1、清单工程量计算书建筑工程清单工程量计算书建筑工程部分序号清单编号项目名称单位数量计算式1010*1平整场地1.土方平整2.场地找平3.土的运输551.37S=首层建筑面积 S=46.5(6.58+1.68+2.42+0.12+0.1)+(0.12+3.96+0.12)(5.28-0.1+0.12)2=551.372010101002001挖土方1.排地表水、土方开挖2.支挡土板3.基底钎探4.土的运输m634.08V=S首层建筑面积h（室外地坪标高-垫层底标高）V=551.37（-0.600+1.750）=551.371.15=634.083010*土方回填1.回填土、石方2.分层碾压、夯实3
2、.装卸运输m329.88V=V挖-V混V=634.08-224.87-43.78-35.55=329.884010*填充墙240厚砖墙/1.M7.5水泥砂浆制作、运输2.砌砖3.装填充料4.勾缝5.材料运输m567.54V=(首层+二五层 +六顶 + 屋顶) （墙长墙净高-嵌入墙身门窗洞口面积）墙厚；V1（首层）=（6.58-0.12-0.38-0.38+1.68）3.25+（46.5-0.12-0.12-0.28-0.28-0.49）3.5+（46.5-0.12-0.28-0.48-0.2-3.38-0.12）3.5+（2.42-0.12-0.2）3.45+2.423.5+（2.42-0.1
3、2-0.2）3.5+（3.38-0.23）3.45+（1.68+6.58-0.38-0.38）3.2+3.383.6+（5.28-0.2-0.28）3.44+（3.96-0.23-0.23）3.52+2.883.6-2.6(3.38-0.2-0.28)-2.112-2.112-13.59-1.53.5-2.12.559-3.62.558-2.11.7 0.24=94.79；V2(二五层)= （6.58-0.12-0.38-0.38+1.68）3.25+（46.5-0.12-0.12-0.28-0.28-0.49）3.5+（46.5-0.12-0.28-0.48-0.2-3.38-0.12）清单
4、工程量计算书建筑工程部分序号清单编号项目名称单位数量计算式3.5+（2.42-0.12-0.2）3.45+2.423.5+（2.42-0.12-0.2）3.5+（3.38-0.23）3.45+（1.68+6.58-0.38-0.38）3.2+3.383.6+（5.28-0.2-0.28）3.44+（3.96-0.23-0.23）3.52+2.883.6-2.6(3.38-0.2-0.28)-2.11.852-1.20.94-2.112-13.59-1.53.5-2.12.559-3.62.558-2.11.7 0.244=371.6；V3（六层）=（6.58-0.12-0.38-0.38+1.
5、68）3.253+（46.5-0.12-0.12-0.28-0.28-0.49）3.25+（46.5-0.12-0.28-0.48-0.2-3.38-0.12）3.5+（3.38-0.23）3.45+（2.42-0.12-0.2）3.5+2.423.5+3.383.6+2.883.6+（5.28-0.2-0.28）3.44+（3.96-0.23-0.23）3.52-2.92.6-2.11.852-1.20.94-12.12-1.53.54-13.5-1.53.5-2.12.555-3.62.5512-2.11.7 0.24=69.82；V4（屋顶）=（5.28+2.42-0.4-0.28）3.
