123

2005 Germany UPB Update - Euro Based USAREUR

Item Cost Code UnitCost UMAssoc. Surcharge

Item Description - English / German

EARTHWORK Div: 00Sec: 00-0 Standard specifications 00-00PR-01 Standard specifications LB 600

00-00PR-0101 0.00If the specifications involve the requirement e.g. for dismantling, removing or replacing materials/components, the contractual scope of work shall also include the loading and/or unloading of the waste to be disposed of from the point of dismantling up to the storage area on the jobsite depicted by the COR or in the premises as well as storing and sorting as directed by the COR.

Sec: 00-1 Topsoil 00-11- Stripping of topsoil

00-11-010 Stripping of topsoil incl. vegetable ground cover,

00-11-01001 to be transported and stored, 00-11-0100101 16.10max. transportation distance 15 m. m300-11-0100102 17.50Transportation distance more than 15 to 50 m. m300-11-0100103 18.90Transportation distance more than 50 to 500 m. m300-11-0100104 19.80Transportation distance more than 500 to 1,000 m. m3

00-11-01002 to be transported and stockpiled,00-11-0100201 23.00max. transportation distance 15 m. m300-11-0100202 24.40Transportation distance more than 15 to 50 m. m300-11-0100203 25.80Transportation distance more than 50 to 500 m. m300-11-0100204 26.70Transportation distance more than 500 to 1,000 m. m3

00-11-011 Stripping of topsoil incl. vegetable ground cover, by hand,

00-11-01101 to be transported and stored, 00-11-0110101 69.00max. transportation distance 15 m. m300-11-0110102 82.80Transportation distance more than 15 to 50 m. m3

00-11-01102 transported and stockpiled, 00-11-0110201 75.70max. transportation distance 15 m. m300-11-0110202 89.50Transportation distance more than 15 to 50 m. m3

00-12- Placement of topsoil 00-12-012 Stored topsoil, to be placed true-to-profile,

00-12-01201 incl. loading and transporting, max. thickness 10 cm,00-12-0120101 17.50max. transportation distance 15 m. m300-12-0120102 19.80Transportation distance more than 15 to 50 m. m300-12-0120103 22.10Transportation distance more than 50 to 500 m. m300-12-0120104 23.00Transportation distance more than 500 to 1,000 m. m3

00-12-01202 incl. loading and transporting, thickness more than 10 to 20 cm.00-12-0120201 16.10max. transportation distance 15 m. m300-12-0120202 18.40Transportation distance more than 15 to 50 m. m300-12-0120203 20.70Transportation distance more than 50 to 500 m. m300-12-0120204 21.60Transportation distance more than 500 to 1,000 m. m3

00-12-01203 incl. loading and transporting, thickness more than 20 to 30 cm.00-12-0120301 14.70max. transportation distance 15 m. m300-12-0120302 17.00Transportation distance more than 15 to 50 m. m300-12-0120303 19.30Transportation distance more than 50 to 500 m. m300-12-0120304 20.30Transportation distance more than 500 to 1,000 m. m3

00-12-013 Stored topsoil, to be placed true-to-profile, by hand.

00-12-01301 incl. loading and transporting, max. thickness 10 cm.00-12-0130101 55.20max. transportation distance 15 m. m300-12-0130102 64.40Transportation distance more than 15 to 50 m. m3

00-12-01302 incl. loading and transporting, thickness more than 10 to 20 cm.00-12-0130201 50.60max. transportation distance 15 m. m300-12-0130202 59.80Transportation distance more than 15 to 50 m. m3

Data Date:12/01/2005

All Prices Listed Are: Euro Page 1 of 1077

Div 00 EARTHWORK

Prepared Under Contract to US Army Corps of Engineers




00-12-01303 incl. loading and transporting, thickness more than 20 to 30 cm. 00-12-0130301 46.00max. transportation distance 15 m. m300-12-0130302 55.20Transportation distance more than 15 to 50 m. m3

00-12-014 Furnish topsoil

00-12-01401 to be transported and stockpiled. 00-12-0140101 23.00- m3

00-12-01402 to be placed true-to-profile, 00-12-0140202 40.50Max. placement thickness 10 cm. m300-12-0140203 38.20Placement thickness more than 10 to 20 cm. m300-12-0140204 35.90Placement thickness more than 20 to 30 cm. m3

00-12-01403 to be placed true-to-profile, by hand, 00-12-0140302 64.40Max. placement thickness 10 cm. m300-12-0140303 59.80Placement thickness more than 10 to 20 cm. m300-12-0140304 55.20Placement thickness more than 20 to 30 cm. m3

00-12-015 Provide subgrade of the topsoil area

00-12-01501 permissible deviation from the nominal height +/-3 cm. 00-12-0150101 1.40--- m3

Sec: 00-2 Soil of building pits, foundations 00-21- Excavate building pits

00-21-020 Excavate soil for building pit, true-to-profile,

00-21-02001 Excavation to be stored outside the building pit, excavation depth up to 1.75 m. 00-21-0200101 27.60Soil class 2. m300-21-0200102 20.70Soil class 3 and 4. m300-21-0200103 25.30Soil class 5. m300-21-0200104 32.20Soil class 6. m3



00-21-02004 Excavation to be loaded, excavation depth up to 1.75 m, 00-21-0200401 28.50Soil class 2. m300-21-0200402 21.60Soil class 3 and 4. m300-21-0200403 26.20Soil class 5. m300-21-0200404 33.10Soil class 6. m3



00-21-021 Excavate soil for building pit, true-to-profile, by hand.

00-21-02101 Excavation to be stored outside the building pit, excavation depth up to 1.75 m.



Div 00 EARTHWORK





00-21-0210101 73.60Soil class 2. m300-21-0210102 66.50Soil class 3 and 4. m300-21-0210103 82.80Soil class 5. m300-21-0210104 101.00Soil class 6. m3

00-21-02102 Excavation to be loaded, excavation depth up to 1.75 m 00-21-0210201 78.20Soil class 2. m300-21-0210202 71.10Soil class 3 and 4. m300-21-0210203 87.40Soil class 5. m300-21-0210204 106.00Soil class 6. m3

00-22- Foundation, to be excavated 00-22-022 Excavate soil for foundations, true-to-profile,

00-22-02201 Excavation to be stored aside, excavation depth up to 0.8 m, 00-22-0220101 21.60Soil class 3 and 4. m300-22-0220102 32.20Soil class 5. m300-22-0220103 36.80Soil class 6. m3


00-22-02203 Excavation to be loaded, excavation depth up to 0.8 m, 00-22-0220301 25.30Soil class 3 and 4. m300-22-0220302 34.50Soil class 5. m300-22-0220303 40.50Soil class 6. m3


00-22-023 Excavate soil for foundations, true-to-profile,





00-23- Soil placement 00-23-024 Stored soil, to be placed true-to-profile,

00-23-02401 incl. loading, transporting and compacting in layers, deformation modulus EV2 min. 45 MN/m2. 00-23-0240101 13.80max. transportation distance 15 m. m300-23-0240102 16.10Transportation distance more than 15 to 50 m. m300-23-0240103 18.40Transportation distance more than 50 to 500 m. m300-23-0240104 19.30Transportation distance more than 500 to 1,000 m. m3

00-23-02402 as backfilling of buildings/building parts, incl. loading, transporting and compacting in layers, deformation modulus EV2 min. 45 MN/m2.

00-23-0240201 16.10max. transportation distance 15 m. m3



Div 00 EARTHWORK





00-23-0240202 18.40Transportation distance more than 15 to 50 m. m300-23-0240203 20.70Transportation distance more than 50 to 500 m. m300-23-0240204 21.60Transportation distance more than 500 to 1,000 m. m3

00-23-025 Stores oil, to be placed true-to-profile, by hand.

00-23-02501 incl. loading, transporting and compacting in layers, deformation modulus EV2 min. 45 MN/m2. 00-23-0250101 52.70max. transportation distance 15 m. m300-23-0250102 61.90Transportation distance more than 15 to 50 m. m3

00-23-02502 as backfilling of buildings/building parts, incl. loading, transporting and compacting in layers, deformation modulus EV2 min. 45 MN/m2.

00-23-0250201 57.30max. transportation distance 15 m. m300-23-0250202 66.50Transportation distance more than 15 to 50 m. m3

Sec: 00-3 Soil of traffic areas 00-31- Soil stripping

00-31-030 Soil for traffic areas, to be loosened true-to-profile, stored aside.

00-31-03001 Stripping depth up to 0.3 m, 00-31-0300101 25.80Soil class 2. m300-31-0300102 18.90Soil class 3 and 4. m300-31-0300103 23.50Soil class 5. m300-31-0300104 30.40Soil class 6. m3



00-31-031 Soil for traffic areas, to be loosened true-to-profile, stored aside, by hand.




00-31-032 Soil for traffic areas, to be loosened true-to-profile, loaded,


00-31-03202 Stripping depth up to 0.5 m, 00-31-0320201 25.80Soil class 2. m300-31-0320202 18.90Soil class 3 and 4. m3



Div 00 EARTHWORK





00-31-0320203 23.50Soil class 5. m300-31-0320204 30.40Soil class 6. m3


00-31-033 Soil for traffic areas, to be loosened true-to-profile, loaded, by hand.




00-32- Soil placement 00-32-034 Soil stored aside, to be placed in layers.

00-32-03401 compacted, deformation modulus EV2 min. 45 MN/m2. 00-32-0340101 15.90Max. placement thickness 30 cm. m300-32-0340102 13.80Placement thickness more than 30 to 50 cm. m300-32-0340103 11.30Placement thickness more than 50 to 80 cm. m3

00-32-035 Soil stored aside, to be placed in layers, by hand.

