction waste is disposed of properly.

2.1 Prohibited Contamination Resulting from Tampering During Construction Operations:

Construction operations shall be carried out in such a way that the total pollutant content and leachates from the excavated and demolition material are not adversely altered to an impermissible degree.

The contractor shall ensure that the excavation material is not contaminated by construction operations with more than a total of 5 percent of its volume consisting of mineral construction waste.

The contractor shall bear any costs arising from such changes (e.g., contributions for contaminated sites under the Contaminated Sites Remediation Act).

2.2 Documentation:

Confirmation that the Contractor (AN) has transferred the construction waste to authorized waste collectors shall be provided to the Client (AG) upon request.

2.3 Separation: The separation of excavated material and construction waste shall be carried out in accordance with the Construction Materials Recycling Ordinance.

2.4 Transfer of Ownership:

Ownership of the excavated material shall pass to the Contractor upon the first loading, provided that reuse by the Client is not part of the contract and without prejudice to payment under ULG 03.91 items for transportation, recycling, landfilling, or disposal.

3. Temporary Storage:

Temporary storage refers to storage within the construction site area. It therefore also includes transportation to the temporary storage site and proper storage.

Temporary storage areas must be provided and cleared prior to handover.

Unless already specified in the request for proposals, the location for temporary storage shall be determined in agreement with the Client.

4. Transportation:

Transportation shall be carried out in compliance with any necessary permits and regulations.

5. Services Included in the Calculation:

The following services (in addition to the ancillary services specified in ÖNORM) are included in the unit prices:

- Removal of individual obstacles with a volume of up to 0.1 m³

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- Loading of excavated or demolition material - Any temporary storage - Regulatory requirements regarding noise control and dust control (to be clarified by the contractor prior to submitting the bid) -the restoration of areas provided by the client for the temporary storage of demolition or excavated material upon completion of the construction work - fees and charges (e.g., contaminated site contribution) - organization (conveyance method and route) - the separation and removal of materials that are not, only partially, or suitable for further recycling

6. Scope and Billing Rules:

Prices apply regardless of the method of execution (e.g., manual or mechanical).

6.1 Depth Stages:

Bidding and billing for excavated material, shoring, and foundations are based on vertical sections and not on individual layers. Work is measured from zero to the specified depth (total depth)

03.02 Excavation of Construction Pit (Pit)

1. Services Included in the Calculation:

The following describes open pits. 1.1 The following services are included in the unit prices (in addition to the ancillary services specified in ÖNORM): - removal of wooden supports (e.g., wooden logs) up to 30 cm in circumference - preparation of the rough subgrade (+/-10 cm)

2. Measurement and Billing Rules:

Excavation is measured in vertical sections from the existing ground surface (e.g., after removal of the topsoil or after breaking up a bound base course) down to the bottom of the excavation. Work areas (slope angles) shall be determined by mutual agreement with the client no later than the start of work, in compliance with the Construction Workers’ Safety Ordinance

03.0202 Topsoil (AKL-O)

03.0202B Topsoil (AKL-O) b.30cm zw.

Remove or push aside a layer up to 30 cm thick and temporarily store it on the construction site. The area removed is billed.

182 m² Unit price EP ……………… Item price PP ………………

03.04 Soil Replacement

If the location and thickness of the unsuitable soil layers deviate from the dimensions specified in the plans, an agreement will be reached with the client, and any changes will be finalized before work begins.

03.0401 Soil replacement with compactable material.

In already excavated, flat areas, compactable graded material (round or angular grains) is placed in layers no more than 50 cm thick, graded to a longitudinal slope of , and compacted. The item description specifies the value of the soil compaction to be achieved.

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03.0401A Soil Replacement 250 kN/m²

60 m³ Unit price EP ……………… Item price PP …………………

03.06 Safety Measures

1. Services Included in the Unit Prices:

The following services are included in the unit prices (in addition to the ancillary services specified in ÖNORM): - the installation, maintenance, and removal of earth retaining structures, as well as any necessary bracing and anchoring

2. Measurement and Billing Rules:

Bidding and billing are based on vertical sections. Work is described from zero to the specified depth (total depth).

03.0604 Z Temporary Barriers, Enclosures

Mobile modular construction fence, b x m high, for the temporary demarcation of construction site areas, shrubbery, and green spaces, including precast bases and necessary gate elements, to be provided and installed by the Contractor in accordance with a separate instructions from the client, to be provided and erected by the Contractor.

03.0604A Z Mobile construction fence, 2.00 m high To be supplied and installed by the Contractor. The installed length of the fence is billed per running meter

100 m Unit price EP ……………… Item price PP ………………

03.060B Z EV Mobile construction fence, 2.00 m high Contingency item. To be provided by the Contractor. The erected length of the fence is billed per running meter and calendar month in units.

