1. The subject-matter of the contract is construction works consisting in the performance of: ‘Renovation of provincial road No 812 on the section from km 80+720 to km 83+220’ Classification of works according to the CPV: 45. 23.31.42 – 6 Road repair work 2. The scope of works includes: WOJEWÓDZKA ROAD No. 812 a) Measurement works at linear road works - 2.5 km b) Preparation of the abrasive layer made of mineral-asphalt mixture AC11S 50/70 as for KR 3-4, thickness of the layer after compaction 4 cm, together with sprinkling of the asphalt binding layer 0.1 - 0.3 kg/m2. (includes carriageways, intersections with lower category roads, bus bays and adjustment of the height of bituminous exits); 15 192 m2 + 1 452 m2 + 56 m2 + 207,80 m2 + 265,6 m2 + 255,00 m2 -17 458,40 m2 c) Preparation of a binding layer made of mineral-asphalt mixture AC16W 35/50 as for KR 3-4, layer thickness after thickening 6 cm, with cleaning and sprinkling of the foundation with asphalt 0.5 - 0,7 kg/m2; 15 192 m2 + (2 500 m* 2 * 0,06 m) + 1 452 m2 + 56 m2 + 207,80 m2 + 265,6 m2 + 255,00 m2 - 17 758,40 m2 d) Compensation of the existing roadway with the mineral-asphalt mixture AC16P 35/50 as for KR 3-4, mechanically - an average value of 3 cm, along with the sprinkling of the asphalt binding layer 0.5 - 0,7 kg/m2 17 428,40 m2 *0,03*2,4*70% - 879,90 Mg e) Corrective milling of the bitumen surface with an average thickness of 2,0 cm 15 192 m2 + 1 452 m2 = 16 644 m2 * 50% - 8 322,00 m2 f) 1.0 m) crushed aggregate 0/31.5 to a thickness of min. 10 cm with profiling and compaction of the ground - 4 148,00 m2 g) Replenishment of the shoulder with embankment soil - 500,00 m3 h) Replacement of the pavement from concrete paving at 8 cm slopes on cement-sand ballast with adaptation to the height of the new surface - cube material from demolition (adopt approx. 5 % replacement of damaged materials for new ones) - construction of 48.8 m2 + 66 m2 + 69 m2 + 44 m2 + 73 m2 + 61.5 m2 + 33.6 m2 + 32 m2 + 65.5 m2 + 57.3 m2 + 45.3 m2 - 627,00 m2 i) Transposition of pavement pavement pavement made of concrete paving stone 6 cm on cement-sand ballast with adaptation to the height of the new surface - cube demolition material (take approx. 5% replacement of damaged materials for new ones) - construction of the foundation 102 m2 (platform) + 727.5 m2 (walkway) + 970 m2 (bicycle path)-1 799.50 m2 j) Height adjustment of concrete edges on the concrete bench with resistance 28 m + 30,5 m + 31 m + 26.5 m + 28 m + 29 m + 22 m + 20 m + 21 m + 29 m + 29 m + 27.5 m + 485 m - 806,50 m k) Height adjustment of concrete curbs on the concrete bench with resistance (lifting the curb to the height of the new surface - max 10 cm) 10 m + 16.5 m + 17.5 m + 9 m + 13 m + 18 m + 10 m + 10 m + 11 m + 19 m + 14 m + 8.5 m + 485 m - 645.50 mb l) Adjustment of rain drain gratings with drainage of wells - 3 pcs. m) Replacement of U-12a barriers on the bicycle path - 171 pcs. n) Thin-layer horizontal markings - reconstruction of the existing marking - 917.60 m2 o) Vertical adjustment of U-1a guide posts - 104 pcs. PARKING a) Dismantling of curbs / perimeters with drop-off - 682,00 m b) Dismantling of pavement surface with BA with drop-off - 428,00 m2 c) Setting of paving edges 6 cm on a concrete bench with resistance - 356,00 m d) Setting of concrete curbs 15 cm on a concrete bench with resistance - 326,00 m e) Making of a base layer of cement-bound mixture C1,5/2≤4MPa - under the pavement - 428,00 m2 f) Setting of pavement surface of concrete paving stones 6 cm on a cement-sand ballast-428,00 m2 g) Dismantling of ramps - 20,00 m2 m h) Renovation of culverts with a diameter of 50 cm under the slopes (new passage parts) ended with bevels with a pavement of 10 m + 10 m - 20.00 m i) Renovation of rain inlets with cast iron grating in the parking lot surface (new elements), connected with a canal with a diameter of 20 cm and a length of 13 m - 2 set. j) Implementation of roadway ditches degreasing with profiling 50 m + 25 m - 75 m k) Removal of debris from the demolition site with mechanical loading and unloading of the self-loading car (682 m*0.15 m*0.3 m) +(428 m2*0.04 m) +(20 m*1.0 m*0.15 m) - 51 m3 3. The detailed scope of works is included in the Detailed Technical Specifications for the execution and acceptance of works and in the bill of quantities of works, which is an auxiliary part of determining the number of works. 4. The bill of quantities is ancillary. Before submitting a tender, the Contractor is obliged to carefully check the number of works with all the documentation available on the website (Public Procurement Platform ZDW in Lublin). 5. Since a works contract is a flat-rate contract, if there is more work under any heading during the course of the works, this cannot be regarded as additional work with a claim for additional remuneration. The possible absence in the bill of quantities of works necessary to perform on the basis of project documentation does not release the contractor from the obligation to perform them on the basis of the project at the contractual price.
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