00-32-03501 compacted, deformation modulus EV2 min. 45 MN/m2, 00-32-0350101 48.10Max. placement thickness 30 cm. m300-32-0350102 52.70Placement thickness more than 30 to 50 cm. m300-32-0350103 57.30Placement thickness more than 50 to 80 cm. m3

Sec: 00-4 Soil of trenches 00-41- Excavate pipe trenches

00-41-040 Excavate soil for pipe trenches, true-to-profile,

00-41-04001 Excavation to be stored aside, excavation depth up to 1.25 m, 00-41-0400101 36.80Soil class 2. m300-41-0400102 23.00Soil class 3 and 4. m300-41-0400103 32.20Soil class 5. m300-41-0400104 36.80Soil class 6. m3



00-41-04004 Excavation to be loaded, excavation depth up to 1.25 m,



Div 00 EARTHWORK





00-41-0400401 46.00Soil class 2. m300-41-0400402 32.20Soil class 3 and 4. m300-41-0400403 41.40Soil class 5. m300-41-0400404 46.00Soil class 6. m3





00-41-041 Excavate soil for pipe trenches, true-to-profile, by hand.





00-42- Excavate cable trenches 00-42-042 Excavate soil for cable trenches, true-to-profile,

00-42-04201 Excavation to be stored aside, bottom width up to 0.4 m, 00-42-0420101 38.20Soil class 2. m300-42-0420102 24.40Soil class 3 and 4. m300-42-0420103 35.00Soil class 5. m300-42-0420104 40.50Soil class 6. m3

00-42-04202 Excavation to be stored aside, bottom width up to 0.4 m, 00-42-0420201 36.80Soil class 2. m300-42-0420202 23.00Soil class 3 and 4. m3



Div 00 EARTHWORK





00-42-0420203 33.60Soil class 5. m300-42-0420204 39.10Soil class 6. m3

00-42-04203 Excavation to be loaded, bottom width up to 0.4 m, 00-42-0420301 39.10Soil class 2. m300-42-0420302 25.30Soil class 3 and 4. m300-42-0420303 35.90Soil class 5. m300-42-0420304 41.40Soil class 6. m3


00-42-043 Excavate soil for cable trenches, true-to-profile, by hand.





00-43- Excavate exploratory trenches 00-43-044 Excavate soil for exploratory trenches, true-to-profile, by hand,

00-43-04401 Excavation to be stored aside, excavation depth up to 0.8 m, 00-43-0440101 69.00Soil class 3 and 4. m300-43-0440102 84.90Soil class 5. m3



00-43-04404 Excavation to be loaded, excavation depth up to 0.8 m, 00-43-0440401 70.60Soil class 3 and 4. m300-43-0440402 86.40Soil class 5. m3



00-44- Obstacles in trenches



Div 00 EARTHWORK





00-44-045 Demolish and load obstacles in trenches, 00-44-04501 75.00of masonry. m300-44-04502 100.00of concrete. m300-44-04503 200.00of reinforced concrete. m3

00-45- Soil placement 00-45-046 Soil stored aside to be placed in trenches,

00-45-04601 7.80to be compacted in layers, deformation modulus EV2 min. 45 MN/m2. m3

00-45-047 Soil stored aside, to be placed in trenches, by hand. 00-45-04701 33.10to be compacted in layers, deformation modulus EV2 min. 45 MN/m2. m3

00-45-048 Soil to be furnished and placed in trenches 00-45-04801 27.60to be compacted in layers, deformation modulus EV2 min. 45 MN/m2. m3

00-45-049 Soil to be furnished and placed in trenches, by hand 00-45-04901 55.20to be compacted in layers, deformation modulus EV2 min. 45 MN/m2. m3

Sec: 00-5 Miscellaneous 00-51- Subgrade to be provided and foundation bed to be compacted

00-51-050 Provide subgrade of the foundation bed 00-51-05001 1.65permissible deviation from the nominal height +/-3 cm. m3

00-51-051 Compact foundation beds 00-51-05101 0.50in building pits, deformation modulus EV2 min. 45 MN/m2. m300-51-05102 0.65in trenches, deformation modulus EV2 min. 45 MN/m2. m3

00-51-052 Compact base for traffic areas 00-51-05201 0.45deformation modulus EV2 min. 45 MN/m2. m3

00-52- Excessive soil 00-52-060 Transport soil of the COR,

00-52-06001 incl. loading and dumping in the premises of the COR. 00-52-0600101 5.50Transportation distance more than 50 to 500 m. m300-52-0600102 6.45Transportation distance more than 500 to 1,000 m. m300-52-0600103 8.30Transportation distance more than 1000 to 5,000 m. m300-52-0600104 11.50Transportation distance more than 5000 to 10,000 m. m3

00-52-06002 without loading and dumping in the premises of the COR. 00-52-0600201 4.60Transportation distance more than 50 to 500 m. m300-52-0600202 5.50Transportation distance more than 500 to 1,000 m. m300-52-0600203 7.35Transportation distance more than 1000 to 5,000 m. m300-52-0600204 10.60Transportation distance more than 5000 to 10,000 m. m3

00-53- Sand bedding, cable warning tape 00-53-070 Sand bed for cables

00-53-07001 36.80support thickness min. 10 cm, covering min 10 cm. m3

00-53-071 Marking of the cable route with warning tape 00-53-07101 0.50-- m3

00-54- Cable conduits 00-54-075 Cable conduits in existing trenches

00-54-07501 6.00single-layer. m00-54-07502 7.00multi-layer with distance holders. m00-54-07503 10.00single-layer with 4-duct pipe divider. m00-54-07504 11.00multi-layer with distance holders and 4-duct pipe divider. m

00-55- Trench sheeting 00-55-080 Provide trench sheeting

00-55-08001 as horizontal/vertical standard sheeting, including rental and removal. 00-55-0800101 29.90max. wall height 3 m. m2



Div 00 EARTHWORK





00-55-0800102 39.10max. wall height 4 m. m2

00-55-08002 as plank sheeting with type-approved sheeting units, including rental and removal. 00-55-0800201 17.50max. wall height 3 m. m200-55-0800202 24.00max. wall height 4 m. m2

Sec: 00-6 Miscellaneous - Earthwork 00-606- Disposal of Topsoil

00-606-0100 Strip top soil in accordance with DIN 18300, load and haul away, free for disposition of the contractor, medium depth of excavation 20 cm.

00-606-0100 4.57- m

00-607- Protection of Trees 00-607-0100 Protection of trees by means of anchored squares made of lumber (poles & boards), furnished and

removed. Latitudinal side 2 m, 4 poles, minimum width at top 10 cm, minimum length 4 m, connected by boards, at least 20 mm thick and 20 cm wide, 3 boards above each other.

00-607-0100 51.57- ea

00-608- Cutting and Clearing of Roots and Branches 00-608-0100 Cut uncovered roots or parts of roots at round area above ground, load resulting matter, transport and

haul away, diameter up to 20 cm, cover cut with suitable means (special wax etc.) 00-608-0100 12.56- ea

00-608-0200 Cut branch in professional manner and cover cut with suitable means (special wax etc.) Remove and dispose of cut material.

00-608-0200 11.21- ea

00-609- Soil Preparation And Maintenance 00-609-0100 Soil improvement of the surfaces to be planted by milling in 10 l/m styromull flakes and 30 g/m

organic-mineral fertilizer. Fine grading of the entire area, including removal of large stones and other foreign particles, in the border areas by hand.

00-609-0100 2.30- m

00-610- Lawn 00-610-0100 Provide lawn by milling, removal of stones and fine grading of the topsoil, seed mixture suitable for the

site, including harrowing and smoothing, and first 3 cuts. The area must show even growth, and bare spots or spots where grass growth has not occurred shall be reseeded. After the first cut, roll again during dry weather; after the third cut, fertilize with organic-mineral fertilizer, 20 g/m. Water sufficiently during growing time. The following standard seed mixtures for the embankments, borders of traffic areas and re-cultivated areas shall be used (proportion in percentage by weight): Type, Standard, Range

00-610-0101 6.39Agrostis tenuis, 10 (5-15) m00-610-0102 6.39Festuca Ovina, 35, (25-45) m00-610-0103 6.39Festuca rubra commutata, 20, (10-30) m00-610-0104 6.39Festuca rubra rubra, 20, (10-30)

(including for trichophylla) m

00-610-0105 6.39Lolium perenne, 5 m00-610-0106 6.39Poa pratensis, 10, ( 5-15) m

00-611- Shrubs / Trees 00-611-0100 Shrubs / Ground Covers (furnishing and planting included)

00-611-0101 11.76Spiraea Little Princess, spiraea, shrubs, 2 x replanted, with ball, 20-30. ea00-611-0102 11.76Ribes alpinum Schmidt, Alpine currant, shrubs, 2 x replanted, without ball, 8-12 sprouts, 40-60. ea00-611-0103 117.60Juniperus chinensis Pfitzeriana, Chinese juniper, 3 x replanted, with ball, 80-100. ea00-611-0104 41.93Parthenocissus tricuspidata Veitchii, Virginia climber, sol., 3 x replanted, with ball, 80-100. ea00-611-0105 58.80Polygonum, knotgrass, sol., 3 x replanted, with ball, 150-200. ea00-611-0106 19.43Rubus odoratus, raspberry, shrubs, 2 x replanted, 60-100. ea00-611-0107 61.36Laburnum Vossii, laburnum, shrubs, 3 x replanted, with ball, 100-125. ea00-611-0108 17.90Cotoneaster multiflorus, cotoneaster, shrubs, 2 x replanted, 100-150. ea00-611-0109 16.87Cornus sanguinea, bloodtwig dogwood, shrubs, 2 x replanted, 100-150. ea00-611-0110 14.83Symphoricarpos x chenaultil, Chenault coralberry, shrubs, 2 x replanted, without ball, 40-60. ea00-611-0111 14.32Rosa multiflora, shrub rose, 2 x replanted, without ball, 100-150. ea00-611-0112 42.44Spiraea vanhouttei, vanhoutte spiraea, shrubs, 3 x replanted, with ball, 80-100. ea



Div 00 EARTHWORK





00-611-0113 48.57Prunus serrulata Amanogawa, 3 x replanted, in container, 100-125. ea00-611-0114 11.76Lonicera pileata, 2 x replanted, with ball, 30-40. ea00-611-0115 14.83Hedera helix Arborescens, 2 x replanted, with ball, 30-40. ea

