Germany - Expansion of the streets Am Klippelgarten and "Klosterhofstraße in Sulzbach (Taunus) E

Description

Expansion of the streets Am Klippelgarten and "Klosterhofstraße in Sulzbach (Taunus) Including flood protection wall, drinking water supply and sewer; sewer; 2. 3. 2. 30. Excavated soil, trench sewer, depth up to 4.00 m 530 m³; 2. 3. 2. 180. Removal, recycling of excavated soil, uncontaminated, homogeneous area; B2 - B4 (Bkl. 2-5 VOB 2012), 1150 to.; 2. 3. 2. 190. Addition excavation BM-F3 recycling\/disposal, 1150 to.; 2. 3. 2. 150. Filling mat. embedding embedding pipes DN 1600, 200 m³; 2. 3. 3. 60. 3. 3. 60. reinforced concrete pipes DN 1600, 37.50 m; 2. 3. 3. 100. throttle shaft 1 piece; 2. 3. 3. 110. connection to collector invert shaft 1 piece; 2. 3. 3. 120. Alpheus throttle element supply, install 1 piece; 2. 4. 1. 10. Soil excavation, trench sewer, depth up to 4.00 m, 900 m³; 2. 4. 1. 30. Coarse aggregate grain size 0\/45-0\/63, 100 m³; 2. 4. 1. 40. Trench shoring, 1350 m²; 2. 4. 1. 170. Filling mat. embedding embedding pipes DN 300-600, 210 m³; 2. 4. 1. 190. backfilling sewer trench material: stone soil \'up to 3.00 m 450 m³; 2. 4. 1. 200. removal, recycling excavated soil, uncontaminated, homogeneous area; B2 - B4 (Bkl. 2-5 VOB 2012) 1550 to.; 2. 4. 1. 210. allowance excavation BM-F3 recycle\/dispose 1550 to.2. 4. 2. 10. PP - sewer pipe DN\/OD 315, 90 m; 2. 4. 2. 30. PP - sewer pipe DN\/OD 400, 115 m; 2. 4. 2. 50. PP - sewer pipe DN\/OD 500, 50 m; manhole structures DN 1000, 8 pieces; sewer house connections, 21 pieces; drinking water pipe; 3. 3. 1. 20. excavated soil, trench TW supply, depth up to 1.75 m, 415 m³; 3. 3. 1. 120. pipeline zone, 185 m³; 3. 3. 1. 130. backfilling TWL trench, with materials to be supplied by the contractor, 150 m³; 3. 3. 1. 220. Removal, recycling of excavated soil, uncontaminated, homogeneous area; B2 - B4 (Bkl. 2-5 VOB 2012), 700 to.; 3. 3. 1. 230. Addition excavation BM-F3 recycling\/disposal, 700 to.; 3. 4. 1. 30. PE 100 - pipe DN 100, 370 m; 3. 4. 1. 110. Ductile fittings, 350 kg; 3. 4. 1. 10. 5. 1. 10. PE-100 pressure pipe OD 40 \/ earthworks, 80 m; 3. 5. 1. 20. PE-100 pressure pipe OD 63 \/ earthworks, 20 m; 3. 5. 1. 30. Removal, recycling of excavated soil, uncontaminated, homogeneous area; B2 - B4 (Bkl. 2-5 VOB 2012), 230 to.3. 5. 1. 40. additional excavation BM-F3 recycling\/disposal, 230 tons; 3. 5. 1. 120. valve tapping fitting for DA 125 PEHD, 19 pieces; 3. 5. 1. 150. water meter shaft supply, installation 1 meter, 10 pieces; 3. 5. 1. 310. Drinking fountain TWB, 1 piece; flood protection; 04.03.03.1 Soil excavation construction pit, depth up to 2.50 m 800 m3; 04.03.03.6 Soil, construction pit backfill, choice of contractor, 210 m3; 04.03.04.1 Removal, recycling of excavated soil, uncontaminated, homogeneous area; B2 - B4 (Bkl. 2-5 VOB 2012), 650 t; 04.03.04.2 Additional excavation BM-F3 recycling\/disposal, 650 t; 04.04.01.1 Shoring for construction pits, T up to 2.50 m, 600 m2; 04.05.01.6 Open GW holding, pumping capacity 20 l\/s, 1500 h; 04.07.01.5 Prefabricated SB element made of C 35\/45, 120 m3; 04.07.01.6 Prefabricated SB element made of C 35\/45 Ramp access allotment gardens, 15 m3; 04.07.01.8 Install reinforcing steel B500A \/ B500B, 35 t; 04.07.01.15 Wall panel, height 80 cm, width 99 cm, 20 pcs; 04.07.01.16 Wall panel, height 105 cm, width 99 cm, 16 pcs; Road construction; 5. 2. 4. 40. Remove traffic area up to 60 cm \/ dispose of BM-0*,1380 m²; 5. 2. 4. 50. Remove traffic area up to 65 cm \/ dispose of BM-0*, 80 m²; 5. 2. 4. 60. Remove traffic area up to 60 cm \/ dispose of BM-0*, 420 m²; 5. 2. 4. 70. Allowance for temporary storage of soil for sampling according to LAGA, 760 m³; 5. 2. 4. 80. Allowance for disposal of soil, BM-F3*\/ AVV 17 01 07, 1400 tons; 5. 2. 4. 110. Allowance for disposal of tar-containing excavated material up to 400 mg\/kg; \/ AVV 17 03 01*, 300 to.; 5. 2. 6. Road drainage road drain, 19 pieces; 5. 2. 7. 20. "Create gravel base course, Bk1.0 to Bk100*0\/32, 1450 m²; 5. 2. 7. 40. frost protection layer. D 26 cm roadway, 390 m²; 5. 2. 8. 150. drainage channel, three lines, trough shape, b=0.50 m, 265 m; 5. 2.10. 20. paving made of concrete blocks, St.100\/200\/100*m.F.,; o.Vorsatz, Bedding 0\/5*SZ 22*joint 0\/2, elbow joint, 1440 m²; 5. 3. 3. 30. remove traffic area up to 34 cm \/ dispose of BM-0*, 405 m²; 5. 3. 4. road drainage; 5. 3. 4. 30. KG pipes DN 150 \/ earthworks up to 2.00 ... (The text was cut off. You can find the entire text in the PDF file)

Opportunity closing date

16 December 2024

Value of contract

to be confirmed