100 units Unit price EP ……………… Item price PP *********

03.91 Transport, recycling, or disposal of excavated material

03.91 05 Transport, recycling, or disposal of loaded excavated material (pit) (transport/recycling/disposal), at the contractor’s discretion.

03.9105A Z Transport/Recycling/Landfilling of Excavated Material from Pit, Pure m³ For pure excavated material that complies with the requirements for soil excavation landfills as specified in the Landfill Ordinance. Soil excavation material disposed of at a soil excavation landfill (SNR 31411-29 to 32

60 m³ Unit price EP ……………… Item price PP ………………

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03.9107 Z Surcharge on the “Transport” and “Disposal” items for excavated material to be removed for recycling or disposal that exceeds the requirements for soil excavation landfills (chemical limit values or foreign constituents) as specified in the Landfill Ordinance.

Billing is based on documentation of proper recycling or disposal (e.g., WKO construction waste documentation form).

Construction-related difficulties are covered by the unit prices.

03.9107J Z Az EV Excavated Soil Inert Waste >30%min, >3%org, <=50%bf Contingency item. For material that does not meet the requirements for soil excavation landfills but does meet those for inert waste landfills.

This item applies to material that

• contains more than 30 percent by volume of mineral components not native to the soil or

• more than 3 percent by volume of organic non-soil constituents but

• no more than 50 percent by mass of non-soil constituents (soil code number)

25t Unit price EP ……………… Item price PP *********

Clearing vegetation, excavation, securing, and deep foundations

Roden, Baugrube, Sicherungen und Tiefgründungen

TOTAL EUR

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06 Site Development, Infrastructure

Unless otherwise specified in the preliminary remarks or item descriptions, the following provisions apply to all services in this group:

1. Soil classes, slope:

Services are described for terrain slopes of up to 20 percent. Slope specifications are given as the ratio of height to projected length in the plan view.

The contract is based on the documents provided by the client (e.g., soil investigations, borehole profiles, or soil reports; described subsoil layers [soil conditions]; and the terrain features depicted in the plan).

The documentation is prepared in accordance with ÖNORM.

2. Recycling or Landfilling:

Construction waste is generally recycled. If this is not possible for economic or technical reasons, construction waste is disposed of properly.

2.1 Prohibited Contamination Due to Manipulation During Construction Operations:

Construction operations are designed such that the total pollutant content and leachates of the excavated and demolition material are not unduly and adversely altered.

The contractor shall ensure that the excavated material is not contaminated by construction operations with more than a total of 5 percent of the volume of mineral construction waste.

The contractor shall bear any costs arising from such changes (e.g., contributions for contaminated sites under the Contaminated Sites Remediation Act).

2.2 Documentation:

Confirmation that the Contractor (AN) has transferred the construction waste to authorized waste collectors shall be provided to the Client (AG) upon request.

2.3 Separation: The separation of excavated material and construction waste shall be carried out in accordance with the Recycling Construction Materials Ordinance.

2.4 Transfer of Ownership:

Ownership of the excavated material shall pass to the Contractor upon the first loading, provided that reuse by the Client is not a part of the contract and without prejudice to any compensation for transportation, recycling, landfilling, or disposal.

3. Temporary Storage:

Temporary storage refers to storage within the construction site area. It therefore also includes transportation to the temporary storage site and proper storage.

Temporary storage areas must be provided and cleared prior to handover.

Unless already specified in the request for proposals, the location for temporary storage shall be determined in agreement with the Client.

4. Transportation:

Transportation shall be carried out in compliance with any necessary permits and regulations.

5. Services Included in the Calculation:

The following services (in addition to the ancillary services specified in ÖNORM) are included in the unit prices:

- Removal of individual obstacles with a volume of up to 0.1 m³

- Loading of excavated or demolition material - Any temporary storage - Regulatory requirements regarding noise control and dust control (to be clarified by the contractor prior to submitting the bid) -

22 | P a g e the restoration of areas provided by the client for the temporary storage of demolition or excavated material upon completion of the construction work - fees and charges (e.g., contaminated site contribution) - organization (conveyance method and route) - the separation and removal of materials that are not, only partially, or suitable for further recycling

6. Scope and Billing Rules:

Prices apply regardless of the method of execution (e.g., manual or mechanical).

6.1 Depth Stages:

Bidding and billing for excavated material, shoring, and foundations are based on vertical sections and not on individual layers. Work is described from zero to the specified depth (total depth).

06.01 Trenches for Pipelines and Manholes

1. Definitions:

This sub-work group describes the following trenches and shafts:

- for wastewater systems

- for drainage pipes

- for water supply systems

- for gas supply systems - for district heating systems

- for electric power supply systems

- for telecommunications supply systems

2. Services Included in the Calculation:

The following describes outdoor…