00-611-0200 Trees (furnishing and planting included) 00-611-0201 1,073.71Furnish Ulmus glabra, elm, high trunks, 6 x replanted, without ball, 18-20. ea00-611-0202 1,073.71Fraxinus excelsior Diversifolia, European ash, high trunks, 3 x replanted, without ball, 18-20. ea00-611-0203 1,124.84Betula papyrifera, paper birch, high trunks, 3 x replanted, with ball, 18-20. ea00-611-0204 1,022.58Malus Professor Sprenger, crab apple, sol., 4 x replanted, with ball, 300-350. ea

00-611-0300 Miscellaneous Work 00-611-0301 11.76Provide soil saucers in the area of the trees to be planted. When completion care is finished (1 year),

the depressions shall be leveled, the mulch layer shall be worked in, including grass sowing in these areas.

ea

00-611-0302 2.56Planting area care to acceptance: Hoeing, remove stones, weeds, waste, recut crown spread of trees, lawn edges, water during dry periods, fertilize with organic-mineral fertilizer 40 g/m, incl manual and incidental work: 3 work cycles/1,100 m = 3,300 m.

m

00-611-0303 11.76After the last working cycle, a mulch layer of rotten bark chips, percentage of wood under 7% of the total amount, shall be installed, installation thickness 7 cm, measured when settled.

m

00-612- Geotextile 00-612-0100 Furnish and workmanlike install erosion control net (geotextile) to avoid the washing away of humus and

seed from freshly prepared banks and slopes. Weight/m : approx. 500 g, Material : 100% jute, Construction :10 warp threads per 10 cm, 10 filling threads per 10 cm. Consisting of heavy, narrow-meshed, biological jute fabric, fastening on U-shaped, 22 cm long clasps of steel wire as complete service including all incidental work and cutout work in the planting areas.

00-612-0100 35.79- m



Div 00 EARTHWORK





SEWER WORK Div: 06Sec: 06-0 Standard specifications 06-00PR- Standard specifications LB 706

06-00PR-01 If the specifications involve ... 06-00PR-0101 0.00If the specifications involve the requirement e.g. for dismantling, removing or replacing materials /

components, the contractual scope of work shall also include the loading and/or unloading of the waste to be disposed of from the point of dismantling up to the storage area on the jobsite depicted by the COR or in the premises as well as storing and sorting as directed by the COR.

----

06-00PR-41 Earthwork and sheeting work wi ... 06-00PR-4101 0.00Earthwork and sheeting work will be remunerated separately. ----

Sec: 06-1 Sewers of pipes and fittings 06-11- Stoneware

06-11-010 Stoneware pipe DIN EN 1610 of pipes DIN EN 295,

06-11-01001 connecting system F, in trenches without sheeting and bracing, 06-11-0100101 28.60DN 100 up to_150. m

06-11-01002 connecting system F, in trenches with sheeting and bracing, 06-11-0100201 31.20DN 100 up to_150. m

06-11-01003 connecting system C, load-bearing capacity class 160, in trenches without sheeting and bracing, 06-11-010302 40.40DN 200. m

06-11-0100303 60.80DN 250. m06-11-0100304 75.20DN 300. m06-11-0100305 107.00DN 350. m06-11-0100306 126.00DN 400. m

06-11-01004 connecting system C, load-bearing capacity class 160, in trenches with sheeting and bracing, 06-11-0100402 43.50DN 200. m06-11-0100403 63.90DN 250. m06-11-0100404 79.30DN 300. m06-11-0100405 115.00DN 350. m06-11-0100406 134.00DN 400. m

06-11-01005 connecting system C, load-bearing capacity class 200, in trenches without sheeting and bracing, 06-11-0100505 128.00DN 350. m06-11-0100506 148.00DN 400. m

06-11-01006 connecting system C, load-bearing capacity class 200, in trenches with sheeting and bracing, 06-11-0100605 135.00DN 350. m06-11-0100606 155.00DN 400. m

06-11-01007 connecting system C, load-bearing capacity class 240, in trenches without sheeting and bracing, 06-11-0100702 46.50DN 200. m06-11-0100703 73.60DN 250. m06-11-0100704 93.10DN 300. m

06-11-01008 connecting system C, load-bearing capacity class 240, in trenches with sheeting and bracing, 06-11-0100802 49.60DN 200. m06-11-0100803 76.70DN 250. m06-11-0100804 97.20DN 300. m

06-11-01009 connecting system E, in trenches without sheeting and bracing, 06-11-0100901 28.60DN 100 up to_150. m

06-11-01010 connecting system E, in trenches with sheeting and bracing, 06-11-0101001 31.20DN 100 up to_150. m

06-11-01011 connecting system E, load-bearing capacity class 240, in trenches without sheeting and bracing, 06-11-0101102 40.40DN 200. m06-11-0101103 60.80DN 250. m06-11-0101104 75.20DN 300. m



Div 06 SEWER WORK





06-11-01012 connecting system E, load-bearing capacity class 240, in trenches with sheeting and bracing, 06-11-0101202 43.50DN 200. m06-11-0101203 63.90DN 250. m06-11-0101204 79.30DN 300. m

06-11-012 Break up stoneware piping,

06-11-01201 incl. fittings in trenches incl./without sheeting and bracing, 06-11-0120101 7.20DN 100 up to_150. m06-11-0120102 7.70DN 200. m06-11-0120103 10.20DN 250. m06-11-0120104 12.30DN 300. m06-11-0120105 14.30DN 350. m06-11-0120106 17.90DN 400. m

06-11-014 Pipe cutting at stoneware pipes,

06-11-01400 Pipe cutting at stoneware pipes, 06-11-0140001 3.60DN 100 up to_150. Each06-11-0140002 5.10DN 200. Each06-11-0140003 7.20DN 250. Each06-11-0140004 10.20DN 300. Each06-11-0140005 12.30DN 350. Each06-11-0140006 15.30DN 400. Each

06-11-020 Stoneware bend (B) DIN EN 295, as surcharge,

06-11-02001 connecting system F, 15, 30, 45 degrees, 06-11-0200101 19.90DN 100 up to_150. Each

06-11-02002 connecting system C, load-bearing capacity class 160, 15, 30, 45 degrees, 06-11-0200202 57.30DN 200. Each06-11-0200203 76.20DN 250. Each06-11-0200204 99.20DN 300. Each

06-11-02003 connecting system C, load-bearing capacity class 240, 15, 30, 45 degrees, 06-11-0200302 67.50DN 200. Each06-11-0200303 105.00DN 250. Each06-11-0200304 129.00DN 300. Each

06-11-02004 connecting system E, 15, 30, 45 degrees, 06-11-0200401 19.90DN 100 up to_150. Each

06-11-02005 connecting system E, load-bearing capacity class 240, 15, 30, 45 degrees, 06-11-0200502 52.20DN 200. Each

06-11-022 Stoneware branch (A) DIN EN 295, 45 degrees, as surcharge,

06-11-02201 connecting system F/F, 06-11-0220101 15.90DN 100/100. Each06-11-0220102 20.50DN 125/100 to 125/125. Each06-11-0220103 24.50DN 150/100 to 150/150. Each

06-11-02202 connecting system C/C, load-bearing capacity class 160, 06-11-0220204 25.60DN 200/100 to 200/200. Each06-11-0220205 50.10DN 250/200. Each06-11-0220206 76.70DN 300/200. Each

06-11-02203 connecting system C/C, C/F, load-bearing capacity class 240, 06-11-0220304 41.90DN 200/100 to 200/200. Each06-11-0220305 81.80DN 250/200. Each06-11-0220306 112.00DN 300/200. Each

06-11-02204 connecting system E/E, 06-11-0220401 15.90DN 100/100. Each06-11-0220403 22.50DN 150/100 to 150/150. Each

06-11-02205 connecting system E/E, load-bearing capacity class 240, 06-11-0220504 32.20DN 200/100 to 200/200. Each



Div 06 SEWER WORK





06-11-024 Stoneware compact branch (AK) DIN EN 295, 45 degrees, as surcharge

06-11-02401 connecting system C/F, load-bearing capacity class 160, 06-11-0240101 37.80DN 200/150. Each06-11-0240102 74.10DN 250/150. Each06-11-0240103 82.80DN 300/150. Each

06-11-02402 connecting system C/F, load-bearing capacity class 240, 06-11-0240201 48.10DN 200/150. Each06-11-0240202 103.00DN 250/150. Each06-11-0240203 115.00DN 300/150. Each

06-11-026 Stoneware compact branch (AK) DIN EN 295, 90 degrees, as surcharge

06-11-02601 connecting system C/C, load-bearing capacity class 160, 06-11-0260104 118.00DN 400/150. Each06-11-0260105 123.00DN 400/200. Each

06-11-02602 connecting system C/C, C/F, load-bearing capacity class 200, 06-11-0260204 179.00DN 400/150. Each06-11-0260205 189.00DN 400/200. Each

06-11-028 Stoneware taper piece (UE) DIN EN 295, as surcharge,

06-11-02801 connecting system F/F, 06-11-0280101 17.90DN 100/125 to_100/150. Each

06-11-02802 connecting system C/C, F/C, load-bearing capacity class 160, 06-11-0280202 29.70DN 150/200. Each06-11-0280203 37.30DN 200/250. Each06-11-0280204 53.70DN 250/300. Each

06-11-02803 connecting system E/E, 06-11-0280301 20.50DN 100/125 to_100/150. Each

06-11-02804 connecting system E/E, load-bearing capacity class 240, 06-11-0280402 35.80DN 150/200. Each

06-11-030 Stoneware joint piece-inlet (GZ) DIN EN 295, as surcharge,

06-11-03001 connecting system F, 06-11-0300101 14.80DN 150. Each

06-11-03002 connecting system C, load-bearing capacity class 160, 06-11-0300202 30.70DN 200. Each06-11-0300203 38.40DN 250. Each06-11-0300204 54.70DN 300. Each06-11-0300205 74.10DN 350. Each06-11-0300206 89.00DN 400. Each

