Technical solution of the building 1 earthworks - cleaning of ditches on one side along the entire length of lc on both sides in some sections 2 installation of new steel downpipes width 120 mm dn 400 - 8 pieces length 5 5 m technical evaluation 3 tearing off the edges unilaterally along the entire length of the lc 4 improvement of the plain in the entire length of 910 m width 3 5 m widening at the beginning of the route 10 3 m and at the end of the route at the connection to lc ko rov 5 15 m 4 descents 5 resurfacing of the entire lc section with the width of the repair 3 5 910 widening at the beginning and at the end of the route and 4x descent into the forest crushed stone 0 32 mm in thickness 15 cm clouding of crushed stone fr 0 4 mm adjustments by station km description 0 000 connection to the lc behind svorsk hajovn the beginning of the two-sided ditch 0 080 end of a two-sided ditch 0 100 add 5 5 m downpipe 0 121 adjust the slope on the left 12 15 m 0 137 to translate the existing downpipe 5 5 m long 0 140-0 210 cutout on the left w 2 m 0 180 add 5 5 m downpipe 0 217 to translate the existing downpipe length 5 5 m 0 260 add 5 5 m downpipe 0 270-0 300 cutout on the left width 2 m 0 301 to translate the existing downpipe 5 5 m long 0 350 to add a 5 5 m drain 0 377 to translate the existing downpipe 5 5 m long 0 417 to add a 5 5 m long pipe 0 442 to translate the existing downpipe 5 5 m long 0 478 slope on the right adjust 10 10 m 0 495 to translate the existing downpipe 5 5 m long 0 540 add a 5 5m water pipe adjust the slope on the right 10 10 m 0 650 the beginning of a two-sided trench 0 740 end of a two-sided ditch 0 780 to add a 5 5 m long pipe 0 830 to add a 5 5 m long pipe 0 895 existing culvert without modification 0 910 end of lc adjustment of connection 5 15 m
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What is the procurement trend for Technical solution of the building 1 earthworks - cleaning of ditches on one side along the entire length of lc on both sides in some sections 2 installation of new steel downpipes width 120 mm dn 400 - 8 pieces length 5 5 m technical evaluation 3 tearing off the edges unilaterally along the entire length of the lc 4 improvement of the plain in the entire length of 910 m width 3 5 m widening at the beginning of the route 10 3 m and at the end of the route at the connection to lc ko rov 5 15 m 4 descents 5 resurfacing of the entire lc section with the width of the repair 3 5 910 widening at the beginning and at the end of the route and 4x descent into the forest crushed stone 0 32 mm in thickness 15 cm clouding of crushed stone fr 0 4 mm adjustments by station km description 0 000 connection to the lc behind svorsk hajovn the beginning of the two-sided ditch 0 080 end of a two-sided ditch 0 100 add 5 5 m downpipe 0 121 adjust the slope on the left 12 15 m 0 137 to translate the exist..?
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