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Repair Airfield Light Poles Federal contract opportunity
Solicitation number
FA5606-10-R-0020
Issued by
Department of the Air Force Materiel Command Installation and Mission Support Center Installation Contracting Agency

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Project: VYHK 08-1007

ATTACHMENT 1

Final Design English FY10 March-2010

S P E C I F I C A T I O N S Project No.: VYHK 08-1007

Title: Repair Airfield Light Poles Design and Construction Management:

Engineering Office Spangdahlem AB

52nd CES/CEPM

Lothar Weber Building 119

54529 Spangdahlem Telephone: 06565- 61-5564 Fax.: 06565- 61-6590 e-mail: lothar.weber@spangdahlem.af.mil

Spangdahlem, March 2010 Title 1.00 General Prefatory Remarks

1.01 Work Scope:

The project comprises the modification of light poles in the airfield area. The light poles located in the area of Buildings 385, 386, 262 and 263 constitute an obstruction for the ground-controlled approach system and that is why they shall be removed and relocated. The existing light poles including the luminaires shall be dismantled complete and new luminaires shall be installed in the area of the building walls. In addition an obstruction light shall be installed on the rear exterior shelter wall of Bldg 3069.

All work shall be performed in close coordination with the responsible offices of the AB.

All work times shall be coordinated by means of a construction time schedule. The costs of the construction time schedule shall be included and will not be separately reimbursed.

1.02 Applicable Regulations:

DIN 18299 General regulations for any sort of construction work

DIN 18300 Earthwork

DIN 18338 Roofing and Roof Sealing Work

DIN 18331 Concrete and Reinforced Concrete Work

DIN VDE 100 Electrical Work

The following regulations can be read on weekdays from 0700 to 1600 hrs in the Design Section (CEPM), Bldg 119, Room 215, on Spangdahlem AB.

(1) Traffic Regulations

(AFI 31-204 IAW SAB 13-201 and Supplements) latest edition.

(2) Base Fire Protection Regulations (SABR 92-1) latest edition.

(3) Security Regulations (AFI 207-1 and Supplements) latest edition.

4) Accident prevention codes of the construction trade.

All AF accident prevention regulations and AF fire protection and AFOSH standards.

1.03 Construction Site Location:

The construction site is located in a military area, in the restricted area and is only accessible with escorts.

1.04 Base Entry Passes:

Contractor personnel can access the construction site only if they are in possession of an ID (pass) issued by the user of the real property. For each employee to be assigned to the construction site the contractor must submit the base pass submittal package handed over to him in the preconstruction meeting to the construction manager responsible for him at least 4 weeks prior to work start.

Regarding the pass request the following is to be observed:

Persons, which are not in possession of a valid pass and start work on the AB need the following documents in order to request base entry passes:

· Police certificate of conduct, max. 1 month old

· Copy of identification card

· Security questionnaire ( 6-sheets-method)

· Request for Base Entry Identification ( Form 79 )

· Residency check for Employment with the United States

Air Forces in Europe (Form 19)

· Acknowledgement of AB order

- Request for Personnel Security Action ( Form 2583 )

Persons not entitled to access the AB via passes (e.g. suppliers) must be escorted by authorized persons. Maximum 4 persons per escort can be processed in. Attention is to be paid that the escorted persons are processed out again when leaving the AB. Escort must be permanently present. Expenditure of time will not be separately reimbursed.

At least two (2) persons of each firm should have an escort permit.

Passes, which are no longer needed, shall be immediately returned to the issuing point. Loss of a pass shall also be immediately reported to that place.

Pass submittal package shall be submitted to the construction management in one copy, completely filled out.

In addition a list of all persons and firms participated in the construction project shall be submitted.

The contractor must inform his employees that they may be subject to search upon entry or exit of the AB upon request by the responsible officer. Expenditure of time will not be reimbursed.

1.05 Work Hours:

Work shall be performed during the normal work hours between 0700 and 1700 hrs. Overtimes, work at night, on Saturdays, Sundays or US holidays require approval which must be obtained at least 48 hours in advance.

US holidays are:

1st of January

3rd Monday in January

3rd Monday in February

Last Monday in May

4th of July

1st Monday in September 2nd Monday in October

11th November

3rd Thursday in November and the following Friday

25th of December

If a holiday falls on a Saturday, then the previous day will be considered as the holiday or if on a Sunday then the following day will be considered as the holiday.