6、44+(3.96-0.23-0.23) 3.52+3.963.52-2.11.852-1.20.94-1.22.12 0.24=31.33;V=V1+V2+V3+V4=567.545010302001001女儿墙120厚砖墙/1.M7.5水泥砂浆制作、运输2.砌砖3.装填充料4.勾缝5.材料运输m29.68V=截面面积长度V=（0.840.24+0.340.12）（46.26-0.28+8.26+2.42-0.2+8.26+2.42-0.2-0.5-0.38+46.5-1.2-1.2-0.12-3.96-0.12-0.12-3.96-0.12-0.23）+0.50.24（2.24+5.28-0
7、.4-0.28）4+(3.96-0.23-0.23) 2+3.962=29.68010*2走廊栏板墙（同上，砌120厚）m19.54V=截面面积长度V=（0.12+0.88）0.12（46.5-1.2-2.9-1.2-4.2-4.2-0.23）5=19.54清单工程量计算书建筑工程部分序号清单编号项目名称单位数量计算式6010*C25独立基础1.混凝土浇筑、振捣、养护m224.87V=S1基础面积h1高度+S2基础面积h2V=VZJ12+ VZJ210+ VZJ34+ VZJ4+ VZJ5+ VZJ6+ VZJ74+ VZJ8+ VZJ9+ VZJ10+ VZJ11=（1.52.90.45+0
8、.92.30.45）2+（4.630.45+2.620.45）10+（4.22.70.45+2.41.50.45）4+（3.120.45+2.81.20.45）+（36.30.45+1.84.80.45）+（5.43.40.45+4.42.40.45）+（3.52.30.45+1.81.30.45）4+（5.74.90.45+5.33.50.45）+（63.70.45+4.52.20.45）+（5.73.60.45+4.32.20.45）+（5.22.80.45+41.60.45）=224.877010*C10垫层1.100mm厚素混凝土浇筑、振捣、养护m43.78V=S基础垫层面积h垫层厚度
9、V=VZJ12+ VZJ210+ VZJ34+ VZJ4+ VZJ5+ VZJ6+ VZJ74+ VZJ8+ VZJ9+ VZJ10+ VZJ11=（0.1+2.9+0.1）（0.1+1.5+0.1）0.12+(0.1+3+0.1) (0.1+4.6+0.1) 0.110+(0.1+2.7+0.1)(0.1+4.2+0.1) 0.14+(0.1+3.1+0.1) (0.1+2+0.1) 0.1+(0.1+3+0.1) (0.1+6.3+0.1) 0.1+ (0.1+5.4+0.1) (0.1+3.4+0.1) 0.1+(0.1+3.5+0.1) （0.1+5.3+0.1）0.14+（0.1+5
10、.7+0.1）(0.1+4.9+0.1）0.1+（0.1+6+0.1）（0.1+3.7+0.1）0.1+（0.1+5.7+0.1）（0.1+3.6+0.1）0.1+(0.1+5.2+0.1) (0.1+2.8+0.1) 0.1=43.78清单工程量计算书建筑工程部分序号清单编号项目名称单位数量计算式8010*C25矩形柱1.混凝土浇筑、振捣、养护m183.05V=S柱截面积h柱高（基础上皮至顶层柱顶）根数V=VKZ10.40.5(23.35+0.75)+VKZ20.40.5(23.35+0.75)+VKZ30.40.5(23.35+0.75) +VKZ40.40.5(23.35+0.75)+V
11、KZ50.40.6(3.85+0.75)+0.40.5(23.35-3.85) 6+VKZ60.40.6(3.85+0.75)+0.40.5(23.35-3.85) 3+ VKZ70.40.6(3.85+0.75) +0.40.5(23.35-3.85) 2+VKZ81.20.3(28+0.75) 2+VKZ90.350.4(26.35+0.75) 4+VKZ100.350.4(26.35+0.75) 4+VKZ110.40.6(3.85+0.75)+0.40.5(23.35-3.85) +VKZ120.40.6(3.85+0.75)+0.40.5(23.35-3.85)+0.250.25(2
