工程量計算表超壓運(yùn)行及腐蝕老化注水管道改造.doc

工 程 量 計 算 表序號定額編號單項工程名稱計 算 式單位數(shù)量1L外=（9+0.12）2+9.56+0.24 =28.04m2L外中心線=（9-0.25+0.185）2+9.56-0.5+0.37 =27.3 m3S=9（9.56+0.24） =88.2 m4平整場地88.2+（9+9.8）2+16 =141.8 m100m1.4185人工挖溝槽（0.9+0.3）+（2.10.422+1.2）2.12（27.3-0.9）=115.43 m3100 m31.1546毛石基礎(chǔ)（0.450.9+0.450.75+0.90.6）（27.3-0.9） =33.86 m310 m33.3867現(xiàn)澆混凝土圈梁0.370.2427.3+（1.5-0.45）22 =5.222 m310 m30.5228復(fù)合木摸板10 m30.5229砌磚墻（27.33.06-1.22.15-1.23）0.37 =24.915m10m2.49210回填土 夯填115.43-33.86-2.611 =78.959m100m0.7911墻面抹灰0.3727.3 =10.101100m0.10112綜合腳手架99.8 =88.2m100m0.88213木模板木支撐雨篷估1.5m10m0.1514現(xiàn)澆混凝土雨篷估1.5m10m0.1515復(fù)合木模板過梁木支撐估0.370.24(1.5+1.82+1.55+1.12) =1.34m10m0.13116現(xiàn)澆混凝土過梁10m0.13117挑檐板估27.310.08 =2.184m10m0.21818天溝板10m0.21819挑檐板安裝汽車起重10m0.21820鋼筋砼構(gòu)件接頭灌縫挑檐板10m0.21821鋼筋鐵件增減預(yù)埋鐵件（0.63+6.250.01）61.020.617+0.20.1647.11.0127 =111.78kgt0.11222雙T板估9.561.8 4塊 9.561.5 1塊 4.238+0.883=5.12110m0.51223雙T板10m0.51224主材m5.12125屋面鐵皮排水天溝、泛水27.30.37 =10.101m100m0.12620m以內(nèi)卷揚(yáng)機(jī)施工100m0.88227門框制作0.92.12 =3.78100m0.03828門框安裝100m0.03829門扇木拼板門帶亮子制作0.92.12 =3.78100m0.038工程名稱: 超壓運(yùn)行及腐蝕老化注水管道改造 （土建、維修） 圖號：建07082 第1頁工 程 量 計 算 表序號定額編號單項工程名稱計 算 式單位數(shù)量30門扇木拼板門帶亮子安裝100m0.03831鋼防盜門安裝3.6100m0.03632主材500元/估33混凝土墊層（9.56-0.5）（9-0.5）0.08 =6.161m10m0.61634人工挖溝槽普通土深度2m內(nèi)2.420.7 =3.36m100 m30.03435砂墊層10 m30.3436木模板木支撐臺階(1.40.1+0.30.32+0.322+0.20.12)2.4 =0.9m10 m30.0937現(xiàn)澆混凝土臺階10 m30.0938整體面層水泥砂漿臺階204.8+0.32.42+0.3752 =6.99m100m0.0739人工挖溝槽普通土深度2m內(nèi)0.3(9+1)12+9.81-2.41 =8.22m100m0.08240砂墊層10m0.8241整體面層砼散水面層(9+12+9.8)1-2.4 =27.4m100m0.27442馬蹄酯填縫29.8+2.4+29.821 =47.1m100m0.47143找平層水泥砂漿砼9.569 =86.04m100m0.8644屋面保溫現(xiàn)澆水泥珍珠巖100m0.8645找平層水泥砂漿100m0.8646SBS卷材熱熔(9.8+0.52)9+舊9.84.3 =139.34m100m1.39347主材16.61元/m 139.341.18=164.42m164.4248墻面墻裙石灰砂漿四遍22(9-0.5)2+(9.56-0.5)23.09-1.22.15-1.51.82-0.92.12-1.23 =83.14100m0.83149刷多樂士油漆內(nèi)墻83.14+舊房屋(3.56+9.06)3.092-3.78-5.42 =120.306100m1.20350多樂士28元/ (8.14+18.1)1.203 =31.56731.56751混凝土面天棚混合砂漿（9.56-0.5）（9-0.5）+3.569.06=109.264100m1.09352刷多樂士油漆內(nèi)墻100m1.09353多樂士28元/ (8.14+18.1)1.093 =28.6828.6854塑鋼窗框安裝1.22.15+1.51.82=18100m0.1855單框雙玻塑鋼窗180.948 =17.064mm17.06456隱紗窗估45元扇757地磚樓地面600以內(nèi)（9.56-0.5）（9-0.5）=77.01100m0.7758主材600600 13元/塊 213.89塊塊213.89工程名稱: 超壓運(yùn)行及腐蝕老化注水管道改造 （土建、維修） 圖號：建07082 第2頁 工 程 量 計 算 表序號定額編號單項工程名稱計 算 式單位數(shù)量59地磚踢腳板 （9.56-0.5）2+（9-0.5）2-0.9-1.22+0.53=33.32100m0.333606001503元55.5塊塊55.561砍灰皮舊(3.56+9.06)3.092-3.78-5.42+3.569.06 =69.4210m6.94262掏墻洞 370(12.6+5.4+3.6)0.37 =7.992mm7.99263拆散水11.81 =11.8m 10m1.1864挖基坑(2.65+0.6)(1.06+0.6)0.92個 =9.72m100m0.097265混凝土設(shè)備基礎(chǔ)2.651.060.92個 =5.06m10m0.50666木支撐10m0.50667設(shè)備基礎(chǔ)螺栓木模板12個（螺栓主材）10個1.268螺栓孔灌漿0.20.20.4862