1.06 Work Stoppages:

Work stoppages may occur during the performance of work due to military exercises which may occur every 90 days. Each exercise lasts from 3 to 4 days. Upon direction from the Contracting Officer the contractor will cease vehicular traffic to and from the job site and all work will be laid down. If possible, the Contracting Officer will give the contractor 72 hours notice of all military exercises.

1.07 Damage to Property of the US Government:

The contractor shall repair to original condition at his cost any damages to US Government property cause by him or his employees. Damages to any utility lines must be repaired within 12 hours. Repairs of communication cables will be performed by an approved qualified company at a cost to be reimbursed by the contractor.

1.08 Security Regulations:

The regulations of the Security Police for entry into military areas must be strictly adhered to by all employees. They may traffic only in the immediate construction area and on access and exit ways. In case of noncompliance with the regulations the employees concerned may be expelled from the military area by the security officer. Instructions by the military police shall be immediately complied with. The contractor is responsible for all personnel employed by him.

1.09 Construction Site and Access Roads:

The surfaces on which the construction site is to be mobilized and the construction material to be stored shall be coordinated with Construction Management. The construction site and work and storage areas shall be kept in an orderly condition and tidied up at the end of each work shift. The contractor may use only those roads for hauling construction material and equipment to and from the construction site which will be assigned for that purpose and in case of inevitable soiling he must immediately clean them.

1.010 Construction Waste and Reusable Construction Parts:

General

All waste and rubble shall be removed daily from the construction site.

According to the Waste Act (AbfG) waste shall be avoided and/or reduced. This means that reusable construction waste shall be recycled.

Illegal disposal of construction waste is not permitted and will be punished by severe fines. It is not permitted to dispose of construction waste on sites outside installations specially assigned for that purpose.

Self-utilization of construction waste requires the authorization by the responsible county administration. .

Since 1 June 1994, non-contaminated construction waste is not accepted anymore on county-owned disposal sites for soil and construction waste but shall be turned over to private enterprises which obtained a concession for that purpose from the County Administration. The County Administration has no influence on the prices asked by these enterprises. Information about the conditions of waste acceptance can be obtained from the waste disposal firm.

The County Administration published in due time before 1

June 1994 a list of those firms which may temporarily store or reuse uncontaminated construction waste.

Information about the conditions of waste acceptance can be obtained from:

Kreisverwaltung Bitburg-Pruem, Regiebetrieb Abfallentsorgung, Triererstr. 1, 54634 Bitburg, Tel. 06561-15-0.

Without being requested to do so, the contractor shall submit to the project engineer proof of the proper disposal at an authorized disposal site.

Reusable Construction Waste Materials:

If not contaminated, they shall be recycled. If it is material which is not cited in the following, it must be clarified with Construction Management in what form and where it shall be disposed of, unless the positions concerned contain already instructions thereto.

Masonry:

Masonry shall be broken into parts for recycling as requested by the disposal firm.

Concrete and Reinforced Concrete:

The demolished material shall be crushed as requested by the disposal firm and the reinforcement material of the reinforced concrete shall be separated from the crushed pieces.

Metals:

Metal parts shall be turned over to the scrap metal firms.

The proceeds of the scrap metal shall be taken into consideration when calculating the unit price.

Non-reusable Materials:

Non-reusable materials shall be disposed of at disposal sites which obtained a concession for them.

Performance of Demolition Work/Disposal:

Demolition work shall be carefully performed without damaging the construction elements which remain in place. Special measures which may be required to do so shall be included in the unit prices.

Demolished material shall be collected separately and also disposed of separately.

If higher disposal fees result because mixed construction waste was delivered they shall be paid by the contractor.

Construction waste in form of slabs (e.g. asbestos cement slabs, styrofoam boards or the like) shall be recovered without being destructed and then disposed of.

”Disposal” in principle means:

Transporting the demolished material to the transportation means (container), loading it and hauling it, depending on the waste type, to the corresponding disposal site.

Wood waste shall be disposed of according to the order on old forest and the stipulations of the disposal firm.

All disposal fees (disposal site costs) shall be included in the unit prices.

Non-contaminated Excavated Soil:

Disposal shall be made at the Rittersdorf disposal site or at an authorized contractor-run disposal site. If disposal is made at a contractor-run disposal site, the contractor shall furnish proof prior to the disposal that this disposal site is authorized.

