B.08.02 ATTACH 8 UPB_Europe_2021-UPB-PDF-11-07-2022.PDF

2021 Germany UPB - Euro Based USAREUR

Item Cost Code UnitCost UM

Assoc. Surcharge

Item Description - English

EARTH WORK Div: 00

Sec: 00-01 Standard Descriptions 00-01001- Standard Descriptions

00-01001-01 Standard Description.01 Does the Service Description Contain the Obligation Z. B. to Dismantle, Remove or Replace Materials / Components, the Contractual Service also Includes the Loading and / or Transport of the Waste to be Disposed of from the Construction Site to the Storage Location on the Construction Site or in the Property Named by the Client, as Well as Storage and Sorting According to the Client's Information.

00-01001-0101 0.00--- Remark

Sec: 00-02 Soil of Construction Pits, Foundations 00-0201- Excavated Soil Building Pits

00-0201100- Loosen the Bottom of the Excavation, Store Outside the Excavation, Construction Measure of Geotechnical Category GK 1 DIN 4020

00-0201100-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0201100-0101 24.80Excavation Depth up to 1.75 M m3 00-0201100-0102 27.60Excavation Depth over 1.75 to 2.5 M m3 00-0201100-0103 33.10Excavation Depth over 2.5 to 3.5 M m3

00-0201100-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0201100-0201 30.40Excavation Depth up to 1.75 M m3 00-0201100-0202 33.10Excavation Depth over 1.75 to 2.5 M m3 00-0201100-0203 38.60Excavation Depth over 2.5 to 3.5 M m3

00-0201100-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Constant Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0201100-0301 38.60Excavation Depth up to 1.75 M m3 00-0201100-0302 41.40Excavation Depth over 1.75 to 2.5 M m3 00-0201100-0303 46.90Excavation Depth over 2.5 to 3.5 M m3

00-0201102- Loosen the Bottom of the Excavation by Hand, Store Outside the Excavation, Construction Measure of Geotechnical Category GK 1 DIN 4020

00-0201102-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0201102-0101 79.80Excavation Depth up to 1.75 M m3

00-0201102-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0201102-0201 99.40Excavation Depth up to 1.75 M m3

00-0201102-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Constant Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0201102-0301 121.00Excavation Depth up to 1.75 M m3

00-0201104- Loosen the Soil of the Construction Pit, Convey It, Conveying Distance over 50 to 500 M, Store, Construction Measure of the Geotechnical Category GK 1 DIN 4020

00-0201104-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0201104-0101 30.30Excavation Depth up to 1.75 M m3 00-0201104-0102 33.10Excavation Depth over 1.75 to 2.5 M m3 00-0201104-0103 38.60Excavation Depth over 2.5 to 3.5 M m3

00-0201104-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0201104-0201 35.90Excavation Depth up to 1.75 M m3 00-0201104-0202 38.60Excavation Depth over 1.75 to 2.5 M m3 00-0201104-0203 44.10Excavation Depth over 2.5 to 3.5 M m3

00-0201104-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass

Data Date:

2005-2017-2021

All Prices Listed Are: € Euro Page 1 of 1741

Div 00 EARTH WORK

Prepared Under Contract to US Army Corps of Engineers

Assoc. Surcharge

Item Description - English

Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Solid Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0201104-0301 44.10Excavation Depth up to 1.75 M m3 00-0201104-0302 46.90Excavation Depth over 1.75 to 2.5 M m3 00-0201104-0303 52.40Excavation Depth over 2.5 to 3.5 M m3

00-0201106- Loosen the Soil of the Construction Pit, Convey It, Conveying Distance over 500 to 1000 M, Store, Construction Measure of Geotechnical Category GK 1 DIN 4020

00-0201106-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0201106-0101 34.30Excavation Depth up to 1.75 M m3 00-0201106-0102 37.10Excavation Depth over 1.75 to 2.5 M m3 00-0201106-0103 42.60Excavation Depth over 2.5 to 3.5 M m3

00-0201106-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0201106-0201 39.90Excavation Depth up to 1.75 M m3 00-0201106-0202 42.60Excavation Depth over 1.75 to 2.5 M m3 00-0201106-0203 48.10Excavation Depth over 2.5 to 3.5 M m3

00-0201106-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Constant Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0201106-0301 48.10Excavation Depth up to 1.75 M m3 00-0201106-0302 50.90Excavation Depth over 1.75 to 2.5 M m3 00-0201106-0303 56.40Excavation Depth over 2.5 to 3.5 M m3

00-0201108- Loosen the Soil of the Excavation, Load, Construction Measure of the Geotechnical Category GK 1 DIN 4020