06-11-03003 connecting system C, load-bearing capacity class 200, 06-11-0300305 86.90DN 350. Each06-11-0300306 102.00DN 400. Each

06-11-03004 connecting system C, load-bearing capacity class 240, 06-11-0300402 39.90DN 200. Each06-11-0300403 58.80DN 250. Each06-11-0300404 77.20DN 300. Each

06-11-032 Stoneware joint piece-outlet (GA) DIN EN 295, as surcharge,


06-11-03202 connecting system C, load-bearing capacity class 160, 06-11-0320202 33.20DN 200. Each06-11-0320203 44.00DN 250. Each06-11-0320204 57.30DN 300. Each06-11-0320205 89.00DN 350. Each



Div 06 SEWER WORK





06-11-0320206 99.20DN 400. Each



06-11-034 Stoneware joint piece-laying (GZ) DIN EN 295, as surcharge,





06-11-03405 connecting system E, load-bearing capacity class 240, Connection manhole/adapter to connecting system C,

06-11-0340502 34.30DN 200. Each

06-11-036 Saddle piece, stoneware

06-11-03601 Connecting system C or F, 45, 90 degrees, 06-11-0360101 29.70DN 125. Each06-11-0360102 35.80DN 150. Each06-11-0360103 62.90DN 200. Each

06-11-038 Stoneware connecting sleeve (AS) DIN EN 295,

06-11-03801 Connecting system C or F, 06-11-0380101 19.90DN 150. Each06-11-0380102 38.40DN 200. Each

06-11-040 Stoneware T-piece (VT) DIN EN 295,

06-11-04001 Connecting system C or F, 06-11-0400101 6.20DN 100. Each06-11-0400102 7.20DN 125. Each06-11-0400103 7.70DN 150. Each06-11-0400104 8.70DN 200. Each

06-11-04002 connecting system E of plastic, 06-11-0400201 5.10DN 100. Each06-11-0400203 7.20DN 150. Each06-11-0400204 8.20DN 200. Each

06-11-042 Connecting ring (AR) DIN EN 295 for connection of Stoneware spigot ends to cast iron/plastic pipe socket,

06-11-04201 connecting system F, 06-11-0420101 18.40DN 100. Each06-11-0420102 20.50DN 125. Each06-11-0420103 24.00DN 150. Each06-11-0420104 30.70DN 200. Each



Div 06 SEWER WORK





06-11-04202 connecting system E, 06-11-0420201 6.20DN 100. Each06-11-0420203 8.20DN 150. Each

06-11-044 Transition ring (UR) DIN EN 295 for connection of ast iron/plastic pipe socket,

06-11-04401 connecting system F, 06-11-0440101 8.70DN 100. Each06-11-0440102 9.20DN 125. Each06-11-0440103 10.20DN 150. Each06-11-0440104 17.90DN 200. Each

06-11-046 Adapter ring (PR) DIN EN 295 for connection of Stoneware spigot end to stoneware pipe socket,


06-11-048 Gasket seal DIN EN 295 for connection of stoneware pipe socket ends,

06-11-04801 connecting system F, 06-11-0480101 32.70DN 100 up to_150. Each

06-11-04802 connecting system C, load-bearing capacity class 160 to 240, 06-11-0480202 58.80DN 200. Each06-11-0480203 66.50DN 250. Each06-11-0480204 82.30DN 300. Each06-11-0480205 89.00DN 350. Each06-11-0480206 101.00DN 400. Each

06-11-050 Sleeve coupler with sealing element for connection of stoneware pipe socket ends,

06-11-05001 connecting system E, 06-11-0500101 8.20DN 100. Each06-11-0500102 12.30DN 150. Each06-11-0500103 18.40DN 200. Each

06-12- Concrete 06-12-100 Concrete piping DIN EN 1610 of pipes DIN 4032

06-12-10001 with sleeve, K-M or KF-M, gasket of elastomers, in trenches without sheeting and bracing, 06-12-1000101 29.70DN 300. m06-12-1000102 41.90DN 400. m06-12-1000103 56.20DN 500. m06-12-1000104 80.80DN 600. m

06-12-10002 with sleeve, K-M or KF-M, gasket of elastomers, in trenches with sheeting and bracing, 06-12-1000201 34.30DN 300. m06-12-1000202 48.10DN 400. m06-12-1000203 63.40DN 500. m06-12-1000204 90.50DN 600. m

06-12-10003 with sleeve, KW-M or KFW-M, wall-reinforced, gasket of elastomers, in trenches without sheeting and bracing,

06-12-1000301 45.00DN 300. m06-12-1000302 57.30DN 400. m06-12-1000303 71.60DN 500. m06-12-1000304 96.10DN 600. m

06-12-10004 with sleeve, KW-M or KFW-M, wall-reinforced, gasket of elastomers, in trenches with sheeting and bracing,

06-12-1000401 49.60DN 300. m06-12-1000402 63.40DN 400. m06-12-1000403 78.70DN 500. m06-12-1000404 106.00DN 600. m



Div 06 SEWER WORK





06-12-102 Break up concrete pipe,

06-12-10201 incl. fittings, in trenches incl./without sheeting and bracing, 06-12-1020101 12.30DN 300. m06-12-1020102 17.90DN 400. m06-12-1020103 28.60DN 500. m06-12-1020104 38.90DN 600. m

06-12-110 Concrete connection/coupling, as surcharge,

06-12-11001 for inlet, K-M or KF-M, 06-12-1100101 28.10DN 300. Each06-12-1100102 41.40DN 400. Each06-12-1100103 56.80DN 500. Each06-12-1100104 93.10DN 600. Each

06-12-11002 for inlet, KW-M or KFW-M, wall-reinforced, 06-12-1100201 38.40DN 300. Each06-12-1100202 51.60DN 400. Each06-12-1100203 67.00DN 500. Each06-12-1100204 103.00DN 600. Each

06-12-11003 for outlet, K-M or KF-M, 06-12-1100301 26.10DN 300. Each06-12-1100302 29.10DN 400. Each06-12-1100303 35.80DN 500. Each06-12-1100304 50.10DN 600. Each

06-12-11004 for outlet, KW-M or KFW-M, wall-reinforced, 06-12-1100401 28.10DN 300. Each06-12-1100402 38.90DN 400. Each06-12-1100403 47.00DN 500. Each06-12-1100404 59.80DN 600. Each

06-12-112 Concrete slope piece, as surcharge,

06-12-11201 K-M or KF-M, 06-12-1120101 83.30DN 300. Each06-12-1120102 100.00DN 400. Each06-12-1120103 131.00DN 500. Each06-12-1120104 200.00DN 600. Each

06-12-11202 KW-M or KFW-M, wall-reinforced, 06-12-1120201 94.60DN 300. Each06-12-1120202 115.00DN 400. Each06-12-1120203 161.00DN 500. Each06-12-1120204 209.00DN 600. Each

06-13- Reinforced concrete 06-13-130 Reinforced concrete piping DIN EN 1610 of pipes DIN 4035,

06-13-13001 K-GM or KF-GM, bell and spigot joint, gasket of elastomers in trenches without sheeting and bracing, 06-13-1300101 34.80DN 300. m06-13-1300102 47.00DN 400. m06-13-1300103 61.40DN 500. m06-13-1300104 85.90DN 600. m

06-13-13002 K-GM or KF-GM, bell and spigot joint, gasket of elastomers in trenches with sheeting and bracing, 06-13-1300201 39.40DN 300. m06-13-1300202 53.20DN 400. m06-13-1300203 68.50DN 500. m06-13-1300204 95.60DN 600. m

06-13-13003 KW-GM or KFW-GM, incl. bell and spigot joint, wall-reinforced, gasket of elastomers, in trenches without sheeting and bracing,

06-13-1300301 50.10DN 300. m06-13-1300302 62.40DN 400. m



Div 06 SEWER WORK





06-13-1300303 76.70DN 500. m06-13-1300304 101.00DN 600. m

06-13-13004 KW-GM or KFW-GM, incl. bell and spigot joint, wall-reinforced, gasket of elastomers, in trenches with sheeting and bracing,

06-13-1300401 54.70DN 300. m06-13-1300402 68.50DN 400. m06-13-1300403 83.90DN 500. m06-13-1300404 111.00DN 600. m

06-13-132 Break up reinforced concrete pipe,

06-13-13201 incl. fittings in trenches incl./without sheeting and bracing, 06-13-1320101 15.30DN 300. m06-13-1320102 20.50DN 400. m06-13-1320103 30.70DN 500. m06-13-1320104 43.50DN 600. m

06-13-134 Reinforced concrete connection/coupling, as surcharge,

06-13-13401 for inlet, K-M or KF-M, 06-13-1340101 33.20DN 300. Each06-13-1340102 46.50DN 400. Each06-13-1340103 61.90DN 500. Each06-13-1340104 98.20DN 600. Each

06-13-13402 for inlet, KW-M or KFW-M, wall-reinforced, 06-13-1340201 43.50DN 300. Each06-13-1340202 56.80DN 400. Each06-13-1340203 72.10DN 500. Each06-13-1340204 108.00DN 600. Each

06-13-13403 for outlet, K-M or KF-M, 06-13-1340301 31.20DN 300. Each06-13-1340302 32.20DN 400. Each06-13-1340303 40.90DN 500. Each06-13-1340304 55.20DN 600. Each

06-13-13404 for outlet, KW-M or KFW-M, wall-reinforced, 06-13-1340401 33.20DN 300. Each06-13-1340402 44.00DN 400. Each06-13-1340403 55.20DN 500. Each06-13-1340404 64.90DN 600. Each

06-13-136 Reinforced concrete slope piece, as surcharge,

06-13-13601 K-M or KF-M, 06-13-1360101 93.60DN 300. Each06-13-1360102 110.00DN 400. Each06-13-1360103 142.00DN 500. Each06-13-1360104 211.00DN 600. Each

06-13-13602 KW-M or KFW-M, wall-reinforced, 06-13-1360201 98.70DN 300. Each06-13-1360202 116.00DN 400. Each06-13-1360203 147.00DN 500. Each06-13-1360204 216.00DN 600. Each