Contaminated Construction Rubble and Excavated Soil:

is hauled away to a disposal site in Rittersdorf or Dudeldorf or authorized disposal firm.

Order on Packaging Material

Packing material for transportation, external packaging and sales packaging shall be taken back and recycled by the contractor at his cost in accordance with Articles 4, 5 Para 3, 6 Para 2 of the Order on Packaging Material. Noncompliance constitutes an administrative offence in the sense of Article 16 Para 1, No. 11 of the Order on Waste in connection with Article 12 of the Order on Packaging Material and will be fined in accordance with the stipulations of the Act on Administrative Offences.

1.011 Material and Work Quality:

All work described in the specifications shall in principle be offered including delivery and installation ready for operation. Therefore, terms which are self-understood like to deliver, mount, wire and connect ready for operation were omitted as far as possible. The items cited by a brand name in the specifications shall be regarded as guidelines. It not specified otherwise, the materials are evaluated according to the clause about materials and skillful performance.

1.012 Special Conditions for Construction Site:

Toilet facilities are not available. The contractor may place a chemical toilet after coordination with construction management. Resulting costs shall be included in the prices.

Water and electricity are available to the contractor at no cost. The contractor must coordinate the required connections in cooperation with the responsible AB offices.

Backflow preventers must be used at all connections to the water main of Spangdahlem AB. The US-Government cannot be held liable for damages caused and/or work stoppages due to power and water outages.

Interruptions of the power supply shall be limited to what is unavoidable and must be announced to Construction Management at the latest 72 hours in advance.

Titlel 2.00 Construction Site Mobilization 2.01 1 ea construction site shall be set up and construction site facilities shall be provided and maintained on three different locations, for all work quoted in the specifications. This includes the storage and work places, site sheds, office and material containers etc. required for the performance of the contractual work. A site installation plan based on the requirements by the US Government shall be submitted by the contractor within 4 weeks after contract award.

2.02 1 ea construction site at three different locations shall be cleared of all work specified in the aforementioned position. The areas used for the location of construction site facilities shall be restored according to their original condition. Pavements of construction roads, storage and work places etc. shall be removed.

2.03 1 ea chemical toilet shall be installed, provided and maintained for the entire construction time until completion of construction and removed after construction completion.

2.04 30 m construction fence for flat/inclined installation of construction site on paved/unpaved surface, consisting of individual elements with galvanized tubular steel frame and grid, upper edge of fence

2.00 m above ground, shall be installed, provided and maintained for three different construction sites and removed after construction completion.

2.05 8 m construction fence for flat/inclined installation of construction site on paved/unpaved surface, consisting of individual elements with galvanized tubular steel frame and grid, with foot, upper edge of fence 1.00 m above ground, shall be installed, provided and maintained. The measures are required at work in the area of est. 4 light pole foundations at different locations.

Buildings 385 and 386 3.01 2 ea poles with luminaires for street lighting including foundation and obstruction light shall be removed, pole of galvanized metal tube, conical, foot diameter est. 25 cm, height 12 m, as hinged pole with ball-and socket footing, integrated in reinforced concrete foundation, quality C 20/25, dimensions 1.5x1.5x1.5 m, foundation below asphalt surface, luminaire shall be isolated, cables shall be disconnected, foundation shall be demolished, pole and luminaire shall be removed, all demolished material shall be removed, loaded, transported and shall be recycled in the materials cycle; the costs for disposal shall be included in the unit price.

3.02 2 ea concrete shall be removed from the individual foundation, exposed in the excavation area, demolition volume up to 3 cbm, shall be demolished, loaded transported and recycled in the materials cycle; further processing costs shall be included in the unit price.

3.03 6 cbm foundation holes shall be backfilled with crushed stone and compacted after demolition of the foundation.

Required quantities of base course and top layer shall be delivered and installed, including use of TOK (joint) tape.

3.04 2 ea existing exterior luminaires as spotlights including photo cell switch at the building front shall be disconnected and removed; all demolition material shall be picked up, loaded, transported and recycled in the materials cycle; disposal costs shall be included in the unit price.

3.05 4 ea disconnections and removal of surface-mounted switches, mounted on metal walls, shall be removed including fastening material; all demolition material shall be picked up, loaded, transported and recycled in the materials cycle; disposal costs shall be included in the unit price. The connected silicone lines shall be carefully prepared for reconnection.