12、6.35-23.35) +VKZ130.40.6(3.85+0.75)+0.40.5(23.35-3.85)+0.250.25(26.35-23.35)+VKZ140.40.5(23.35+0.75)+VKZ150.40.5(23.35+0.75)+VKZ160.40.5(25.8+0.75)+ VKZ170.40.5(25.8+0.75)+VKZ180.350.4(25.8+0.75)+0.250.35(26.35+0.05) 4+0.250.25(26.35-23.35) 4=183.059010*C25基础梁1混凝土浇筑、振捣、养护m35.55V=S截面面积L长度V=VKL60.30.7
13、(46.5-110.4)+VKL70.30.7(46.5-110.4)+VKL10.250.7(6.58+1.68+2.42-0.2-0.5-0.38) 2+VKL80.30.72.9+VLL20.250.3(2.88-0.125-0.125) +VKL20.250.7(6.58+1.68-0.48-0.48) 3+VKL40.250.7(6.58+1.68-0.38-0.38)+VKL5 0.25清单工程量计算书建筑工程部分序号清单编号项目名称单位数量计算式0.7(6.58+1.68-0.38-0.38)+VLL10.250.3(3.38-0.125-0.125)+VKL30.250.7(2
14、.42+5.28-0.15-0.4-0.35-0.28) 4+VKL90.250.7(3.96-0.23-0.23) 2+VKL100.250.7(3.96-0.23-0.23) 2=35.5510010*C25矩形梁1.混凝土浇筑、振捣、养护m117.4V=S截面面积L长度V=V二层梁+V三六层梁+V屋面梁V=VKL10.250.4(3.96-0.23-0.23) 2+VKL20.250.7(6.58+1.68-0.38-0.38) +VKL30.250.7(6.58+1.68-0.38-0.38)+VKL40.250.65(6.58+1.68-0.48-0.48)+VKL50.250.7(
15、6.58+1.68-0.48-0.48) 2 +VKL60.250.5(5.28-0.2-0.35-0.28) 4+VKL70.250.65(6.58+1.68-0.48-0.48) 2+VKL80.250.65(6.58+1.68-0.48-0.48)+VKL90.250.7(6.58+1.68-0.48-0.48)+VKL100.250.7(6.58+1.68-0.38-0.38)+VKL110.250.7(6.58+1.68-0.38-0.38)+VKL120.30.4(46.5-110.4)+VKL130.30.4(46.5-110.4)+VKL140.20.45(46.5-1.2 -
16、1.2-0.355)+VLL10.250.3(3.38-0.125-0.125)+VLL20.250.3(2.28-0.125-0.125)+VLL3 0.250.4(3.96-0.125-0.125) 2+0.250.45(2.42-0.2-0.12) 7+0.250.4（2.42-0.2-0.12）5+VKL10.250.4(3.96-0.23-0.23) 2+VKL20.250.7(6.58+1.68-0.38-0.38) +VKL3 0.250.7(6.58+1.68-0.38-0.38)+VKL40.250.65(6.58+1.68-0.38-0.38)+VKL50.250.7(6.
17、58+1.68-0.38-2 +VKL60.250.5(5.28-0.2-0.35-0.28) 4+VKL70.250.65(6.58+1.68清单工程量计算书建筑工程部分序号清单编号项目名称单位数量计算式-0.38-0.38) 2+VKL80.250.65(6.58+1.68-0.38-0.38)+ VKL90.250.7(6.58+1.68-0.38-0.38)+VKL100.250.7(6.58+1.68-0.38-0.38)+VKL110.250.7(6.58+1.68-0.38-0.38)+VKL120.30.4(46.5-110.4)+VKL130.30.4(46.5-110.4)
18、+VKL140.20.45(46.5-1.2-1.2-0.355)+VLL10.250.3(3.38-0.125-0.125)+VLL20.250.3(2.28-0.125-0.125) +VLL30.250.4(3.96-0.125-0.125) 2+0.250.45(2.42-0.2-0.12) 7+0.250.4（2.42-0.2-0.12）54+ VW KL10.250.4(3.96-0.23-0.23) 2+VWKL20.20.45(46.5-1.2-1.2-0.355)+ VWKL30.250.65(6.58+1.68-0.38-0.38)+VWKL40.250.65(6.58+1