06-13-138 Lateral or top inlet for concrete/reinforced concrete pipe, as surcharge,

06-13-13801 Sleeve with integrated gasket, 06-13-1380101 40.90DN 100. Each06-13-1380102 50.10DN 150. Each06-13-1380103 67.50DN 200. Each

06-13-13802 Connecting socket of stoneware DIN EN 295, Connecting system C or F, 06-13-1380202 20.50DN 150. Each06-13-1380203 37.80DN 200. Each



Div 06 SEWER WORK





06-14- Fiber reinforced cement 06-14-160 Fiber reinforced cement pipe DIN EN 1610 of pipes DIN 19850,

06-14-16001 Class A (standard class), coupling with sealing and distance rings (RKK), in trenches without sheeting and bracing,

06-14-1600103 47.80DN 250. m06-14-1600104 62.90DN 300. m06-14-1600105 83.90DN 350. m06-14-1600106 100.00DN 400. m

06-14-16002 Class A (standard class), coupling with sealing and distance rings (RKK), in trenches with sheeting and bracing,

06-14-1600203 52.70DN 250. m06-14-1600204 69.00DN 300. m06-14-1600205 92.00DN 350. m06-14-1600206 110.00DN 400. m

06-14-16003 Class B (heavy-duty class), coupling with sealing and distance rings (RKK/RKG), in trenches without sheeting and bracing,

06-14-1600301 24.50DN 150. m06-14-1600302 36.80DN 200. m06-14-1600303 57.80DN 250. m06-14-1600304 68.50DN 300. m06-14-1600305 89.00DN 350. m

06-14-16004 Class B (heavy-duty class), coupling with sealing and distance rings (RKK/RKG), in trenches with sheeting and bracing,

06-14-1600401 27.10DN 150. m06-14-1600402 40.40DN 200. m06-14-1600403 60.30DN 250. m06-14-1600404 71.10DN 300. m06-14-1600405 92.00DN 350. m

06-14-162 Break up fiber reinforced cement pipe,

06-14-16201 incl. fittings in trenches incl./without sheeting and bracing, 06-14-1620101 7.70DN 150. m06-14-1620102 9.20DN 200. m06-14-1620103 12.80DN 250. m06-14-1620104 14.30DN 300. m06-14-1620105 15.30DN 350. m06-14-1620106 17.90DN 400. m

06-14-164 Pipe cutting at fiber reinforced cement pipes,

06-14-16400 Fiber reinforced cement - pipe cutting 06-14-1640001 4.10DN 150. Each06-14-1640002 6.20DN 200. Each06-14-1640003 8.20DN 250. Each06-14-1640004 11.30DN 300. Each06-14-1640005 13.30DN 350. Each06-14-1640006 16.40DN 400. Each

06-14-166 Fiber reinforced cement bend DIN 19850, Class B, as surcharge,

06-14-16601 15, 30, 45 degrees, 06-14-1660101 15.30DN 150. Each06-14-1660102 31.70DN 200. Each06-14-1660103 40.40DN 250. Each06-14-1660104 53.70DN 300. Each

06-14-168 Fiber reinforced cement branch DIN 19850, class B, as surcharge,

06-14-16801 45 degrees, 06-14-1680101 28.60DN 150/150. Each06-14-1680102 41.90DN 200/150 to_200/200. Each06-14-1680103 59.30DN 250/150 to_250/200. Each



Div 06 SEWER WORK





06-14-1680104 80.30DN 300/150 to_300/250. Each

06-14-16802 90 degrees, 06-14-1680201 31.20DN 150/150. Each06-14-1680202 44.50DN 200/150 to_200/200. Each06-14-1680203 61.90DN 250/150 to_250/200. Each06-14-1680204 82.80DN 300/150 to_300/250. Each

06-14-170 Fiber reinforced cement connection/coupling DIN 19850, as surcharge,

06-14-17001 Single joint, 06-14-1700101 17.90DN 150. m06-14-1700102 25.80DN 200. m06-14-1700103 36.30DN 250. m06-14-1700104 44.50DN 300. m06-14-1700105 57.80DN 350. m06-14-1700106 68.50DN 400. m

06-14-17002 Double joint, 06-14-1700201 45.50DN 150. m06-14-1700202 64.40DN 200. m06-14-1700203 91.00DN 250. m06-14-1700204 111.00DN 300. m06-14-1700205 144.00DN 350. m06-14-1700206 171.00DN 400. m

06-15- PVC-U 06-15-200 PVC-U piping DIN EN 1610 of pipes DIN V 19534,

06-15-20001 Coupler with gasket ring, in trenches without sheeting and bracing, 06-15-2000101 15.30DN 100. m06-15-2000102 16.90DN 125. m06-15-2000103 20.50DN 150. m06-15-2000104 29.70DN 200. m06-15-2000105 47.60DN 250. m06-15-2000106 69.00DN 300. m

06-15-20002 Coupler with gasket ring, in trenches with sheeting and bracing, 06-15-2000201 16.90DN 100. m06-15-2000202 18.40DN 125. m06-15-2000203 22.50DN 150. m06-15-2000204 32.20DN 200. m06-15-2000205 50.10DN 250. m06-15-2000206 74.10DN 300. m

06-15-202 Break up PVC-U piping,

06-15-20201 incl. fittings, in trenches incl./without sheeting and bracing, 06-15-2020101 5.10DN 100. m06-15-2020102 6.20DN 125. m06-15-2020103 7.70DN 150. m06-15-2020104 10.20DN 200. m06-15-2020105 12.80DN 250. m06-15-2020106 15.30DN 300. m

06-15-204 Pipe cutting at PVC-U pipes,

06-15-20401 incl. treatment of pipe ends, 06-15-2040101 8.20DN 100. Each06-15-2040102 9.20DN 125. Each06-15-2040103 9.70DN 150. Each06-15-2040104 11.30DN 200. Each06-15-2040105 12.30DN 250. Each06-15-2040106 14.30DN 300. Each

06-15-206 PVC-U bend (KGB) DIN V 19534, as surcharge,

06-15-20601 Coupler with gasket ring, 15, 30, 45, 87 degrees,



Div 06 SEWER WORK





06-15-2060101 8.20DN 100. Each06-15-2060102 11.30DN 125. Each06-15-2060103 16.90DN 150. Each06-15-2060104 30.70DN 200. Each06-15-2060105 71.60DN 250. Each06-15-2060106 82.80DN 300. Each

06-15-208 PVC-U branch (KGEA) DIN V 19534, as surcharge,

06-15-20801 Coupler with gasket ring, 06-15-2080101 13.80DN 100/100. Each06-15-2080102 18.90DN 125/100 to 125/125. Each06-15-2080103 24.00DN 150/100 to 150/150. Each06-15-2080104 50.10DN 200/100 to 200/200. Each06-15-2080105 76.70DN 250/150 to 250/200. Each06-15-2080106 128.00DN 300/150 to 300/200. Each

06-15-210 PVC-U taper pipe (KGR) DIN V 19534, as surcharge,

06-15-21001 Coupler with gasket ring, 06-15-2100101 10.70DN 100/125 to 100/150. Each06-15-2100102 11.30DN 125/150. Each06-15-2100103 16.90DN 150/200. Each06-15-2100104 25.60DN 200/250. Each06-15-2100105 51.10DN 250/300. Each06-15-2100106 89.50DN 300/400. Each

06-15-212 PVC-U sleeve tube (KGU) DIN V 19534, as surcharge,

06-15-21201 Coupler with gasket rings, 06-15-2120101 8.00DN 100. Each06-15-2120102 11.50DN 125. Each06-15-2120103 15.90DN 150. Each06-15-2120104 27.10DN 200. Each06-15-2120105 61.90DN 250. Each06-15-2120106 101.00DN 300. Each

06-15-214 PVC-U connecting piece (KGR) DIN V 19534, as surcharge,

06-15-21401 for connection to cast iron spigot pipe (KGUG), 06-15-2140101 5.40DN 100. Each06-15-2140102 12.80DN 125. Each06-15-2140103 16.60DN 150. Each06-15-2140104 29.70DN 200. Each

06-15-21402 for connection to cast iron pipe joint (KGUGM), 06-15-2140201 3.30DN 100. Each06-15-2140202 7.20DN 125. Each06-15-2140203 9.70DN 150. Each06-15-2140204 11.00DN 200. Each

06-15-21403 for connection to stoneware pipe spigot end (KGUS), 06-15-2140301 7.70DN 100. Each06-15-2140302 9.50DN 125. Each06-15-2140303 12.50DN 150. Each06-15-2140304 24.00DN 200. Each06-15-2140305 84.90DN 250. Each06-15-2140306 135.00DN 300. Each

06-15-21404 for connection to stoneware pipe socket (KGUSM), 06-15-2140401 9.20DN 100. Each06-15-2140402 11.30DN 125. Each06-15-2140403 13.80DN 150. Each06-15-2140404 24.50DN 200. Each

06-15-21405 for connection of fiber reinforced pipe spigot end (KGUAS), 06-15-2140501 11.30DN 100. Each06-15-2140502 13.80DN 125. Each



Div 06 SEWER WORK





06-15-2140503 24.50DN 150. Each06-15-2140504 28.10DN 200. Each

06-15-21406 for connection to fiber reinforced pipe socket (KGUSAM), 06-15-2140601 12.80DN 100. Each06-15-2140602 15.30DN 125. Each06-15-2140603 17.90DN 150. Each06-15-2140604 23.00DN 200. Each

06-15-216 PVC-U socket plug (KGM) DIN V 19534,

06-15-21600 PVC-U - socket plug 06-15-2160001 2.60DN 100. Each06-15-2160002 3.30DN 125. Each06-15-2160003 4.90DN 150. Each06-15-2160004 10.50DN 200. Each06-15-2160005 43.20DN 250. Each06-15-2160006 82.80DN 300. Each

06-15-218 PVC-U manhole lining (KGF) DIN V 19534, as surcharge,

06-15-21801 Length 110/220 mm for pivoted manhole connection, 06-15-2180101 31.70DN 100. Each06-15-2180102 37.30DN 125. Each06-15-2180103 41.40DN 150. Each06-15-2180104 48.60DN 200. Each06-15-2180105 75.70DN 250. Each06-15-2180106 84.90DN 300. Each