3.06 2 ea feeder lines of the light poles shall be disconnected from the supply in the distribution panels; safe isolation from supply shall be verified. Circuit isolation shall be safeguarded to prevent unintentional reclosing and shall be clearly protected. The existing feeder cables shall be disconnected, drawn out of the distribution panel and labeled.

3.07 2 ea feeder lines of the obstruction lights shall be disconnected from the supply in the distribution panels; safe isolation from supply shall be verified. Circuit isolation shall be safeguarded to prevent unintentional reclosing and shall be clearly protected. The existing feeder cables shall be disconnected, drawn out of the distribution panel and labeled.

3.08 2 ea feeder lines of the existing exterior lights including the photo cell switch on the wall above the building door shall be disconnected from the supply in the distribution panels; safe isolation from supply shall be verified. Circuit isolation shall be safeguarded to prevent unintentional reclosing and shall be clearly protected. The existing feeder cables shall be disconnected, drawn out of the distribution panel and labeled.

3.09 20 ea connections of rigid and flexible lines up to 5 x 2,5 sqmm on existing units, distribution panels and junction boxes, including all cable entries and all accessories.

3.10 2 ea connections of lines in existing subdistribution panels including all cable entries and all system-oriented accessories.

The existing distribution panels shall be prepared for the connection of lines. For the connection of the lines in the distribution panels, the distribution panels shall be disconnected from the supply, safe isolation from supply shall be verified. Circuit isolation shall be safeguarded to prevent unintentional reclosing, shall be clearly protected and brought again into circuit.

3.11 2 ea circuit breakers DIN 43 880 and DIN VDE 0641, nominal circuit voltage 400 V AC, with terminal cover on both sides, 1-pole, switching capacity 10 kA, tripping characteristics B, rated current 6 to 16 A. Required wiring material shall be included. Shall be furnished, installed in two different distribution panels and labeled. The circuit breakers shall be selected matching the built-in parts in the existing distribution panels.

3.12 10 ea switchboard terminal strip connections with designation strips including internal wiring conductor cross section 2,5 sqmm (phase, zero, PE), shall be delivered, mounted and connected ready for operation.

3.13 10 ea cable links, flexible, for the electrical connection of protection equipments 16 sqmm , length up to 350 mm shall be delivered including cable lugs and connected ready for operation.

3.14 8 ea steel sheet compact beamers, type series 3070, protection mode IP 65, protection class: I, FF-sign, nominal voltage: 230V AC frequency: 50 Hz, ballast: with electronic operating system (EVG = electronic ballast) and induction lamp. Ambient temperature: + 40(C at maximum.

Lamp: 1 x LMT 150 (e.g. OSRAM ENDURA).

Casing, stainless steel (V2A); works equipment arranged on easy removable metal plate.

Glass: frameless safety glass, hinged, swing-down.

Central locking: hexagon socket, width across flats 5 mm, opposite hinges.

Reflector: reflector system of surface refined highest grade aluminum.

Connection: 3-pole terminal up to 4 sqmm in lateral, covered casing part.

Cable inlet: 1 screwed gland and 1 screw-type blank cap

M25 x 1.5 (on one side).

Fastening: twist clip of stainless steel (V2A).

Dimensions: est. 650 mm x 430 mm x 205 mm.

Order type: 3070/150 ENDURA V2A-913 + SWB V2A (VÜ 6659), the type and the brand Schuch is mandatory. The luminaires shall be delivered, skillfully mounted and connected ready for operation.

3.15 8 ea adjustable mounting brackets for vertical and horizontal rotation of luminaires by 90, adjusted to the aforementioned luminaires, made of rust-free steel, for installation with wall brackets on the exterior wall of the building; the exterior wall consists of metal sandwich plates, shall be delivered and mounted in a professional manner.

3.16 2 ea photo cell switches for 230 V splash-protected surface-mounted unit, with impact resistant casing, reinforced relay, high luminous sensitivity, large wiring space.

Connected load: up to 2300 VA, switching current at maximum: AC 230 V, 10 A, cos Phi= 0.6, halogen lamps: AC 230 V, up to 2000 W, light bulbs: AC 230 V, up to 2300 W, capacitive load: 140 uF at a maximum, connection terminals: for 2.5 sqmm flexible conductor.

