The subject of the contract is the renovation of existing sidewalks in the Provincial Roads Region in Chełm.

1) Sidewalk on DW No. 812 in msc. Rudka on the section from km 122+150 to km 122+560 p. L.

- Dismantling of edging, curbs with cleaning and preparation for re-incorporation,

- Dismantling of paving stones with cleaning and preparation for re-incorporation,

- Dismantling of cement-sand ballast and the existing substructure with adaptation to the elevation of new construction layers,

- Setting curbs and edging on a concrete bench with resistance of concrete C 12/15 (curbs and edging material from demolition - damaged materials replace with new ones)

- Supplementing the substructure from a mixture bonded with cement C1.5/2 with mechanical compaction and profiling (material supplied from the factory) with a thickness of 10 cm.

- Execution of concrete paving stones on cement-sand ballast 4 cm thick (cube material from demolition with replacement of damaged elements with new ones)

- Adjustment of existing water supply valves to the superior surface,

- Plantation of slopes and roadsides along the renovated pavement

2) Sidewalk on DW No. 812 in msc. Krasnystaw on the section from km 148+600 to km 148+640 p. L.

- Dismantling of the edging with cleaning and preparation for re-incorporation,

- Dismantling of paving stones with cleaning and preparation for re-incorporation,

- Dismantling of cement-sand ballast and the existing substructure with adaptation to the elevation of new construction layers,

- Setting the edges on a concrete bench with concrete resistance C 12/15 (curbs and edges material from demolition - damaged materials replace with new ones)

- Supplementing the substructure from a mixture bonded with cement C1.5/2 with mechanical compaction and profiling (material supplied from the factory) with a thickness of 10 cm.

- Execution of concrete paving stones on cement-sand ballast 4 cm thick (cube material from demolition with replacement of damaged elements with new ones)

- Plantation of slopes and roadsides along the renovated pavement

3) Sidewalk at DW Number 844 in msc. Stone on the section from km 10+752 to km 11+384 p. P.

- Dismantling of edging, curbs with cleaning and preparation for re-incorporation,

- Dismantling of paving stones with cleaning and preparation for re-incorporation,

- Dismantling of cement-sand ballast and the existing substructure with adaptation to the elevation of new construction layers,

- Setting curbs and edging on a concrete bench with resistance of concrete C 12/15 (curbs and edging material from demolition - damaged materials replace with new ones)

- Supplementing the substructure from a mixture bonded with cement C1.5/2 with mechanical compaction and profiling (material supplied from the factory) with a thickness of 10 cm.

- Execution of concrete paving stones on cement-sand ballast 4 cm thick (cube material from demolition with replacement of damaged elements with new ones)

- Adjustment of existing telephone manholes to the elevated surface,

- Plantation of slopes and roadsides along the renovated pavement.

1) Sidewalk on DW No. 837 in msc. Sands from km 0+504 to km 0+584 p. L.

2) Sidewalk on DW No. 837 in msc. Rybczewice Drugie from km 11+748 to km 11+828 str. L.

3) Sidewalk on DW No. 837 in msc. Rybczewice Drugie from km 12+090 to km 12+147 str. P.

4) Sidewalk on DW No. 842 in msc. High from km 28+915 to km 28+920 p. P.

5) Sidewalk on DW No. 842 in msc. Maciejów Stary from km 32+980 to km 33+023 str. L.

6) Sidewalk on DW No. 846 in msc. Małochwiej Duży from km 0+430 to km 0+473 str. L.

7) Strengthening of the escarpment on DW No. 846 in msc. Małochwiej Duży from km 0+568 to km 0+580 str. P.

8) Sidewalk on DW No. 846 in msc. Małochwiej Duży from km 2+330 to km 2+390 str. P.

The scope of work on pavements includes m.in:

- Dismantling of edges and curbs with cleaning and preparation for re-incorporation,

- Dismantling of paving stones with cleaning and preparation for re-incorporation,

- Dismantling of cement-sand ballast and the existing substructure with adaptation to the elevation of new construction layers,

- Setting of edges and curbs on a concrete bench with resistance of concrete C 12/15 (curbs and edges material from demolition - damaged materials replace with new ones)

- Supplementing the substructure from a mixture bonded with cement C1.5/2 with mechanical compaction and profiling (material supplied from the factory) with a thickness of 10 cm.

- Execution of concrete paving stones on cement-sand ballast 4 cm thick (cube material from demolition with replacement of damaged elements with new ones)

- Plantation of slopes and roadsides along the renovated pavement

- Rearrangement of existing pipe protective handrails along with concrete posting,

- Adjustment of existing channel manholes to the elevation of the superior surface,

- Execution of earthworks on the slope for reinforcement from openwork slabs,

- Execution of a foundation made of a mixture bound with cement C1.5 /2 with mechanical compaction and profiling (material supplied from the factory) with a thickness of 10 cm,

- Strengthening of slopes made of openwork reinforced concrete slabs 60x40x10 cm along with filling the holes with native soil (openwork concrete slabs material provided by the Contractor),

The scope of work on the strengthening of the slopes includes, m.in::

- Execution of earthworks on the slope for reinforcement from openwork slabs,

- Execution of a foundation made of a mixture bound with cement C1.5 /2 with mechanical compaction and profiling (material supplied from the factory) with a thickness of 10 cm,

- Strengthening of slopes made of openwork reinforced concrete slabs 60x40x10 cm along with filling the holes with native soil (openwork concrete slabs material provided by the Contractor),

- Plantowanie sharp,

The detailed material scope and quantities of works are specified in the attached Bill of Quantities, Description of the subject of the contract, Technical Specifications for the Execution and Acceptance of Construction Works.