00-0201108-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0201108-0101 25.90Excavation Depth up to 1.75 M m3 00-0201108-0102 29.30Excavation Depth over 1.75 to 2.5 M m3 00-0201108-0103 35.90Excavation Depth over 2.5 to 3.5 M m3

00-0201108-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0201108-0201 31.40Excavation Depth up to 1.75 M m3 00-0201108-0202 34.80Excavation Depth over 1.75 to 2.5 M m3 00-0201108-0203 41.40Excavation Depth over 2.5 to 3.5 M m3

00-0201108-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Solid Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0201108-0301 39.70Excavation Depth up to 1.75 M m3 00-0201108-0302 43.10Excavation Depth over 1.75 to 2.5 M m3 00-0201108-0303 49.70Excavation Depth over 2.5 to 3.5 M m3

00-0201110- Loosen the Bottom of the Excavation by Hand, Load, Construction Measure of the Geotechnical Category

GK 1 DIN 4020

00-0201110-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0201110-0101 85.30Excavation Depth up to 1.75 M m3

00-0201110-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0201110-0201 105.00Excavation Depth up to 1.75 M m3

00-0201110-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Constant Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0201110-0301 127.00Excavation Depth up to 1.75 M m3

00-0202- Excavated Soil Foundations

00-0202130- Loosen the Soil for the Foundation, Store to the Side, Construction Measure of the Geotechnical Category

Data Date:

2005-2017-2021

All Prices Listed Are: € Euro Page 2 of 1741

Assoc. Surcharge

Item Description - English

GK 1 DIN 4020

00-0202130-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0202130-0101 25.90Excavation Depth up to 0.8 M m3 00-0202130-0102 28.70Excavation Depth Depth over 0.8 to 1.25 M m3

00-0202130-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0202130-0201 38.60Excavation Depth up to 0.8 M m3 00-0202130-0202 40.30Excavation Depth over 0.8 to 1.25 M m3

00-0202130-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Solid Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0202130-0301 44.20€‹â€‹excavation Depth up to 0.8 M m3 00-0202130-0302 45.80Excavation Depth over 0.8 to 1.25 M m3

00-0202132- Loosen Soil for Foundation by Hand, Store on the Side, Construction Measure of Geotechnical Category GK

1 DIN 4020

00-0202132-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0202132-0101 74.30Excavation Depth up to 0.8 M m3 00-0202132-0102 79.80Excavation Depth over 0.8 to 1.25 M m3

00-0202132-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0202132-0201 93.80Excavation Depth up to 0.8 M m3 00-0202132-0202 99.40Excavation Depth over 0.8 to 1.25 M m3

00-0202132-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Constant Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0202132-0301 116.00Excavation Depth up to 0.8 M m3 00-0202132-0302 121.00Excavation Depth over 0.8 to 1.25 M m3

00-0202134- Loosen Soil for Foundation, Load, Construction Measure of Geotechnical Category GK 1 DIN 4020

00-0202134-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0202134-0101 30.40Excavation Depth up to 0.8 M m3 00-0202134-0102 31.40Excavation Depth over 0.8 to 1.25 M m3

00-0202134-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0202134-0201 41.40Excavation Depth up to 0.8 M m3 00-0202134-0202 43.10Excavation Depth over 0.8 to 1.25 M m3

00-0202134-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Constant Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0202134-0301 48.60Excavation Depth up to 0.8 M m3 00-0202134-0302 50.30Excavation Depth over 0.8 to 1.25 M m3

00-0202136- Loosening Soil for Foundation by Hand, Loading, Building Measure of Geotechnical Category GK 1 DIN

00-0202136-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0202136-0101 76.10Excavation Depth up to 0.8 M m3 00-0202136-0102 81.60Excavation Depth over 0.8 to 1.25 M m3

00-0202136-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0202136-0201 95.80Excavation Depth up to 0.8 M m3 00-0202136-0202 101.00Excavation Depth over 0.8 to 1.25 M m3

00-0202136-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass

Data Date:

2005-2017-2021

All Prices Listed Are: € Euro Page 3 of 1741

Assoc. Surcharge

Item Description - English

Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Solid Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0202136-0301 118.00Excavation Depth up to 0.8 M m3 00-0202136-0302 124.00Excavation Depth over 0.8 to 1.25 M m3

00-0203- Ground Installation, Excavation Pits, Foundations

00-0203150- Install Soil on the Side, Compact in Layers, Construction Measure of Geotechnical Category GK 1 DIN 4020

00-0203150-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0203150-0101 19.30In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.92 to 0.95 m3 00-0203150-0102 20.30In Construction Pit, Degree of Compaction in Construction Pit, Compact, Density% 0.96 to 0.98 m3 00-0203150-0103 22.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.92 to

0.95 m3

00-0203150-0104 23.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.96 to 0.98 m3