Setting range/switching threshold: 3 to 2000 Lux, adjustable time delay

· When switching on: est. 40 s

· When switching off: est. 100 s Protection mode: IP 54, dimensions: est. 97x80x47 mm, accessories: capacitor Article No. 542895. Design: without time delay, light grey, brand: Merten, Article No.: 544829 or equal, shall be delivered, skillfully mounted on the metal sandwich walls in a height of 7 m and connected ready for operation.

3.17 2 ea switches VDE 0620, surface-mounting design IP 54, of die-cast aluminum, with synthetic insert, as pressure switch

10 A 250 V, shall be delivered, skillfully mounted and connected ready for operation.

3.18 80 m silicone line SiHF-GLS 5 x 2.5 sqmm, with steel wire protection mesh, fine-wired, conforming to VDE 0295, class

5, temperature resistant up to 180( C, method of installation in rigid steel armored conduit including the same, shall be delivered and installed on metal walls, metal ceilings and steel structures, mounting height up to 8 m, scaffold shall be included in the Pos.

3.19 80 m silicone line SiHF-GLS 5 x 2.5 sqmm, with steel wire protection mesh, fine-wired, conforming to VDE 0295, class

5, temperature resistant up to 180( C, method of installation in rigid steel armored conduit including the same, shall be delivered and installed on cable ducts, channels, mounting height up to 8 m, scaffolding shall be included in the Pos.

3.20 80 m metal pipe for heavy mechanical stress, as hot galvanized steel armored conduit, pluggable, VDE 0605, DIN 49 020, DIN 57 605, for heavy mechanical load, nominal size M 32, open installation, on anchor rails on the metal walls, shall be delivered in sections and skillfully mounted.

3.21 10 m anchor rails of steel, hot galvanized conforming to DIN

50576 ,in sections, to provide fastenings for different units and to accommodate U-clamps for the installation of pipes on metal sandwich walls, ceilings and steel structures, including all fastening devices, shall be delivered and skillfully mounted.

3.22 4 ea connection boxes DIN VDE 0606 made of insulation material, as junction box, floor area up to 100 mm x 100 mm, with screw cover, protection mode IP 54, with 6 self-sealing glands, with required plug-in terminals 1 to 2.5 sqmm, for surface-mounting, shall be delivered mounted on concrete ceilings and connected in a professional manner.

The connection boxes shall be lettered with labels, well visible and mounted in a permanent lasting manner.

3.23 8 ea holes shall be drilled in concrete wall or ceiling with reinforcement, thickness of ceilings and/or walls up to 30 cm, installation height up to 8 m.· Diameter of drilling hole up to 20 mm; delivery to the location and/or draining and catching of cooling water as well as removing ridges and edges with a chisel are included in the scope of work. Accumulating rubble shall be removed IAW the prefatory remarks.

3.24 2 ea tests of electrical installation conforming to DIN 57100

VDE 0100 G Articles 22-24 and the “regulation on general conditions for the electrical supply of tariff customers

(AVBELTV)” as well as the Accident Prevention Codes whereby the results of the test per circuit must be entered into an inspection record and submitted in 3 copies.

3.25 1 ea putting the overall system into operation and testing for proper function. Putting into operation shall be only effected at a time when permanent operation is to follow..Instructions in installed systems and system parts of the technical personnel of the real property in German and English.

Instructions of the operating personnel of the real property in

German and English.

Buildings 262 and 263 3.26 3 cbm topsoil shall be excavated, average excavation thickness 10 cm, and stored at the side in stacks.

3.27 12 cbm soil excavation with small implements for aggravated work with mini-digger in front lawns, on transformer stations, on existing cable routes, between shrubs and bordering and areas where large implements cannot be used. Backfilling of trenches shall be performed partly manually in connection with a small implement. Excessive, displaced and soil, which cannot be used for backfilling shall be loaded, become the property of the contractor, and shall be properly disposed of.

3.28 6 cbm addition to the aforementioned soil movements for excavating and manual loading.

3.29 40 m use of a detector to locate cables and lines in the area of the cable route, exploration width est. 2 m, located lines shall be marked.

3.30 10 ea addition to the aforementioned soil movement for safeguarding existing cables and lines.

3.31 4 ea addition to the aforementioned soil movement for locating already installed DN 110 conduits.

3.32 4 cbm filling material shall be installed in the line zone, cables shall be bedded-in true to profile with materials, sand 0/4, to be furnished by the contractor, thickness of layer above and underneath the cables est. 15 cm.

