ASFALT SPECIFIC TECHNICAL SPECIFICATIONS

1) It is obliged to implement according to the road project prepared by the CONTRACTOR administration. The contractor has to implement according to the projects described below.
a) - the plankot of the road to be covered with asphalt shall be removed, sections, drifts in the curves, and tilts for quickly removing water from the surface It will be designed.
b) - If the existing veneer is to be milled, the excavation depth will be determined on the basis of the project It will be milled.
After the milling excavation, the plankoted displacements will be filled to the geometric standard if necessary, with this filler binder asphalt, which will be specified in the project. After the road is made to conform to the geometric standard, the wear will be paved.
c) If the road meets the geometric standard as determined in the first project to be made, the asphalt cube will be removed according to the plankote values ​​made after the erosion of the construction.

2) The stranded wire will be passed over offset piles with notches on it.

3) Suitable piles for concrete floors shall be used.

4) Strengthened steel wire at least 200 m in length and with 5 m spacing bars.

5) The wire, pile and other equipment shall belong to the CONTRACTOR and It belongs to the CONTRACTOR.

6) The suitability of excavation, laying and other applications to slope, elevation and project is the responsibility of the CONTRACTOR It will be. For this, a team will have a map.

7) Before the excavation, the coordinates of the chimney, grill and buckets in the excavated area are measured marking of cross-cuts and borders shall be the responsibility of the CONTRACTOR.

8) Attachments will be processed by reviewing the existing maps.

9) Manufactured products; before and after manufacturing will be done plankotelle calculations of quantities.