00-0203150-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0203150-0201 19.80In Construction Pit, Degree of Compaction in Construction Pit, Compact, Density% 0.92 to 0.95 m3 00-0203150-0202 20.80In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.96 to 0.98 m3 00-0203150-0203 22.60As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.92 to

0.95 m3

00-0203150-0204 24.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.96 to 0.98 m3

00-0203150-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Constant Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0203150-0301 21.30In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.92 to 0.95 m3 00-0203150-0302 22.30In Construction Pit, Degree of Compaction in Construction Pit, Compact, Density% 0.96 to 0.98 m3 00-0203150-0303 24.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.92 to

0.95 m3

00-0203150-0304 25.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.96 to 0.98 m3

00-0203152- Paving the Soil on the Side by Hand, Compacting in Layers, Construction Measure of Geotechnical Category GK 1 DIN 4020

00-0203152-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0203152-0101 74.30In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.92 to 0.95 m3 00-0203152-0102 75.30In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.96 to 0.98 m3 00-0203152-0103 79.80As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.92 to

0.95 m3

00-0203152-0104 80.80As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.96 to 0.98 m3

00-0203152-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0203152-0201 74.80In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.92 to 0.95 m3 00-0203152-0202 75.80In Construction Pit, Degree of Compaction in Construction Pit, Compact, Density% 0.96 to 0.98 m3 00-0203152-0203 80.30As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.92 to

0.95 m3

00-0203152-0204 81.30As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.96 to 0.98 m3

00-0203152-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Constant Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0203152-0301 76.30In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.92 to 0.95 m3 00-0203152-0302 77.30In Construction Pit, Degree of Compaction in Construction Pit, Compact, Density% 0.96 to 0.98 m3 00-0203152-0303 81.80As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.92 to

0.95 m3

00-0203152-0304 82.80As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.96 to 0.98 m3

Data Date:

2005-2017-2021

All Prices Listed Are: € Euro Page 4 of 1741

Assoc. Surcharge

Item Description - English

00-0203154- Conveying Soil, Conveying Distance over 50 to 500 M, Installing, Compacting in Layers, Construction Project of Geotechnical Category GK 1 DIN 4020

00-0203154-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0203154-0101 25.30In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.92 to 0.95 m3 00-0203154-0102 26.30In Construction Pit, Degree of Compaction in Construction Pit, Compact, Density% 0.96 to 0.98 m3 00-0203154-0103 28.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.92 to

0.95 m3

00-0203154-0104 29.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.96 to 0.98 m3

00-0203154-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0203154-0201 25.80In Construction Pit, Degree of Compaction in Construction Pit, Compact, Density% 0.92 to 0.95 m3 00-0203154-0202 26.80In Construction Pit, Degree of Compaction in Construction Pit, Compact, Density% 0.96 to 0.98 m3 00-0203154-0203 28.60As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.92 to

0.95 m3

00-0203154-0204 30.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.96 to 0.98 m3

00-0203154-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Consistency Fixed DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0203154-0301 27.30In Construction Pit, Degree of Compaction in Construction Pit, Compact, Density% 0.92 to 0.95 m3 00-0203154-0302 28.30In Construction Pit, Degree of Compaction in Construction Pit, Compact, Density% 0.96 to 0.98 m3 00-0203154-0303 30.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.92 to

0.95 m3

00-0203154-0304 31.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.96 to 0.98 m3

00-0203156- Conveying Soil, Conveying Distance over 500 to 1000 M, Installing, Compacting in Layers, Construction Project of Geotechnical Category GK 1 DIN 4020

00-0203156-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0203156-0101 29.30In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.92 to 0.95 m3 00-0203156-0102 30.30In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.96 to 0.98 m3 00-0203156-0103 32.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.92 to

0.95 m3

00-0203156-0104 33.60As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.96 to 0.98 m3

00-0203156-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0203156-0201 29.80In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.92 to 0.95 m3 00-0203156-0202 30.80In Construction Pit, Degree of Compaction in Construction Pit, Compact, Density% 0.96 to 0.98 m3 00-0203156-0203 32.60As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.92 to

0.95 m3

00-0203156-0204 34.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.96 to 0.98 m3

00-0203156-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Consistency Fixed DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0203156-0301 31.30In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.92 to 0.95 m3 00-0203156-0302 32.30In Construction Pit, Degree of Compaction in Construction Pit, Compact, Density% 0.96 to 0.98 m3 00-0203156-0303 34.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.92 to

0.95 m3

00-0203156-0304 36.60As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.96 to 0.98 m3

00-0203158- Soil Delivery, Installation, Compacting in Layers, Construction Measure of Geotechnical Category GK 1 DIN

00-0203158-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

Data Date:

2005-2017-2021

All Prices Listed Are: € Euro Page 5 of 1741

Assoc. Surcharge

Item Description - English

00-0203158-0101 24.30In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.92 to 0.95 m3 00-0203158-0102 25.30In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.96 to 0.98 m3 00-0203158-0103 27.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.92 to

0.95 m3

00-0203158-0104 28.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.96 to 0.98 m3

00-0203160- Soil Delivery, Installation by Hand, Compacting in Layers, Construction Measure of Geotechnical Category

GK 1 DIN 4020

00-0203160-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0203160-0101 84.30In Construction Pit, Degree of Compaction in Construction Pit, Compress, Density% 0.92 to 0.95 m3 00-0203160-0102 85.30In Construction Pit, Degree of Compaction in Construction Pit, Compact, Density% 0.96 to 0.98 m3 00-0203160-0103 87.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.92 to

0.95 m3

00-0203160-0104 88.10As Backfilling of Structures / Parts, Degree of Compaction as Backfilling, Compress, Density% 0.96 to 0.98 m3

00-0203162- Delivering, Installing, Compressing Materials in Layers

00-0203162-01 In Construction Pit, Degree of Compaction Density% 0.92 to 0.95 00-0203162-0101 47.30Gravel-sand Mixture m3 00-0203162-0102 55.30Gravel-grit-crushed Sand Mixture m3

00-0203162-02 In Construction Pit, Degree of Compaction Density% 0.96 to 0.98 00-0203162-0201 48.30Gravel-sand Mixture m3 00-0203162-0202 56.30Gravel-grit-crushed Sand Mixture m3

00-0203162-03 As Backfilling of Structures / Parts, Degree of Compression Density% 0.92 to 0.95 00-0203162-0301 50.10Gravel-sand Mixture m3 00-0203162-0302 58.10Gravel-grit-crushed Sand Mixture m3

00-0203162-04 As Backfilling of Structures / Parts, Degree of Compression Density% 0.96 to 0.98 00-0203162-0401 51.10Gravel-sand Mixture m3 00-0203162-0402 59.10Gravel-grit-crushed Sand Mixture m3

00-0203164- Delivering Materials, Installing by Hand, Compacting in Layers

00-0203164-01 In Construction Pit, Degree of Compaction Density% 0.92 to 0.95 00-0203164-0101 107.00Gravel-sand Mixture m3 00-0203164-0102 115.00Gravel-grit-crushed Sand Mixture m3

00-0203164-02 In Construction Pit, Degree of Compaction Density% 0.96 to 0.98 00-0203164-0201 108.00Gravel-sand Mixture m3 00-0203164-0202 116.00Gravel-grit-crushed Sand Mixture m3

00-0203164-03 As Backfilling of Structures / Parts, Degree of Compression Density% 0.92 to 0.95 00-0203164-0301 110.00Gravel-sand Mixture m3 00-0203164-0302 118.00Gravel-grit-crushed Sand Mixture m3

00-0203164-04 As Backfilling of Structures / Parts, Degree of Compression Density% 0.96 to 0.98 00-0203164-0401 111.00Gravel-sand Mixture m3 00-0203164-0402 119.00Gravel-grit-crushed Sand Mixture m3

Sec: 00-03 Bottom of the Post Foundations 00-0301- Excavated Soil Post Foundations

00-0301170- Loosen the Soil for the Post Foundation, Install Laterally, Construction Measure of the Geotechnical Category GK 1 DIN 4020

00-0301170-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0301170-0101 8.30Foundation Dimensions (w X L X H) 40 X 40 X 80 Cm Each 00-0301170-0102 15.80Foundation Dimensions (w X L X H) 60 X 60 X 80 Cm Each 00-0301170-0103 24.00Foundation Dimensions (w X L X H) 80 X 60 X 100 Cm Each 00-0301170-0104 3.70Foundation Diameter X Height 25 X 60 Cm Each

Data Date:

2005-2017-2021

All Prices Listed Are: € Euro Page 6 of 1741

Assoc. Surcharge

Item Description - English

00-0301170-0105 5.70Foundation Diameter X Height 30 X 80 Cm Each 00-0301170-0106 7.60Foundation Diameter X Height 40 X 80 Cm Each

00-0301170-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0301170-0201 9.10Foundation Dimensions (w X L X H) 40 X 40 X 80 Cm Each 00-0301170-0202 17.40Foundation Dimensions (w X L X H) 60 X 60 X 80 Cm Each 00-0301170-0203 26.40Foundation Dimensions (w X L X H) 80 X 60 X 100 Cm Each 00-0301170-0204 4.10Foundation Diameter X Height 25 X 60 Cm Each 00-0301170-0205 6.25Foundation Diameter X Height 30 X 80 Cm Each 00-0301170-0206 8.35Foundation Diameter X Height 40 X 80 Cm Each