06-15-220 PVC-U cleanout pipe (KGRE) DIN V 19534, as surcharge,

06-15-22000 PVC-U - cleanout pipe 06-15-2200001 34.30DN 100. Each06-15-2200002 44.50DN 125. Each06-15-2200003 55.20DN 150. Each06-15-2200004 105.00DN 200. Each

06-16- PE-HD 06-16-230 PE-HD piping DIN EN 1610 of pipes DIN 19537,

06-16-23001 Coupler with gasket ring, in trenches without sheeting and bracing, 06-16-2300101 8.70DN 100. m06-16-2300102 10.20DN 125. m06-16-2300103 16.40DN 150. m06-16-2300104 24.50DN 200. m06-16-2300105 63.90DN 250. m06-16-2300106 89.50DN 300. m

06-16-23002 Coupler with gasket ring, in trenches with sheeting and bracing, 06-16-2300201 10.20DN 100. m06-16-2300202 11.80DN 125. m06-16-2300203 17.90DN 150. m06-16-2300204 27.10DN 200. m06-16-2300205 66.50DN 250. m06-16-2300206 92.00DN 300. m

06-16-232 Break up PE-HD piping,


06-16-234 Pipe cutting at PE-HD pipes,



Div 06 SEWER WORK






06-16-236 PE-HD bend (KGB) DIN 19537, as surcharge,

06-16-23601 Coupler with gasket ring, 15, 30, 45, 87 degrees, 06-16-2360101 26.10DN 100. Each06-16-2360102 34.80DN 125. Each06-16-2360103 43.00DN 150. Each06-16-2360104 53.70DN 200. Each06-16-2360105 81.80DN 250. Each06-16-2360106 131.00DN 300. Each

06-16-238 PE-HD branch (KGEA) DIN 19537, as surcharge,

06-16-23801 Coupler with gasket ring, 06-16-2380101 33.20DN 100/100. Each06-16-2380102 50.10DN 125/100 to 125/125. Each06-16-2380103 68.50DN 150/100 to 150/150. Each06-16-2380104 94.60DN 200/100 to 200/200. Each06-16-2380105 148.00DN 250/125 to 250/250. Each06-16-2380106 245.00DN 300/125 to 300/300. Each

06-16-240 PE-HD taper pipe (KGR) DIN V 19537, as surcharge,

06-16-24001 Coupler with gasket ring, 06-16-2400101 45.00DN 100/125 to 100/150. Each06-16-2400102 58.80DN 125/150. Each06-16-2400103 105.00DN 150/200. Each06-16-2400104 148.00DN 200/250. Each06-16-2400105 261.00DN 250/300. Each

06-16-242 PE-HD sleeve tube (KGU) DIN V 19537, as surcharge,

06-16-24201 Coupler with gasket rings, 06-16-2420101 28.60DN 100. Each06-16-2420102 32.20DN 125. Each06-16-2420103 43.00DN 150. Each06-16-2420104 50.10DN 200. Each06-16-2420105 63.90DN 250. Each06-16-2420106 99.70DN 300. Each

06-16-244 PE-HD connecting piece DIN 19537, as surcharge,

06-16-24401 for connection to cast iron spigot end, SML pipe (KGUG), 06-16-2440101 76.70DN 100. Each06-16-2440102 89.50DN 125. Each06-16-2440103 107.00DN 150. Each06-16-2440104 133.00DN 200. Each

06-16-24402 for connection to cast iron spigot end, duct cast iron (KGUG), 06-16-2440201 79.30DN 100. Each06-16-2440202 92.00DN 125. Each06-16-2440203 112.00DN 150. Each06-16-2440204 138.00DN 200. Each

06-16-24403 for connection to stoneware pipe spigot end (KGUS), 06-16-2440301 66.50DN 100. Each06-16-2440302 76.70DN 125. Each06-16-2440303 92.00DN 150. Each06-16-2440304 118.00DN 200. Each

06-16-24404 for connection to stoneware pipe socket (KGUSM),



Div 06 SEWER WORK





06-16-2440401 71.60DN 100. Each06-16-2440402 81.80DN 125. Each06-16-2440403 105.00DN 150. Each06-16-2440404 128.00DN 200. Each

06-16-246 PE-HD collar with concrete coating, as surcharge,

06-16-24600 for lateral connection to concrete pipe (KGAZ), 06-16-2460001 81.80DN 100. Each06-16-2460002 102.00DN 125. Each06-16-2460003 128.00DN 150. Each06-16-2460004 159.00DN 200. Each06-16-2460005 225.00DN 250. Each06-16-2460006 261.00DN 300. Each

06-16-248 PE-HD socket plug (KGM) DIN 19537,

06-16-24800 PE-HD - socket plug 06-16-2480001 1.00DN 100. Each06-16-2480002 1.30DN 125. Each06-16-2480003 1.60DN 150. Each06-16-2480004 2.60DN 200. Each06-16-2480005 9.20DN 250. Each06-16-2480006 18.40DN 300. Each

06-16-250 PE-HD manhole lining (KGF) for pivoted connection, as surcharge,

06-16-25001 with gasket ring, length 110 mm, 06-16-2500101 9.20DN 100. Each06-16-2500102 10.20DN 125. Each06-16-2500103 11.80DN 150. Each06-16-2500104 13.80DN 200. Each

06-16-25002 with gasket ring, length 240 mm, 06-16-2500201 10.70DN 100. Each06-16-2500202 12.80DN 125. Each06-16-2500203 14.80DN 150. Each06-16-2500204 16.90DN 200. Each

06-16-252 Manhole lining (KGF) of fiber-reinforced cement for PE-HD pipe, as surcharge,

06-16-25201 with gasket ring, length 120 mm for pivoted connection, 06-16-2520101 28.10DN 250. Each06-16-2520102 33.20DN 300. Each

06-16-254 PE-HD cleanout pipe (KGR) DIN V 19537, as surcharge,

06-16-25400 PE-HD - cleanout pipe 06-16-2540001 123.00DN 100. Each06-16-2540002 159.00DN 125. Each06-16-2540003 189.00DN 150. Each06-16-2540004 348.00DN 200. Each

06-17- SML pipe Note: Underground SML piping only for supply lines in the case of grease, starch and light liquid separators.

06-17-260 SML piping DIN EN 1610 of pipes DIN 19522,

06-17-26001 SVE connection, in trenches without sheeting and bracing, 06-17-2600101 39.90DN 100. m06-17-2600102 53.20DN 125. m06-17-2600103 67.00DN 150. m06-17-2600104 133.00DN 200. m06-17-2600105 191.00DN 250. m06-17-2600106 202.00DN 300. m

06-17-26002 SVE connection, in trenches with sheeting and bracing, 06-17-2600201 41.90DN 100. m06-17-2600202 56.20DN 125. m



Div 06 SEWER WORK





06-17-2600203 70.60DN 150. m06-17-2600204 140.00DN 200. m06-17-2600205 181.00DN 250. m06-17-2600206 212.00DN 300. m

06-17-262 Break up SML piping,


06-17-264 Pipe cutting at SML pipes,


06-17-266 SML bend DIN 19522, as surcharge,

06-17-26601 30, 45 degrees, 06-17-2660101 17.90DN 100. Each06-17-2660102 29.10DN 125. Each06-17-2660103 40.90DN 150. Each06-17-2660104 75.70DN 200. Each06-17-2660105 155.00DN 250. Each06-17-2660106 197.00DN 300. Each

06-17-268 SML branch DIN 19522, as surcharge,

06-17-26800 SML - branch 06-17-2680001 25.60DN 100/100. Each06-17-2680002 51.10DN 125/100 to 125/125. Each06-17-2680003 73.10DN 150/100 to 150/150. Each06-17-2680004 193.00DN 200/100 to 200/200. Each06-17-2680005 336.00DN 250/100 to 250/250. Each06-17-2680006 450.00DN 300/100 to 300/300. Each

06-18- Support for piping 06-18-280 Support DIN EN 1610 for piping,

06-18-28001 Sand and gravel support, 06-18-2800101 2.60DN 100 to_150. m06-18-2800102 3.10DN 200 to_250. m06-18-2800103 4.10DN 300 to_350. m06-18-2800104 5.10DN 400. m06-18-2800105 7.70DN 500. m06-18-2800106 10.20DN 600. m

06-18-28002 Concrete support 90 degrees, B 10, 06-18-2800201 6.90DN 100 to_150. m06-18-2800202 10.00DN 200 to_250. m06-18-2800203 12.80DN 300 to_350. m06-18-2800204 17.90DN 400. m06-18-2800205 23.00DN 500. m06-18-2800206 30.70DN 600. m

06-18-28003 Concrete support 120 degrees, B 10, 06-18-2800301 9.70DN 100 to_150. m06-18-2800302 12.80DN 200 to_250. m



Div 06 SEWER WORK





06-18-2800303 18.40DN 300 to_350. m06-18-2800304 23.00DN 400. m06-18-2800305 29.70DN 500. m06-18-2800306 39.90DN 600. m

06-18-28004 Concrete support 180 degrees, B 10, 06-18-2800401 11.80DN 100 to_150. m06-18-2800402 19.90DN 200 to_250. m06-18-2800403 28.60DN 300 to_350. m06-18-2800404 35.80DN 400. m

06-18-28005 Concrete coating, B 15, 06-18-2800501 28.10DN 100 to_150. m06-18-2800502 39.90DN 200 to_250. m06-18-2800503 57.30DN 300 to_350. m06-18-2800504 71.60DN 400. m

06-18-282 Backfilling of pipe area DIN EN 1610,

06-18-28201 with rock-free material, deformation modulus EV2 min. 45 MN/m2, 06-18-2820101 17.90DN 100 to_150. m06-18-2820102 20.50DN 200 to_250. m06-18-2820103 22.50DN 300 to_350. m06-18-2820104 27.60DN 400. m06-18-2820105 33.20DN 500. m06-18-2820106 35.80DN 600. m