3.33 40 m cable covering caps of PE-HD, standard, color red, width 180 mm, shall be delivered and installed on the sand cover of each cable.

3.34 40 m cable marking tape of weather-resistant synthetic, color yellow, with lettering “Attention low voltage cable”, shall be delivered and installed est. 0.4 m above the cable.

3.35 20 sqm stored topsoil of the US Government shall be installed true to profile. The surfaces covered with topsoil shall be accounted for. Covering in the work area of the trench, preparatory work for installation and seed-bed, possible residues of the former vegetation cover shall be treated with a rotor tiller or sorted out.

Thickness of cover est. 15 cm.

3.36 50 sqm fine subbase for lawn area, permissible deviation from evenness is 2 cm, stones of more than 5 cm in diameter and plant parts, which do not easily decay, shall be picked out, accumulating material shall be disposed of. Soil group 4 DIN 18915.

3.37 5 cbm sieved topsoil shall be furnished and installed to cover wheel tracks, unevenness etc. Covering in the work area of the trench surfaces.

3.38 40 sqm lawn sawing shall be prepared. Seeds shall be applied without de-mixing and worked in. Garbage shall be picked up if necessary and/or herbage leading in growth shall be cut out. Garbage and cut become the property of the contractor and shall be hauled away from the construction site. Sowing rate 20g/m², seeds shall be furnished by the contractor. Composition of amenity turf A RSM2/FLL.

3.39 2 ea poles with luminaires for lighting including foundation and obstruction light shall be removed, pole of galvanized metal tube, conical, foot diameter est. 25 cm, height 8 m, as light pole with davit arm, integrated in reinforced concrete foundation, quality C 20/25, dimensions 1.5x1.5x1.5 m, foundation below asphalt surface, luminaire shall be isolated, cables shall be disconnected, foundation shall be demolished, pole and luminaire shall be removed, all demolished material shall be removed, loaded, transported and shall be recycled in the materials cycle; the costs for disposal shall be included in the unit price.

3.40 4 cbm concrete shall be removed from the individual foundation, exposed in the excavation area, demolition volume up to 3 cbm, shall be demolished, loaded transported and recycled in the materials cycle; further processing costs shall be included in the unit price.

3.41 2 ea lamp feeder cables shall be protected against damage when demolishing the foundations and prepared for connection to a sleeve.

3.42 5 cbm foundation holes shall be backfilled with crushed stone and compacted after demolition of the foundation.

Required quantities of base course and top layer shall be delivered and installed, including use of TOK (joint) tape.

3.43 2 ea branch sleeves of Protolin cast resin for up to 3 cables up to NYY-J 5 x 16 sqmm, including system-bound accessories, required cable preparations, shall be furnished and mounted ready for use.

3.44 5 m plastic pipe of synthetic EN 40, flexible, for heavy mechanical load, ASCF for the protection of the cables shall be delivered in sections and installed in the are of the concrete wall.

3.45 80 m cable 0.6/1kV NYY-J 5 x 6 sqmm, shall be delivered in sections and installed in cable trench and/or conduits.

3.46 2 ea cables 0.6/1 kV NYY-J 5 x 6 sqmm shall be connected in the distribution panel, including cable lead-in into the building.

3.47 40 m armored pipe of steel, galvanized, nominal size M32, distance of clamps 25 times pipe diameter, exposed installation, including sleeves, method of installation on concrete walls with metal cladding, including all fastening material, shall be delivered and installed ready for operation.

3.48 20 ea end support sleeves of synthetic, nominal size M40 fitting the aforementioned pipes, shall be delivered and mounted ready for operation.

3.49 20 ea connection of lines up to 5 x 16 sqmm to existing units, distribution panels and junction boxes, including all cable entries and all accessories.

3.50 4 ea connection boxes DIN VDE 0606 made of insulation material, as junction box, floor area up to 100 mm x 100 mm, with screw cover, protection mode IP 54, with 6 self-sealing glands, with required plug-in terminals 1 to 2.5 sqmm, for surface-mounting, shall be delivered mounted on concrete and/or metal ceilings and connected in a professional manner.

The connection boxes shall be lettered with labels, well visible and mounted in a permanent lasting manner.

3.51 2 ea holes shall be drilled in concrete wall or ceiling with reinforcement, thickness of ceilings and/or walls up to 90 cm, installation height up to 8 m.· Diameter of drilling hole up to 20 mm; delivery to the location and/or draining and catching of cooling water as well as removing ridges and edges with a chisel are included in the scope of work. Accumulating rubble shall be removed IAW the prefatory remarks.