00-0301172- Loosen the Soil for the Post Foundation, Load, Construction Measure of the Geotechnical Category GK 1

DIN 4020

00-0301172-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0301172-0101 5.90Foundation Dimensions (w X L X H) 40 X 40 X 80 Cm Each 00-0301172-0102 11.10Foundation Dimensions (w X L X H) 60 X 60 X 80 Cm Each 00-0301172-0103 16.80Foundation Dimensions (w X L X H) 80 X 60 X 100 Cm Each 00-0301172-0104 2.60Foundation Diameter X Height 25 X 60 Cm Each 00-0301172-0105 4.00Foundation Diameter X Height 30 X 80 Cm Each 00-0301172-0106 5.30Foundation Diameter X Height 40 X 80 Cm Each

00-0301172-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0301172-0201 6.50Foundation Dimensions (w X L X H) 40 X 40 X 80 Cm Each 00-0301172-0202 12.20Foundation Dimensions (w X L X H) 60 X 60 X 80 Cm Each 00-0301172-0203 18.50Foundation Dimensions (w X L X H) 80 X 60 X 100 Cm Each 00-0301172-0204 2.85Foundation Diameter X Height 25 X 60 Cm Each 00-0301172-0205 4.40Foundation Diameter X Height 30 X 80 Cm Each 00-0301172-0206 5.80Foundation Diameter X Height 40 X 80 Cm Each

00-0301172-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Constant Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0301172-0301 7.15Foundation Dimensions (w X L X H) 40 X 40 X 80 Cm Each 00-0301172-0302 13.40Foundation Dimensions (w X L X H) 60 X 60 X 80 Cm Each 00-0301172-0303 20.30Foundation Dimensions (w X L X H) 80 X 60 X 100 Cm Each 00-0301172-0304 3.15Foundation Diameter X Height 25 X 60 Cm Each 00-0301172-0305 4.85Foundation Diameter X Height 30 X 80 Cm Each 00-0301172-0306 6.40Foundation Diameter X Height 40 X 80 Cm Each

00-0302- Backfilling of the Post Holes

00-0302180- Filling the Post Hole With Soil on the Side, Construction Measure of the Geotechnical Category GK 1 DIN

00-0302180-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0302180-0101 18.00--- m3

00-0302180-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0302180-0201 22.50--- m3

00-0302182- Filling the Post Hole With the Soil to be Delivered, Construction Measure of the Geotechnical Category GK 1

DIN 4020

00-0302182-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0302182-0101 24.00--- m3

00-0302182-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0302182-0201 28.50--- m3

Sec: 00-04 Floor of Traffic Areas 00-0401- Soil Removal of Traffic Areas

Data Date:

2005-2017-2021

All Prices Listed Are: € Euro Page 7 of 1741

Assoc. Surcharge

Item Description - English

00-0401200- Loosen the Soil for the Traffic Area, Store it on the Side, Construction Measure of the Geotechnical Category GK 1 DIN 4020

00-0401200-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0401200-0101 22.70Removal Depth up to 0.3 M m3 00-0401200-0102 21.00Removal Depth Depth over 0.3 to 0.5 M m3 00-0401200-0103 19.30Removal Depth Depth over 0.5 to 0.8 M m3

00-0401200-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0401200-0201 28.20Removal Depth up to 0.3 M m3 00-0401200-0202 26.50Removal Depth Depth over 0.3 to 0.5 M m3 00-0401200-0203 24.80Removal Depth over 0.5 to 0.8 M m3

00-0401200-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Consistency Fixed DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0401200-0301 36.50Removal Depth up to 0.3 M m3 00-0401200-0302 34.80Removal Depth Depth over 0.3 to 0.5 M m3 00-0401200-0303 33.10Removal Depth Depth over 0.5 to 0.8 M m3

00-0401202- Loosen Soil for Traffic Areas by Hand, Store on the Side, Construction Measure of Geotechnical Category

GK 1 DIN 4020

00-0401202-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0401202-0101 77.90€‹â€‹removal Depth up to 0.3 M m3 00-0401202-0102 79.20Removal Depth Depth over 0.3 to 0.5 M m3 00-0401202-0103 79.80Removal Depth over 0.5 to 0.8 M m3

00-0401202-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0401202-0201 97.00Removal Depth up to 0.3 M m3 00-0401202-0202 98.20Removal Depth over 0.3 to 0.5 M m3 00-0401202-0203 99.40Removal Depth Depth over 0.5 to 0.8 M m3