Sec: 06-2 Manholes, structures 06-21- Precast concrete elements

06-21-300 Manhole bottom section (SU-M) DIN 4034, DN 1000, straight channel,

06-21-30001 Channel and tread of cement screed ZE 20 DIN 18560, connections for hinged integration of pipes, gasket of elastomers,

06-21-3000101 299.00biggest_pipe_ up to DN 200. Each06-21-3000102 330.00biggest_pipe_ DN 250. Each06-21-3000103 391.00biggest_pipe_ DN 300. Each06-21-3000104 478.00biggest_pipe_ DN 400. Each06-21-3000105 488.00biggest_pipe_ DN 500. Each06-21-3000106 504.00biggest_pipe_ DN 600. Each

06-21-30002 Channel and tread of sewer bricks/quarter bricks, connections for hinged integration of pipes, gasket of elastomers,


06-21-30003 Channel of stoneware semi-shells DIN EN 1230, Tread of sewer bricks/quarter bricks, connections for hinged integration of pipes, gasket of elastomers,


06-21-302 Manhole bottom section (SU-M) DIN 4034, DN 1200, straight channel,

06-21-30201 Channel and tread of cement screed ZE 20 DIN 18560, connections for hinged integration of pipes, gasket of elastomers,

06-21-3020101 795.00biggest_pipe_ DN 300. Each06-21-3020102 823.00biggest_pipe_ DN 400. Each06-21-3020103 851.00biggest_pipe_ DN 500. Each06-21-3020104 918.00biggest_pipe_ DN 600. Each



Div 06 SEWER WORK





06-21-30202 Channel and tread of sewer bricks/quarter bricks, connections for hinged integration of pipes, gasket of elastomers,

06-21-3020201 997.00biggest_pipe_ DN 300. Each06-21-3020202 1,028.00biggest_pipe_ DN 400. Each06-21-3020203 1,069.00biggest_pipe_ DN 500. Each06-21-3020204 1,150.00biggest_pipe_ DN 600. Each

06-21-30203 Channel of stoneware semi-shells DIN EN 1230, Tread of sewer bricks/quarter bricks, connections for hinged integration of pipes, gasket of elastomers,

06-21-3020301 862.00biggest_pipe_ DN 300. Each06-21-3020302 900.00biggest_pipe_ DN 400. Each06-21-3020303 941.00biggest_pipe_ DN 500. Each06-21-3020304 1,023.00biggest_pipe_ DN 600. Each

06-21-304 Curved channels for manhole bottom section (SU-M), as surcharge,

06-21-30401 Manhole DN 1000, 06-21-3040101 112.00biggest_pipe_ up to_DN 200. Each06-21-3040102 128.00biggest_pipe_ DN 250. Each06-21-3040103 138.00biggest_pipe_ DN 300. Each06-21-3040104 153.00biggest_pipe_ DN 400. Each

06-21-30402 Manhole DN 1200, 06-21-3040203 179.00biggest_pipe_ DN 300. Each06-21-3040204 205.00biggest_pipe_ DN 400. Each

06-21-306 Lateral inlet in the manhole bottom section, as surcharge,

06-21-30601 Channel of cement screed ZE 20 DIN 18560, incl. hinged pipe integration, 06-21-3060101 90.50up to_DN 150. Each06-21-3060102 111.00DN 200. Each06-21-3060103 125.00DN 250. Each06-21-3060104 153.00DN 300. Each

06-21-30602 Channel of sewer bricks/quarter bricks, incl. hinged pipe integration, 06-21-3060201 113.00up to_DN 150. Each06-21-3060202 139.00DN 200. Each06-21-3060203 156.00DN 250. Each06-21-3060204 192.00DN 300. Each

06-21-30603 Channel of stoneware semi-shells DIN EN 1230, incl. hinged pipe integration, 06-21-3060301 104.00up to_DN 150. Each06-21-3060302 128.00DN 200. Each06-21-3060303 144.00DN 250. Each06-21-3060304 176.00DN 300. Each

06-21-308 Break up manhole bottom section,

06-21-30800 Manhole (precast concrete elements) - Break up bottom section 06-21-3080001 30.70DN 1000. Each06-21-3080002 40.90DN 1200. Each

06-21-310 Manhole ring with sleeve (SR-M) DIN 4034, DN 1000,

06-21-31001 Gasket of elastomers, 06-21-3100101 112.00Effective height_250 mm. Each06-21-3100102 133.00Effective height_500 mm. Each06-21-3100103 184.00Effective height_1000 mm. Each

06-21-31002 incl. climbing rungs, gasket of elastomers, 06-21-3100201 120.00Effective height_250 mm. Each06-21-3100202 144.00Effective height_500 mm. Each06-21-3100203 200.00Effective height_1000 mm. Each

06-21-31003 to be broken up and reinstalled including gasket, 06-21-3100301 108.00Effective height_250 mm. Each06-21-3100302 117.00Effective height_500 mm. Each06-21-3100303 126.00Effective height_1000 mm. Each



Div 06 SEWER WORK





06-21-312 Manhole ring with sleeve (SR-M) DIN 4034, DN 1200,

06-21-31201 Gasket of elastomers, 06-21-3120101 192.00Effective height_250 mm. Each06-21-3120102 222.00Effective height_500 mm. Each06-21-3120103 242.00Effective height_1000 mm. Each

06-21-31202 incl. climbing rungs, gasket of elastomers, 06-21-3120201 200.00Effective height_250 mm. Each06-21-3120202 232.00Effective height_500 mm. Each06-21-3120203 258.00Effective height_1000 mm. Each

06-21-31203 to be broken up and reinstalled, including gasket, 06-21-3120301 129.00Effective height_250 mm. Each06-21-3120302 140.00Effective height_500 mm. Each06-21-3120303 151.00Effective height_1000 mm. Each

06-21-314 Transition ring with sleeve (UER-M) DIN 4034, DN 1200/1000,

06-21-31401 Gasket of elastomers, 06-21-3140101 353.00Effective height_500 mm. Each

06-21-31402 incl. climbing rungs, gasket of elastomers, 06-21-3140201 361.00Effective height_500 mm. Each

06-21-31403 to be broken up and reinstalled, including gasket, 06-21-3140301 140.00Effective height_500 mm. Each

06-21-316 Transition plate with sleeve (UER-M) DIN 4034, DN 1200/1000,




06-21-318 Manhole cone with sleeve (SH-M) DIN 4034, DN 1000/625,




06-21-320 Manhole cone with sleeve (SH-M) DIN 4034, DN 1200/625,




06-21-322 Cover plate with sleeve (AP-M) DIN 4034, DN 1000/625,






Div 06 SEWER WORK





06-21-324 Cover plate with sleeve (AP-M) DIN 4034, DN 1200/625,




06-21-326 Supporting ring (AR-V) DIN 4034, DN 625,

06-21-32601 Gasket of elastomers, 06-21-3260101 48.60Effective height_60_to_100 mm. Each

06-21-32602 to be broken up and reinstalled, including gasket, 06-21-3260201 32.20Effective height_60_to_100 mm. Each

06-21-328 Foot support ring (FAR-M) DIN 4034, DN 1000,




06-21-330 Foot support ring (FAR-M) DIN 4034, DN 1200,




06-21-332 Break up manhole components, Manhole (precast concrete elements) - Break up components

06-21-33201 DN 1000/DN 1200, 06-21-3320101 17.90Effective height up to_250 mm. Each06-21-3320102 25.60Effective height more than_250 to_500 mm. Each06-21-3320103 40.90Effective height more than_500 to_1000 mm. Each

06-22- Cast-in-Place Concrete (in-situ concrete) 06-22-350 Improved subgrade/support for sewer/manhole,

06-22-35001 Concrete B 10, 06-22-3500101 92.00Thickness up to_10 cm. m3

06-22-35002 Hard rock, 06-22-3500202 23.00Thickness up to_20 cm. m3

06-22-35003 Slag rock, 06-22-3500302 22.50Thickness up to_20 cm. m3

06-22-35004 Recycling material, 06-22-3500402 21.50Thickness up to_20 cm. m3

06-22-35005 Plastic fleece/mat, 06-22-3500503 0.70150 g/m2. m2

06-22-352 Concrete for sewer manhole/structure

06-22-35201 as filler concrete, 06-22-3520101 61.40B_10. m3



Div 06 SEWER WORK





06-22-35202 for bottom, formwork will be remunerated separately, 06-22-3520201 92.00B_10. m306-22-3520202 97.20B_15. m3

06-22-35203 to be demolished, 06-22-3520303 51.10-- m3

06-22-354 Reinforced concrete for sewer manhole/structure

06-22-35401 for bottom, B 25, Formwork and reinforcement will be remunerated separately, 06-22-3540101 123.00Thickness_up to_20 cm. m306-22-3540102 125.00Thickness_more than 20_up to_30 cm. m3

06-22-35402 for bottom, B 25, impermeable to water, Formwork and reinforcement will be remunerated separately, 06-22-3540201 128.00Thickness_up to_20 cm. m306-22-3540202 130.00Thickness_more than 20_up to_30 cm. m3

06-22-35403 for walls, B 25, Formwork and reinforcement will be remunerated separately, 06-22-3540301 133.00Thickness_up to_20 cm. m306-22-3540302 135.00Thickness_more than 20_up to_30 cm. m3

06-22-35404 for walls, B 25, impermeable to water, Formwork and reinforcement will be remunerated separately, 06-22-3540401 135.00Thickness_up to_20 cm. m306-22-3540402 138.00Thickness_more than 20_up to_30 cm. m3

06-22-35405 for ceiling, B 25, Formwork and reinforcement will be remunerated separately, 06-22-3540501 141.00Thickness_up to_20 cm. m306-22-3540502 143.00Thickness_more than 20_up to_30 cm. m3

06-22-35406 for ceiling, B 25, impermeable to water, Formwork and reinforcement will be remunerated separately, 06-22-3540601 146.00Thickness_up to_20 cm. m306-22-3540602 148.00Thickness_more than 20_up to_30 cm. m3