3.52 6 ea steel sheet compact beamers, type series 3070, protection mode IP 65, protection class: I, FF-sign, nominal voltage: 230V AC frequency: 50 Hz, ballast: with electronic operating system (EVG = electronic ballast) and induction lamp. Ambient temperature: + 40(C at maximum.

Lamp: 1 x LMT 150 (e.g. OSRAM ENDURA).

Casing, stainless steel (V2A); works equipment arranged on easy removable metal plate.

Glass: frameless safety glass, hinged, swing-down.

Central locking: hexagon socket, width across flats 5 mm, opposite hinges.

Reflector: reflector system of surface refined highest grade aluminum.

Connection: 3-pole terminal up to 4 sqmm in lateral, covered casing part.

Cable inlet: 1 screwed gland and 1 screw-type blank cap

M25 x 1.5 (on one side).

Fastening: twist clip of stainless steel (V2A).

Dimensions: est. 650 mm x 430 mm x 205 mm.

Order type: 3070/150 ENDURA V2A-913 + SWB V2A (VÜ 6659), the type and the brand Schuch is mandatory. The luminaires shall be delivered, skillfully mounted on a concrete wall with metal cladding in a height of 8m and connected ready for operation.

3.53 6 ea adjustable mounting brackets for vertical and horizontal rotation of luminaires by 90, adjusted to the aforementioned luminaires, made of rust-free steel, for installation with wall brackets on the exterior wall with metal cladding in a height of 8 m, shall be delivered and mounted in a professional manner.

3.54 2 ea photo cell switches for 230 V splash-protected surface-mounted unit, with impact resistant casing, reinforced relay, high luminous sensitivity, large wiring space.

Connected load: up to 2300 VA, switching current at maximum: AC 230 V, 10 A, cos Phi= 0.6, halogen lamps: AC 230 V, up to 2000 W, light bulbs: AC 230 V, up to 2300 W, capacitive load: 140 uF at a maximum, connection terminals: for 2.5 sqmm flexible conductor.

Setting range/switching threshold: 3 to 2000 Lux, adjustable time delay

· When switching on: est. 40 s

· When switching off: est. 100 s

Protection mode: IP 54, dimensions: est. 97x80x47 mm, accessories: capacitor Article No. 542895. Design: without time delay, light grey, brand: Merten, Article No.: 544829 or equal, shall be delivered, skillfully mounted on concrete walls with metal cladding in a height of 2 m and connected ready for operation.

3.55 2 ea cables shall be entered into an existing manhole structure, consisting of:

- Core drilling fitting DN 110 conduits, including disposal.

- Delivery and insertion of sealing packing, including all accessories fitting the DN 110 conduits for wall thickness of est. 200mm.

- Shall be stripped after drying process and shall be provided at the outside with bituminous thick coating material in an overlapping manner.

3.56 2 ea connections of lines in existing subdistribution panels including all cable entries and all system-oriented accessories.

The existing distribution panels shall be prepared for the connection of lines. For the connection of the lines in the distribution panels, the distribution panels shall be disconnected from the supply, safe isolation from supply shall be verified. Circuit isolation shall be safeguarded to prevent unintentional reclosing, shall be clearly protected and brought again into circuit.

3.57 8 ea connections of rigid and flexible lines up to 5 x 2,5 sqmm on existing units, distribution panels and junction boxes, including all cable entries and all accessories.

3.58 2 ea connection of the new luminaires to the light control consisting of a photo-cell switch, including all required wiring and clamping material, shall be skillfully mounted and

3.59 2 ea tests of electrical installation conforming to DIN 57100

(AVBELTV)” as well as the Accident Prevention Codes

Building 3069

3.60 1 ea connection of lines in existing subdistribution panels including all cable entries and all system-oriented accessories.

The existing distribution panels shall be prepared for the connection of lines. For the connection of the lines in the distribution panels, the distribution panels shall be disconnected from the supply, safe isolation from supply shall be verified. Circuit isolation shall be safeguarded to prevent unintentional reclosing, shall be clearly protected and brought again into circuit.

3.61 8 ea connections of rigid and flexible lines up to 5 x 2,5 sqmm on existing units, distribution panels and junction boxes, including all cable entries and all accessories.