00-0401202-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Solid Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0401202-0301 119.00Removal Depth up to 0.3 M m3 00-0401202-0302 120.00Removal Depth Depth over 0.3 to 0.5 M m3 00-0401202-0303 121.00Removal Depth over 0.5 to 0.8 M m3

00-0401204- Loosen and Convey Soil for Traffic Areas, Conveying Distance over 50 to 500 M, Store, Construction Project of Geotechnical Category GK 1 DIN 4020

00-0401204-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0401204-0101 28.70Removal Depth up to 0.3 M m3 00-0401204-0102 27.00Removal Depth over 0.3 to 0.5 M m3 00-0401204-0103 25.30Removal Depth Depth over 0.5 to 0.8 M m3

00-0401204-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0401204-0201 34.20Removal Depth up to 0.3 M m3 00-0401204-0202 32.50Removal Depth over 0.3 to 0.5 M m3 00-0401204-0203 30.80Removal Depth over 0.5 to 0.8 M m3

00-0401204-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Solid Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0401204-0301 42.50Removal Depth up to 0.3 M m3 00-0401204-0302 40.80Removal Depth Depth over 0.3 to 0.5 M m3 00-0401204-0303 39.10Removal Depth Depth over 0.5 to 0.8 M m3

00-0401206- Loosen and Convey Soil for Traffic Areas, Conveying Distance over 500 to 1000 M, Store, Construction Project of Geotechnical Category GK 1 DIN 4020

Data Date:

2005-2017-2021

All Prices Listed Are: € Euro Page 8 of 1741

Assoc. Surcharge

Item Description - English

00-0401206-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0401206-0101 32.70Removal Depth up to 0.3 M m3 00-0401206-0102 31.00Removal Depth Depth over 0.3 to 0.5 M m3 00-0401206-0103 29.30Removal Depth Depth over 0.5 to 0.8 M m3

00-0401206-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0401206-0201 38.20Removal Depth up to 0.3 M m3 00-0401206-0202 36.50Removal Depth Depth over 0.3 to 0.5 M m3 00-0401206-0203 34.80Removal Depth over 0.5 to 0.8 M m3

00-0401206-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Solid Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0401206-0301 46.50Removal Depth up to 0.3 M m3 00-0401206-0302 44.80Removal Depth Depth over 0.3 to 0.5 M m3 00-0401206-0303 43.10Removal Depth Depth over 0.5 to 0.8 M m3

00-0401208- Loosen, Load, Construction Measure of Geotechnical Category GK 1 DIN 4020

00-0401208-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0401208-0101 24.40Removal Depth up to 0.3 M m3 00-0401208-0102 22.70Removal Depth Depth over 0.3 to 0.5 M m3 00-0401208-0103 21.00Removal Depth over 0.5 to 0.8 M m3

00-0401208-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0401208-0201 29.90Removal Depth up to 0.3 M m3 00-0401208-0202 28.20Removal Depth Depth over 0.3 to 0.5 M m3 00-0401208-0203 26.50Removal Depth Depth over 0.5 to 0.8 M m3

00-0401208-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Solid Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0401208-0301 38.20Removal Depth up to 0.3 M m3 00-0401208-0302 36.50Removal Depth Depth over 0.3 to 0.5 M m3 00-0401208-0303 34.80Removal Depth Depth over 0.5 to 0.8 M m3

00-0401210- Loosen Soil for Traffic Areas by Hand, Load, Construction Measure of Geotechnical Category GK 1 DIN 4020

00-0401210-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0401210-0101 79.80Removal Depth up to 0.3 M m3 00-0401210-0102 80.40Removal Depth Depth over 0.3 to 0.5 M m3 00-0401210-0103 81.60Removal Depth over 0.5 to 0.8 M m3

00-0401210-02 Homogeneous Range 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0401210-0201 98.80Removal Depth up to 0.3 M m3 00-0401210-0202 100.00Removal Depth Depth over 0.3 to 0.5 M m3 00-0401210-0203 101.00Removal Depth over 0.5 to 0.8 M m3

00-0401210-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Solid Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0401210-0301 121.00Removal Depth up to 0.3 M m3 00-0401210-0302 122.00Removal Depth Depth over 0.3 to 0.5 M m3 00-0401210-0303 124.00Removal Depth Depth over 0.5 to 0.8 M m3

00-0402- Soil Installation Traffic Areas

00-0402220- Install Soil Lying on the Side as a Substructure for Traffic Areas, Compact in Layers, Deformation Module Ev2 At Least 45 Mn / M2, Construction Measure of Geotechnical Category GK 1 DIN 4020

00-0402220-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass

Data Date:

