内容: 一、绿化带挖沟槽(西): ①:挖沟(垃圾外运15外):2m*1.5m*1.8m=5.4m3 ②:c25商混防沉垫层:2m*1.5m*0.2m=0.6m3 ③:回填混合砂石保护层:2m*1.5m*0.5m=1.5m3 ④:回填混合土:2m*1.5m*1.1m=3.3m3 二、人行道挖沟槽(西): ①:拆除大理石火烧板(垃圾外运15外): 4m*2m=8㎡ ②:拆除混泥土水稳层(垃圾外运15外): 4m*1.5m*0.2m=1.2m3 ③:挖沟(垃圾外运15外): 4m*1.5m*1.8m=10.8m3 ④:c25商混防沉垫层:4m*1.5m*0.2m=1.2m3 ⑤:回填混合砂石保护层:4m*1.5m*0.5m=3m3 ⑥:回填混合土:4m*1.5m*0.9m=5.4m3 ⑦:c25商混水稳层:4m*1.5m*0.2m=1.2m3 ⑧:铺设大理石火烧板: 4m*2m=8㎡ ⑩:道伢砖大理石:2m+2m=4m 三、挖沥青路面、水稳层: ①:拆除沥青面(垃圾外运15外):16m*2m=312㎡ ②:拆除混泥土水稳层(垃圾外运15外):16m*1.5m*0.4m=9.6m3 ③:挖沟(垃圾外运15外): 16m*1.5m*1.4m=33.6m3 ④:c25混泥土防沉垫层:16m*1.5m*0.2m=4.8m3 ⑤:回填混合砂石保护层(夯实):16m*1.5m*0.5m=12m3 ⑥:回填混合土(夯实):16m*1.5m*0.9m=21.6m3 ⑦:c25商混水稳层:16m*1.5m*0.2m=4.8m3 ⑧:铺设沥青面(厚10cm): 16m*2m=8㎡ 四、人行道挖沟槽(东): ①:拆除大理石火烧板(垃圾外运15外): 4m*2m=8㎡ ②:拆除混泥土(垃圾外运15外): 4m*1.5m*0.2m=1.2m3 ③:挖沟(垃圾外运15外): 4m*1.5m*1.8m=10.8m3 ④:c25商混防沉垫层:4m*1.5m*0.2m=1.2m3 ⑤:回填混合砂石保护层(夯实):4m*1.5m*0.5m=3m3 ⑥:回填混合土(夯实):4m*1.5m*0.9m=5.4m3 ⑦:c25商混水稳层:4m*1.5m*0.2m=1.2m3 ⑧:铺设大理石火烧板: 4m*4m=16㎡ ⑩:道伢砖大理石:3m+4m=7m 五、挖沟槽(东): ①:挖沟(垃圾外运15外):95.5m*1.5m*1.8m=257.85m3 ②:c25商混防沉垫层:95.5m*1.5m*0.2m=28.65m3 ③:回填混合砂石保护层(夯实):95.5m*1.5m*0.5m=71.62m3 ④:回填混合土(夯实):2m*1.5m*1.1m=157.57m3 六、开孔、DN顶管(?45cm): ①:开孔(?45cm): 9.8m*2=19.6m ②: DN顶管(?40cm、壁厚8mm): 9.8m*2=19.6m 七、人行道挖沟槽(小区内): ①:拆除大理石火烧板(垃圾外运15外):15m*1.94m=29.1㎡ ②:拆除水稳层(垃圾外运15外): 15m*1.94m*0.2m=5.82m3 ③:挖沟(垃圾外运15外): 15m*1.94m*1.8m=52.38m3 ④:c25商混防沉垫层:15m*1.95m*0.2m=5.82m3 ⑤:回填混合砂石保护层(夯实):15m*1.94m*0.5m=14.55m3 ⑥:回填混合土(夯实):15m*1.94m*0.9m=26.19m3 ⑦:c25商混水稳层:15m*1.94m*0.2m=5.82m3 ⑧:铺设大理石火烧板: 15m*2.01m=29.1㎡ ⑩:c25商混(护边(大理石火烧板):15m*2m=30m 八、 ①:打洞(?30cm、400剪力墙):2个、 ②:打洞(?30cm、400剪力墙): 2个: 九、防水:1.9m*1.8m=3.42㎡ 十、?40cm套管(波纹管):28m*2=56m 十一、?159 ND无缝保温管、焊接;28m*2=56m 十二、(1) ?159闸阀: 2台、 (2) ?159防腐阀兰片:4片、 十三、?160PERT保温管: 228m 十四、(1) ?160PERT弯头:4个、 (2) ?160PERT阀兰套:4个、 (3) ?160PERT电热熔套: 38套 (4) ?160金属垫: 2片 十五、?250PERT保温管: 66m 十六、(1) ?250PERT闸阀: 2台、 (2) ?250PERT阀兰套:4个、 (3) ?250PERT电热熔套: 8套 (4) ?250防腐阀兰片:4片、 (5)250*160PERT三通: 2个 (6) ?250金属垫: 4片 十七、?250 ND无缝保温管、焊接;2m*2=4m 十八、?250 ND加厚无缝弯头、焊接;2m*2=4m 十九、检查井(3m*3m*2.8m=2个): (1)挖基坑: 3.2m*3.2m*3m*2=61.44m3 (2)c25商混基层:3.2m*3m*0.2m*2=3.84m3 (3) ?16螺纹主筋(双层、双向、间距15cm):11.6m*(20根+20根)*2*2=1856m (4) ?12螺纹负筋(双层、双向、间距15cm):12m*19根*2=456m (5) 建模型板(双面):(3m*2.8m*4)+(2.4m*2.8m*4)+(3m*3m)*2=138.96㎡ (6)c25商混浇筑:(3m*2.8m*0.3m*4)+(2.4m*2.8m*0.3m*2)*2=14.11m3 (7) 回填混合土(夯实):(3m*2.8m*0.3m*4)+(2.4m*2.8m*0.3m*2)*2=14.11m3 (8) 红砖砌检查井口(1.1m*1.1m*0.6m): 2个 (9) 检查井盖: 2套 二十、绿化带维修: 1项 二十一、恢复墙面乳胶漆: 2.8m*1.5m=4.2㎡ |