Slovakia-Košice: Trunk road construction work

NLZ02_2022

SO 201-01 Bridge building No. 547-023
Located in the village of Veľký Folkmar, district Gelnica (station 31,700 km), in the place of crossing the road with Kojšovský
The existing bridge object is a single-field one. The load-bearing structure consists of a reinforced concrete plate 300 mm
It's just laid on the backs. On it are laid road layers. The lower structure consists of a pair of reinforced concrete supports with vertical cheeks. The wings are also reinforced concrete forming the slopes of the stream bed. The transverse slope on the bridge is about 2.0% roof-like. The width of the road between the cornices is 7.50 m and between the guardrails 7.50 m. On the bridge there are recessed cornices on which the guardrails are located.
SO 201-02 Bridge building No. 547-028
The bridge is located in an extravagant area between Štefanská Huta and Kluknava, the cadastral area of Štefanská Huta, the district of Gelnica (40,500 km station), at the crossing point of the road with Záhorský potok.
The existing bridge object is single-field. The load-bearing structure consists of a prefa of MJ 69 beams with 10 pieces simply placed on supports, 500 mm thick. On them there are road layers. The lower structure consists of a pair of reinforced concrete supports with sloping cheeks in an inclination of 10:1. The wings are reinforced concrete parallel. On the bridge there are recessed cornices, on which there are railings. The transverse slope on the bridge is one-sided about 0.5 and 2.0%.The width of the road between the cornices is 8.50 m and between the railings 9.50 m.
SO 201-03 Bridge building No. 547-036
The existing bridge building is located in an extravilane between the villages Kolinovce and Spišské Vlachy, district Spišská Nová Ves (station 49,800 km), in the place of crossing the road with the stream Studenec.
The bridge object is a single-field, load-bearing structure simply placed on supports, which is made up of reinforced concrete slab hr. 300 mm and prefa beams 500 mm. On the supporting structure there is a connecting plate and asphalt layers of the road. The lower structure consists of a pair of reinforced concrete supports with vertical cheeks. Parallel wings are also reinforced concrete. The transverse slope on the bridge is one-sided approximately 3.0% and 0.8%. The width of the road between the cornices is 9.48 m and between the guardrails 8.50 m. On the bridge there are completed cornices on which the guardrails are located.
SO 201-04 Bridge building No. 547-037
Existing bridge building No 547-037 is located in an extravilane between Kolinovce and Spišské Vlachy, Spišská Nová Ves district (51,000 km station), at the crossroads of the road with the Slatvinský brook. The existing bridge object is single-field. The supporting structure is simply placed on the supports, which is made up of prefa beams Hájek height 280mm. On the supporting structure there are levelling concrete and asphalt pavement layers. The lower building is made up of two
reinforced concrete supports with vertical cheeks. Parallel wings are also reinforced concrete.
The transverse slope on the bridge is one-sided approximately 3.3% and 4.8% respectively. The width of the road between the cornices is 8.26 m and between
Handrail 9.66m. On the bridge there are recessed cornices, on which there is a railing.
SO 201-05 Bridge building No. 547-038
The existing bridge building is located in an extravagant area between Kolinovce and Spišské Vlachy at the crossing point of the road with the Oľšavec stream. The existing bridge object is single-field. The support structure is simply placed on the supports, which is made up of 20 pcs prefa beams 500 mm height hook. On the supporting structure there are levelling concrete and asphalt pavement layers. The lower structure consists of a pair of reinforced concrete supports with vertical cheeks. Parallel wings are also reinforced concrete. The transverse slope on the bridge is one-sided approximately 1.1% and 2.6%. The width of the road between the cornices is 9.02 m and between the guardrails 10.02 m. On the bridge there are recessed cornices on which the guardrails are located. Construction work related to the reconstruction of the bridge will be carried out in two stages, halfway through.

Electronic via:
http://ksk.eranet.sk/#/tenderPublicDetails/220

Submission for all lots

Not available

25/07/2022 13:00

SK042 Košický kraj

45233124 - Trunk road construction work

45221110 - Bridge construction work

71300000 - Engineering services