2005-2017-2021

All Prices Listed Are: € Euro Page 9 of 1741

Assoc. Surcharge

Item Description - English

Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0402220-0101 19.10Paving Thickness up to 30 Cm m3 00-0402220-0102 16.60Paving Thickness 30 to 50 Cm m3 00-0402220-0103 13.60Paving Thickness 50 to 80 Cm m3

00-0402220-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0402220-0201 19.60Paving Thickness up to 30 Cm m3 00-0402220-0202 17.10Paving Thickness 30 to 50 Cm m3 00-0402220-0203 14.10Paving Thickness 50 to 80 Cm m3

00-0402220-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Solid Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0402220-0301 21.10Paving Thickness up to 30 Cm m3 00-0402220-0302 18.60Paving Thickness 30 to 50 Cm m3 00-0402220-0303 15.60Paving Thickness 50 to 80 Cm m3

00-0402222- Laying Soil on the Side as a Substructure for Traffic Areas by Hand, Compacting in Layers, Deformation Module Ev2 At Least 45 Mn / M2, Construction Measure of Geotechnical Category GK 1 DIN 4020

00-0402222-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0402222-0101 57.70Paving Thickness up to 30 Cm m3 00-0402222-0102 63.20Paving Thickness 30 to 50 Cm m3 00-0402222-0103 68.80Paving Thickness 50 to 80 Cm m3

00-0402222-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0402222-0201 58.20Paving Thickness up to 30 Cm m3 00-0402222-0202 63.70Paving Thickness 30 to 50 Cm m3 00-0402222-0203 69.30Paving Thickness 50 to 80 Cm m3

00-0402222-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Solid Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0402222-0301 59.70Paving Thickness up to 30 Cm m3 00-0402222-0302 65.20Paving Thickness 30 to 50 Cm m3 00-0402222-0303 70.80Paving Thickness 50 to 80 Cm m3

00-0402224- Convey Soil, Conveying Distance over 50 to 500 M, Install as Substructure for Traffic Area, Compact in Layers, Deformation Module Ev2 At Least 45 Mn / M2, Construction Measure of Geotechnical Category GK 1

DIN 4020

00-0402224-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0402224-0101 25.10Paving Thickness up to 30 Cm m3 00-0402224-0102 22.60Paving Thickness 30 to 50 Cm m3 00-0402224-0103 19.60Paving Thickness 50 to 80 Cm m3

00-0402224-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0402224-0201 25.60Paving Thickness up to 30 Cm m3 00-0402224-0202 23.10Paving Thickness 30 to 50 Cm m3 00-0402224-0203 20.10Paving Thickness 50 to 80 Cm m3

00-0402224-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Constant Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0402224-0301 27.10Paving Thickness up to 30 Cm m3 00-0402224-0302 24.60Paving Thickness 30 to 50 Cm m3 00-0402224-0303 21.60Paving Thickness 50 to 80 Cm m3

00-0402226- Convey Soil, Conveying Distance over 500 to 1000 M, Install as a Substructure for Traffic Areas, Compact in Layers, Deformation Module Ev2 At Least 45 Mn / M2, Construction Measure of Geotechnical Category GK 1

DIN 4020

00-0402226-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass

Data Date:

2005-2017-2021

All Prices Listed Are: € Euro Page 10 of 1741

Assoc. Surcharge

Item Description - English

Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0402226-0101 29.10Paving Thickness up to 30 Cm m3 00-0402226-0102 26.60Paving Thickness 30 to 50 Cm m3 00-0402226-0103 23.60Paving Thickness 50 to 80 Cm m3

00-0402226-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0402226-0201 29.60Paving Thickness up to 30 Cm m3 00-0402226-0202 27.10Paving Thickness 30 to 50 Cm m3 00-0402226-0203 24.10Paving Thickness 50 to 80 Cm m3

00-0402226-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Consistency Fixed DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0402226-0301 31.10Paving Thickness up to 30 Cm m3 00-0402226-0302 28.60Paving Thickness 30 to 50 Cm m3 00-0402226-0303 25.60Paving Thickness 50 to 80 Cm m3

00-0402228- Soil as a Substructure for Traffic Areas Deliver, Install, Compact in Layers, Deformation Module Ev2 At Least 45 Mn / M2, Construction Measure of Geotechnical Category GK 1 DIN 4020

00-0402228-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0402228-0101 24.10Paving Thickness up to 30 Cm m3 00-0402228-0102 21.60Paving Thickness 30 to 50 Cm m3 00-0402228-0103 18.60Paving Thickness 50 to 80 Cm m3

00-0402230- Provide Soil as a Substructure for Traffic Areas, Install by Hand, Compact in Layers, Deformation Module Ev2 At Least 45 Mn / M2, Construction Measure of Geotechnical Category GK 1 DIN 4020

