1、G100+500、G100+900、G75+950、G114+15

1, G100 + 500, G100 + 900, G75 + 950, G114 + 150, G123 + 000, G148 + 850, G529 + 40 has been completed; <br>2, first stop Kyaukpyu: slope of the arch reinforcement skeleton and quality checks banding ; on top of the template installation dimensions slope and elevation for review; concrete pouring station was next to the full; for vertical slope Le arch skeleton template installation size and elevation for review; construction site workers were wearing safety helmets; <br>3, G116 + 000 : gutter pouring completed, ongoing straw stakes backfill and gabion prefabricated; site supervision visits to check; <br>4, G110 + 000: # 1 start pouring concrete retaining wall; masonry mortar rubble masonry retaining wall, on-site supervision visits inspection; <br>. 5, G147 + 230: steep gutter guard bottom pouring concrete, straw backfill, site supervision station next visits to check +; <br>. 6, G132 + 300: N2 of, N5, the N7, N8, N9 continue manual digging; Nl reinforced cage banding, welding; N1, N3 well concrete pouring; # 1 silt dam concrete pouring, site supervision station next visits to check +; <br>. 7, G132 + 200 is: between old pile complete pouring flap 62; steel before pILE and the tube bore grout; 33m discharge side of the guide groove Branch template; 33m drainage canal sidewall drilling below the lower pipe, grouting; + site supervision visits to check the next station; <br>8, G147 + 000: straw stakes backfill, site supervision visits to check. <br>" <br>" G424: around doing excavation line collapse and gullies 2: 8 by mass backfill soil cement is controlled airfield next 2: 8 soil cement mixing uniformly, hierarchical compaction; Yuan canal channel bottom section extended mortar M10 rock bottom, M10 mortar, C20 concrete formwork and pouring of all aspects of construction by the supervising inspection and approval before proceeding to the next link; <br>Ayeyawady River revetment: Monitoring top cut-off walls concrete pouring process, to urge the construction units groins and revetments piling work . "

1, G100 plus 500, G100,900, G75-950, G114-150, G123-000, G148-850, G529-40 has been completed;<br>2, the first station: the slope arch skeleton steel and strap quality inspection, the top of the slope template installation size and elevation review, the concrete pouring of the entire side station, the slope arch skeleton vertical template installation size and elevation review, construction site workers are wearing hard hats;<br>3, G116-000: drainage ditch pouring completed, is in the process of grass bag pile backfilling and steel stone cage pre-fabricated;<br>4, G110,000:1 concrete retaining wall began pouring;<br>5, G147 and 230: steep slope drainage ditch bottom concrete pouring, straw bag backfilling, on-site supervision side station and inspection;<br>6, G132-300:N2, N5, N7, N8, N9 continue to dig artificial holes; N1 steel cage strapping, welding; N1, N3 well concrete pouring; 1 silt dam concrete pouring, on-site supervision side station and inspection;<br>7, G132-200: the old pile inter-stop bezel pouring completed 62 blocks; <br>8, G147,000: grass bag pile backfilling soil, on-site supervision inspection inspection. <br>" "G424: the quality of the collapse dutter around the pipeline and 2:8 water backfilling quality to control, the site side station 2:8 water and soil mix ingress uniform, layered solid;<br>can the next link be carried out; Yijiang bank protection: supervise the top of the water wall concrete pouring process, and urge the construction unit to carry out dingdam and shore piling work. "

1. G100 + 500, G100 + 900, G75 + 950, g114 + 150, g123 + 000, G148 + 850 and g529 + 40 have been completed;<br>2. Kyaukpyu initial station: check the reinforcement and binding quality of the arch skeleton of the slope protection; recheck the installation dimension and elevation of the formwork at the top of the slope protection; carry out the whole process of side station for the concrete pouring; recheck the installation dimension and elevation of the vertical formwork of the arch skeleton of the slope protection; all the construction site operators shall wear safety helmets;<br>3. G116 + 000: after the completion of drainage ditch pouring, straw bag wood pile backfilling and reinforcement gabion prefabrication are in progress; site supervision and inspection;<br>4. G110 + 000: 1 × concrete retaining wall starts to be poured; masonry of masonry face protection wall, site supervision and inspection;<br>5. G147 + 230: concrete pouring for bottom protection of steep slope drainage ditch, straw bag backfilling, site supervision side station + patrol inspection;<br>6. G132 + 300: N2, N5, N7, N8, N9 continue to dig holes manually; N1 reinforcement cage binding and welding; N1, N3 well concrete pouring; 1 × silt dam concrete pouring, on-site supervision site + patrol inspection;<br>7. G132 + 200: 62 pieces of baffle between old piles have been poured; steel pipe piles in front of piles have been drilled, lowered and grouted; 33m side wall formwork of drainage channel has been supported; 33m side wall of drainage channel has been drilled, lowered and grouted; site supervision side station + patrol inspection;<br>8. G147 + 000: straw bag wood pile backfill, site supervision inspection.<br>"<br>"G424: control the quality of manual excavation and 2:8 cement soil backfilling of the collapsed gullies around the pipeline, mix the 2:8 cement soil evenly and tamp it layer by layer at the site side station; the construction of M10 mortar masonry base, M10 mortar leveling, C20 concrete formwork support and pouring at each link of the extended channel bottom shall be qualified by the supervisor before the next link is carried out;<br>Yijiang revetment: supervise the concreting process of the top cutoff wall, and urge the construction company to pile the groyne and revetment. "<br>