Providing infrastructure maintenance and refurbishment activities on the open-access railway track network operated by MÁV Pályaoperationi Zrt. as AK in accordance with the 2005 Railway Transport Act: CLXXXIII. tv. Under Section 11(8) to (9), the infrastructure manager is responsible for the operation, operation, including maintenance and renewal, of the railway track network it operates. In connection with the operation of the infrastructure, the need to carry out various civil works and other related ancillary tasks in connection with the maintenance, renewal and construction of railway tracks in the AK’s area of operation is continuous. During the implementation, the contractor is responsible for: Railway track construction (calculated cost: cca: 3.Mrd Ft.) • Reinforced concrete sleeper replacement (open line, station, platform, fence, detour) with delivery 2.978 pcs., without flyer 5.952 pcs. • Footboard replacement (open line, station, platform, fence, detour, tunnel) with transport 2,643 pcs + 74 pcs (small railway), without transport 5,283 pcs + 2 pcs (small railway) • Track gauge control (sliding plate or bottom) with transport on 181 floors • Reinforced concrete sleeper repair (various types; on track, on workbench) with transport 66.464 bores • Switching device replacement of various types) with transport 8.492 pcs. • GEO underlay plate replacement with shipping 181 pcs. • Screw locking ring with replacement delivery 2.363 pcs. • Replacement of rails of different lengths on gapless and/or conventional tracks with and without transport: 27,950 m • Pulling down the long rail (120 mh and 108 mh) without flying 6 pcs. • Rail pull-down (non-standard mh) without fly 5.814 m. • Long rail pull-up (120 mh and 108 mh) without fly 6 pcs. • Rail pick-up (non-standard mh) without fly 3.720 m. • TSH design 9.364 vfm • Track cleaning with transport 1.105 m • Lubrication of various switching agents with screw coating with transport 43 pcs. • Manual track control in various superstructures (reinforced concrete base and sleeper) with transport 157 substrates • Socket arrangement without flying 313 pcs • Leakage cleaning with high-pressure sewer cleaning equipment with transport 100 m. • Pulling after screws (machine geo) with transport 4,858 pcs. • Rail end renovation, rejuvenation with transport 17 pcs • Track field ligation (24 m; 120 m) with transport 18 pcs • Installation of railing equipment with transport 3 pcs. Transportation:(calculated cost: cca: 70.M. Ft.) • Transport of diffuse materials (various volumes and distances; toll) 18.259 tons • Carriage of pieces of materials (for different distances; toll) 4.039 tons • Availability fee (during transport of scattered materials) 150 hours • Availability fee (during transport of fragmented materials) 150 hours • Obtaining a driving licence 30 times (calculated cost: cca: 433.M. Ft.) In the case of machinery listed in the unpriced budget, it is necessary to price • machinery rental, the total amount of which for evaluation purposes is 13.610 shift hours (with toll), and • the availability of machinery, the total amount of which for evaluation purposes is 680.5 hours, and • the cost of transporting machinery for distances over 25 km, the total amount of which for evaluation purposes is 3.570 km (with toll). Traffic technology:(calculated cost: cca: 232.M. Ft.) • Traffic engineering planning (insurance mode change, half-track, full-track diversion, change of station traffic order, main, secondary and other roads): 64 occasions • Traffic engineering works (change of insurance mode, half-track, full-track diversion, change of station traffic order, main, secondary and other roads): 94 times • Shifting (half-track + full-track + half-track): 2 occasions • Providing a signalman: 568 hours • Modification of the traffic plan : 1 occasion Geodesy:(calculated cost: cca: 187.M. Ft.) • Geodetic preparation of FKG regulation 307.151 vfm • Geodetic preparation of KIAG regulation 311 evasive groups • Geodetic preparation of machine bed sieving 8.168 vfm • 4 shifts (8 hours) • Track measurement with Track-Scan device + evaluation 1.613 vfm • Evasive measurement with Track-Scan device + evaluation 2 evasive groups Technical design: (calculated cost: cca: 51.M. Ft.) • Interchange design (with substructure work, without substructure work) 4 interchange groups • Interchange design (1 vg; 2 or more vg) 10 groups • Track reconstruction, track replacement design (with substructure work, without substructure work) 186 vfm • Machine bed replacement design 3.365 vfm • Substructure repair design 120 vfm • Track division and welding design 1 km • Implementation design: 2 km • Preparation of public utility replacement plans 10 m • Designer's supervision 3 engineering days • Organisational planning 1 pc • Preparation of TU, MMT, KIT 1 pc • Environmental plan (EVD, KHT) 4 pcs according to the technical specifications • Obtaining official permits 1 pc Asphalt pavement: (calculated cost: cca: 221.M. Ft.) • Pavement demolition by hand (multiple volume) 175 m3 • Pavement demolition by machine (multiple volume) 45 m3 • Asphalt milling (multiple volume or thickness) 1395 m3 • Pavement foundation preparation, CKT 57 m3 • Concrete pavement foundation preparation (thickness 6-30 cm, width greater than 2 m) 25 m3 • Asphalt pavement preparation (multiple volume or type) 355 m3 • Other additional works to be carried out on the basis of the findings of the administration: o pitting 1 m3 o Asphalt pavement edge cutting 45 m o painting of a pavement mark with solvent paint in 2 layers (machine, manual) 16 m2 o Creation of a bench, shunting bench (from different materials and with material insurance) 93 m3 o Demolition of various platform edges, construction, transport to the site 30 m o Demolition and construction of tactile signs 20 m2 AK draws AT's attention to the fact that the quantities of tasks indicated in the budget are indicated as quantities for evaluation purposes.
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