00-0402230-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0402230-0101 84.10Paving Thickness up to 30 Cm m3 00-0402230-0102 81.60Paving Thickness 30 to 50 Cm m3 00-0402230-0103 78.60Paving Thickness 50 to 80 Cm m3

00-0402232- Supply, Install, and Compress Materials as a Substructure for Traffic Areas, Deformation Modulus Ev2 At Least 45 Mn / M2

00-0402232-01 Paving Thickness up to 30 Cm 00-0402232-0101 49.10Gravel-sand Mixture m3 00-0402232-0102 55.10Gravel-grit-crushed Sand Mixture m3

00-0402232-02 Paving Thickness over 30 to 50 Cm 00-0402232-0201 46.60Gravel-sand Mixture m3 00-0402232-0202 52.10Gravel-grit-crushed Sand Mixture m3

00-0402232-03 Paving Thickness over 50 to 80 Cm 00-0402232-0301 41.60Gravel-sand Mixture m3 00-0402232-0302 49.60Gravel-grit-crushed Sand Mixture m3

00-0402234- Deliver Materials as a Substructure for Traffic Areas, Install by Hand, Compact in Layers, Deformation Module Ev2 At Least 45 Mn / M2

00-0402234-01 Paving Thickness up to 30 Cm 00-0402234-0101 109.00Gravel-sand Mixture m3 00-0402234-0102 115.00Gravel-grit-crushed Sand Mixture m3

00-0402234-02 Paving Thickness over 30 to 50 Cm 00-0402234-0201 107.00Gravel-sand Mixture m3 00-0402234-0202 112.00Gravel-grit-crushed Sand Mixture m3

00-0402234-03 Paving Thickness over 50 to 80 Cm 00-0402234-0301 102.00Gravel-sand Mixture m3 00-0402234-0302 110.00Gravel-grit-crushed Sand Mixture m3

00-0403- Soil Removal and Installation of Traffic Areas

Data Date:

2005-2017-2021

All Prices Listed Are: € Euro Page 11 of 1741

Assoc. Surcharge

Item Description - English

00-0403240- Loosen the Soil, Convey It, Install it as a Substructure for the Traffic Area, Compact in Layers, Deformation Module Ev2 At Least 45 Mn / M2, Construction Measure of Geotechnical Category GK 1 DIN 4020

00-0403240-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0403240-0101 28.00Conveyor Route Conveyor. up to 50 M m3 00-0403240-0102 34.00Conveyor Route Conveyor. over 50-500m m3 00-0403240-0103 38.00Conveyor Route Conveyor. over 500-1000m m3

00-0403240-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0403240-0201 33.10Conveyor Route Conveyor. up to 50 M m3 00-0403240-0202 39.10Conveyor Route Conveyor. over 50-500m m3 00-0403240-0203 43.10Conveyor Route Conveyor. over 500-1000m m3

00-0403240-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Solid Consistency DIN EN ISO 14688-1, (Formerly Soil Class 6)

00-0403240-0301 41.40Conveyor Route Conveyor. up to 50 M m3 00-0403240-0302 47.40Conveyor Route Conveyor. over 50-500m m3 00-0403240-0303 51.40Conveyor Route Conveyor. over 500-1000m m3

Sec: 00-05 Soil of Vegetation Areas 00-0501- Soil Erosion of Vegetation Areas

00-0501300- Loosen the Soil for the Vegetation Area After Removing the Topsoil, Store to the Side, Construction Measure of the Geotechnical Category GK 1 DIN 4020

00-0501300-01 Homogeneous Range 1 Mass Fraction of Stones up to 30% / Mass Fraction of Blocks up to 20% / Mass Fraction of Large Blocks up to 10% DIN EN ISO 14688-1, Consistency Solid / Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, Storage Density Loose / Medium-Density / Tight DIN 18126, (Formerly Soil Class 3 - 4)

00-0501300-0101 21.70Removal Depth up to 0.3 M m3 00-0501300-0102 19.50Removal Depth Depth over 0.3 to 0.5 M m3 00-0501300-0103 17.30Removal Depth over 0.5 to 0.8 M m3

00-0501300-02 Homogeneous Area 2 Consistency Semi-Solid / Stiff / Soft DIN EN ISO 14688-1, (Formerly Soil Class 5) 00-0501300-0201 27.20Removal Depth up to 0.3 M m3 00-0501300-0202 25.00Removal Depth Depth over 0.3 to 0.5 M m3 00-0501300-0203 22.80Removal Depth Depth over 0.5 to 0.8 M m3

00-0501300-03 Homogeneous Range 3 Mass Fraction of Stones over 30 to Mass Fraction of Blocks over 20 to 40% / Mass Fraction of Large Blocks over 10 to 30% DIN EN ISO 14688-1, Solid Consistency DIN…