3.62 1 ea circuit breaker DIN 43 880 and DIN VDE 0641, nominal circuit voltage 400 V AC, with terminal cover on both sides, 1-pole, switching capacity 10 kA, tripping characteristics B, rated current 6 to 16 A. Required wiring material shall be included. Shall be furnished, skillfully installed in the distribution panels and labeled. The circuit breakers shall be selected matching the built-in parts in the existing distribution panels.

3.63 3 ea switchboard terminal strip connections with designation strips including internal wiring conductor cross section 2,5 sqmm (phase, zero, PE), shall be delivered, mounted and connected ready for operation.

3.64 3 ea cable links, flexible, for the electrical connection of protection equipments 16 sqmm , length up to 350 mm shall be delivered including cable lugs and connected ready for operation.

3.65 50 m 80 m silicone line SiHF-GLS 5 x 2.5 sqmm, with steel wire protection mesh, fine-wired, conforming to VDE 0295, class 5, temperature resistant up to 180( C, method of installation in rigid steel armored conduit including the same, shall be delivered and installed on metal walls, metal ceilings and steel structures, mounting height up to 8 m, scaffolding shall be included in the Pos.

3.66 50 m metal pipe for heavy mechanical stress, as hot galvanized steel armored conduit, pluggable, VDE 0605, DIN 49 020, DIN 57 605, for heavy mechanical load, nominal size M 32, open installation, on anchor rails on the metal walls, including adjustment to the arch of the shelter wall/ceiling, shall be delivered in sections and skillfully mounted.

3.67 10 m anchor rails of steel, hot galvanized conforming to DIN

50576 ,in sections to provide fastenings for different units and to accommodate U-clamps for the installation of pipes on the corrugated shelter vault made of reinforced concrete and metal formwork, including all fastening devices, shall be delivered and skillfully mounted.

3.68 1 ea connection boxe DIN VDE 0606 made of insulation material, as junction box, floor area up to 100 mm x 100 mm, with screw cover, protection mode IP 54, with 6 self-sealing glands, with required plug-in terminals 1 to 2.5 sqmm, for surface-mounting, shall be delivered mounted on concrete and/or metal ceilings and connected in a professional manner.

The connection boxes shall be lettered with labels, well visible and mounted in a permanent lasting manner.

3.69 1ea hole shall be drilled in concrete wall or ceiling with reinforcement, thickness of ceilings and/or walls up to 100 cm, installation height up to 8 m.· Diameter of drilling hole up to 20 mm; delivery to the location and/or draining and catching of cooling water as well as removing ridges and edges with a chisel are included in the scope of work. Accumulating rubble shall be removed IAW the prefatory remarks.

3.70 1 ea double obstruction light with socket B22d/d Base including illuminant with 60 W 125-230 V with two omni-directional reflectors, red, with junction box and built-on changeover relay with bracket to fasten the obstruction light on a mounting pipe, including electrical connection with silicone cable SiHF-GLS 3x2.5, the lights shall be lettered as to voltage/wattage by means of a

Resopal label. The double obstruction light shall be elivered, skillfully mounted on the rear end wall of the shelter above the exhaust port in a height of est. 9m and

3.71 1 ea mounting pipe with welded-on strong mounting plate, with 4 drill holes for screws M12 for the accommodation of the aforementioned obstruction light, for vertical installation of the pipe on the rear end wall of the shelter, completely hot galvanized design.

Length of pipe est. 1 m, diameter of pipe est. 1.5 “ thickness of pipe wall est. 5 mm shall be delivered complete with waterproof dowel system and clip-on pole cap and skillfully mounted on the rear end wall of the shelter above the exhaust port.

3.72 1 ea safety scaffold for the installation of the obstruction light on the rear end wall of the shelter. The exhaust port shall be taken into account when installing the scaffold. The exhaust port in the rear area of the shelter can be set in a horizontal position to facilitate installation of the scaffold; however, the port must then be supported.

3.73 1 ea test of the electrical installation conforming to DIN 57100

(AVBELTV) “as well as the Accident Prevention Codes

4.80 1 ea putting the overall system into operation and testing for proper function. Putting into operation shall be only effected at a time when permanent operation is to follow..Instructions in installed systems and system parts of the technical personnel of the real property in German and English.

Instructions of the operating personnel of the real property in

German and English.

52 CES/CEPM, Lothar Weber
1

File details come from the government source that posted it. Updated .