06-22-35407 to be demolished, 06-22-3540701 102.00Thickness_up to_20 cm. m306-22-3540702 102.00Thickness_more than 20_up to_30 cm. m3

06-22-356 Formwork for sewer manhole/structure

06-22-35601 for bottoms. 06-22-3560101 17.90-- m2

06-22-35602 for walls. 06-22-3560201 28.10-- m2

06-22-35603 for walls, fair-faced on one side. 06-22-3560301 46.00-- m2

06-22-35604 for ceilings, formwork height up to 3.50 m, incl. scaffolding. 06-22-3560401 69.00-- m2

06-22-358 Reinforcement,

06-22-35801 Reinforcing steel bar DIN 3488-2, all diameters, all lengths. 06-22-3580101 1.40-- kg

06-22-35802 Wire fabric DIN 488-4, BST 500 M. 06-22-3580201 1.50-- kg

06-23- Masonry 06-23-370 Masonry work for sewer manhole/structure

06-23-37001 of sewer bricks NF K DIN 4051 in mortar MG III, Interior joints to be smooth-troweled, 06-23-3700101 460.00Thickness_up to_24 cm. m306-23-3700102 511.00Thickness_more than 24_up to_36.5 cm. m3

06-23-37002 of sewer bricks C DIN 4051 in mortar MG III, Interior joints to be smooth-troweled, 06-23-3700201 562.00Thickness_up to_24 cm. m3

06-23-37003 to be demolished,



Div 06 SEWER WORK





06-23-3700301 76.70Thickness_up to_24 cm. m306-23-3700302 81.80Thickness_more than 24_up to_36.5 cm. m3

06-23-372 Plaster P III DIN 18550 on manhole masonry wall,

06-23-37201 2 cm thick. 06-23-3720101 15.30-- m2

06-23-374 Coating of sewer manhole/structure

06-23-37401 with bitumen-based thick-film coat, 06-23-3740101 5.101-layer. m206-23-3740102 9.202-layer. m2

06-23-37402 with cement-bound sealing grouts, 06-23-3740201 4.101-layer. m206-23-3740202 7.702-layer. m2

06-24- Linings/changes of manhole channels/structures 06-24-380 Channels and treads in sewer manhole/structure to be provided with concrete B 15 acc. to ATV A 241,

06-24-38001 Lining with cement screed ZE 20 DIN 18560, 2 cm thick, 06-24-3800101 102.00Channel DN 200. m06-24-3800102 159.00Channel DN 250. m06-24-3800103 179.00Channel DN 300. m06-24-3800104 307.00Channel DN 400. m06-24-3800105 501.00Channel DN 500. m06-24-3800106 716.00Channel DN 600. m

06-24-38002 Lining with sewer bricks/quarter bricks DIN 4051, 06-24-3800201 179.00Channel DN 200. m06-24-3800202 277.00Channel DN 250. m06-24-3800203 313.00Channel DN 300. m06-24-3800204 537.00Channel DN 400. m06-24-3800205 874.00Channel DN 500. m06-24-3800206 1,253.00Channel DN 600. m

06-24-38003 Lining with stoneware semi-shells DIN EN 1230, Sewer bricks/quarter bricks DIN 4051, 06-24-3800301 128.00Channel DN 200. m06-24-3800302 198.00Channel DN 250. m06-24-3800303 223.00Channel DN 300. m06-24-3800304 626.00Channel DN 400. m06-24-3800305 895.00Channel DN 500. m06-24-3800306 1,017.00Channel DN 600. m

06-24-382 Channels and treads to be demolished,

06-24-38201 in sewer manhole/structure, 06-24-3820101 92.00Channels up to_DN 300. m06-24-3820102 153.00Channel DN 400. m06-24-3820103 230.00Channel DN 500. m06-24-3820104 332.00Channel DN 600. m

06-24-384 Sloping screed ZE 20 DIN 18560, Manhole/structure - Sloping screed

06-24-38401 on manhole/structure bottom, including bonding course, Manhole bottom 06-24-3840101 33.20Thickness_2_to_4 cm. m206-24-3840102 43.50Thickness_more_than_4_to_6 cm. m2

06-25- Lintels Note: Lintel height measured from bottom of upper junction to bottom of lower junction. 06-25-390 Lintel with pipes and fittings, as surcharge, Lintel - to be provided

06-25-39001 located outside, stoneware including concrete coating, Pipes and fittings will be remunerated separately,

06-25-3900101 28.60DN 150. m06-25-3900102 40.40DN 200. m

06-25-39002 located outside, PVC-U incl. concrete coating, Pipes and fittings will be remunerated separately,



Div 06 SEWER WORK





06-25-3900201 19.40DN 150. m06-25-3900202 35.80DN 200. m

06-25-39003 located inside, PVC-U incl. fastening, Pipes and fittings will be remunerated separately, 06-25-3900301 38.40DN 150. m06-25-3900302 71.10DN 200. m

06-25-392 Break up lintel with pipes and fittings,

06-25-39201 located outside/inside, including concrete coating, 06-25-3920101 79.30DN 150. m06-25-3920102 106.00DN 200. m

Sec: 06-3 Manhole covers and built-in elements 06-31- Manhole covers

06-31-400 Manhole cover DIN EN 124/DIN 1229, cast iron,

06-31-40001 round-shaped frame and cover, clear width 625 mm, to be placed in mortar MG III, adjusted in height, 06-31-4000101 171.00Class A_15. Each06-31-4000102 212.00Class B_125. Each06-31-4000103 291.00Class D_400. Each06-31-4000104 451.00Class D_400. Each06-31-4000105 597.00Class F_900. Each

06-31-40002 rectangular-shaped frame and cover, clear width 625 mm, to be placed in mortar MG III, adjusted in height,

06-31-4000201 128.00Class A_15. Each06-31-4000202 179.00Class B_125. Each06-31-4000203 435.00Class D_400. Each06-31-4000204 486.00Class D_400. Each06-31-4000205 588.00Class F_900. Each

06-31-40003 rectangular-shaped frame and cover, clear widths 600/600 mm, to be placed in mortar MG III, adjusted in height,

06-31-4000301 245.00Class A_15. Each06-31-4000302 497.00Class B_125. Each

06-31-402 Manhole cover DIN EN 124/DIN 1229, cast iron with concrete,

06-31-40201 round-shaped frame and cover, clear width 625 mm, to be placed in mortar MG III, adjusted in height, 06-31-4020101 177.00Class A_15. Each06-31-4020102 233.00Class B_125. Each06-31-4020103 259.00Class D_400. Each06-31-4020104 330.00Class D_400. Each06-31-4020105 486.00Class F_900. Each

06-31-40202 rectangular-shaped frame and cover, clear width 625 mm, to be placed in mortar MG III, adjusted in height,


06-31-40203 rectangular-shaped frame and cover, clear widths 600/600 mm, to be placed in mortar MG III, adjusted in height,


06-31-404 Manhole cover DIN EN 124/DIN 1229, cast iron/ cast iron with concrete, locked, as surcharge,

06-31-40400 Manhole cover - locked 06-31-4040001 25.60Class A_15. Each06-31-4040002 40.90Class B_125. Each06-31-4040003 56.20Class D_400. Each



Div 06 SEWER WORK





06-31-4040004 123.00Class D_400. Each06-31-4040005 189.00Class F_900. Each

06-31-406 Break up manhole cover,

06-31-40601 incl. frame 06-31-4060101 17.90Class A_15. Each06-31-4060102 24.50Class B_125. Each06-31-4060103 35.80Class D_400. Each06-31-4060104 40.90Class D_400. Each06-31-4060105 48.60Class F_900. Each

06-31-40602 incl. frame, in mortar MG III up to 5 cm adjusted in height to be reinstalled, 06-31-4060201 58.80Class A_15. Each06-31-4060202 61.40Class B_125. Each06-31-4060203 92.00Class D_400. Each06-31-4060204 102.00Class D_400. Each06-31-4060205 115.00Class F_900. Each

06-31-408 Strainer,

06-31-40801 DIN 1221 of galvanized steel. 06-31-4080101 36.80-- Each06-31-4080102 41.90Replace. Each

06-31-40802 lightweight, of galvanized steel. 06-31-4080201 34.80-- Each06-31-4080202 39.90Replace. Each

06-32- Climbing rungs, climbing devices 06-32-420 Climbing rung DIN 1211, to be installed in manhole/structure,

06-32-42001 to be installed in manhole/structure, 06-32-4200101 5.10Shape_D. Each06-32-4200102 7.70Shape_E. Each06-32-4200103 12.80Shape_GS. Each

06-32-42002 to be replaced, incl. chiseling work, 06-32-4200201 23.00Shape_D. Each06-32-4200202 28.10Shape_E. Each06-32-4200203 35.80Shape_GS. Each

06-32-422 Climbing rungs DIN 1212 for 2-flight climbing rung ladders,

06-32-42201 to be installed in manhole/structure, 06-32-4220101 6.20Shape_D. Each06-32-4220102 8.70Shape_E. Each06-32-4220103 15.30Shape_GS. Each

06-32-42202 to be replaced, incl. chiseling work, 06-32-4220201 25.60Shape_D. Each06-32-4220202 30.70Shape_E. Each06-32-4220203 38.40Shape_GS. Each

06-32-424 Climbing ladder with access assistance, incl. fastening,

06-32-42401 of hot-galvanized steel, 06-32-4240101 128.00Effective length up to_2 m. Each06-32-4240102 230.00Effective length more than_2_to_3 m. Each06-32-4240103 383.00Effective length more than_3_to_5 m. Each

06-32-42402 of stainless steel, 06-32-4240201 143.00Effective length up to_2 m. Each06-32-4240202 245.00Effective length more than_2_to_3 m. Each06-32-4240203 399.00Effective length more than_3_to_5 m. Each

Sec: 06-4 Drains/drainage channels 06-41- Drains



Div 06 SEWER WORK





06-41-500 Drain of concrete elements DIN 1236, class A 15/B 125,

06-41-50001 without odor trap, incl. bottom, shaft 510 mm hig

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