19、.68-0.38-0.38)+VWKL50.250.65(6.58+1.68-0.38-0.38) 2+VWKL60.250.65(6.58+1.68-0.38-0.38) 2+VWKL70.250.5(5.28-0.2-0.35-0.28) 4+VWKL80.250.65(6.58+1.68-0.38-0.38) +VWKL90.250.65(6.58+1.68-0.38-0.38) 2+ VWKL100.250.65(6.58+1.68-0.38-0.38)+VWKL110.250.7(6.58+1.68-0.38-0.38)+VWKL120.250.65(46.5-110.4)+VWKL
20、13 0.250.4(46.5-110.4) +VWLL10.250.4(3.96-0.125-0.125) 2+VWLL20.250.3 (3.38-0.125-0.125)+VWLL30.250.3(2.28-0.125-0.125)+ 0.250.45(2.42-0.2-0.12) 2+0.250.55(2.42-0.2-0.12) 5+0.250.4(2.42-0.2-0.12) 4+0.30.45(2.42-0.2-0.12) +0.250.4(3.96-0.23-0.23) 2+0.250.5(2.42+5.28-0.125-0.4-0.2) 4+0.250.45(3.96+1.6
21、15+1.615+0.1+0.1-0.25-0.25) 2+0.250.45(3.96+1.615+1.615+0.1+0.1-0.4-0.4) 2+0.20.45(2.42+5.28-0.125-0.125) 4+0.20.45(1.615-0.1-0.125) 16=117.4清单工程量计算书建筑工程部分序号清单编号项目名称单位数量计算式11010*C25女儿墙及阳台压顶圈梁1.混凝土浇筑、振捣、养护m4.15V=S截面面积长度V=0.10.24（7.582+3.962）2+0.10.24（46.5-0.12-0.12+8.26+2.42-0.12-0.2+8.26+2.42-0.12-0
22、.38-0.5-0.2+46.5-1.2-1.2-4.2-4.2-0.23)+0.10.24(3.38-0.2-0.28+1.68-0.38) 6=4.1512010403005001C25现浇混凝土过梁1.混凝土浇筑、振捣、养护；m1.78V=S截面面积长度（0.24+ L +0.24）h=0.12V=0.240.12（0.24+1+0.24）26+(0.24+1.2+0.24) 46+（0.24+1.2+0.24）2=1.7813010405001001C25现浇楼板1.130厚混凝土浇筑、振捣、养护m235.05V=长宽板厚V=(5-0.125-0.125) (6.58+1.68-0.1
23、8-0.15) 80.136=235.05010*2C25现浇楼板1.100厚混凝土浇筑、振捣、养护m93.45V=长宽板厚V=（6.58+1.68-0.15-0.25-0.18）（2.88-0.13-0.125）+(2.42-0.15-0.2) (46.5-0.2511)+(3.96-0.125-0.125) (1.8-0.125-0.125) 2+(3.38-0.125-0.125) (6.58+1.68-0.15-0.25-0.18) 0.16+（2.42+5.28-0.25-0.25）（4.2-0.25）0.12=93.4514010*C25直形楼梯1.1.楼梯基础2.零星砌砖3.混凝
24、土浇筑振捣、养护74.79S=楼梯长楼梯宽层数S=3.36（3.96-0.125-0.125）6=74.79清单工程量计算书建筑工程部分序号清单编号项目名称单位数量计算式15010*散水60厚C15混凝土垫层,面上加5厚1:1水泥砂浆面层随打随抹/60厚砂垫层/素土夯实,向外坡4%1.混凝土制作2.基础垫层铺设3.沥青砂浆嵌缝68.62m63.31S=长宽S=（0.9+46.5+0.9+0.12+1.68+6.58+2.42+3.38-0.15+0.9+6.58+1.68-0.15+0.12）0.9=63.3116010*台阶60厚C15混凝土垫层（厚度不包括踏步三角部分）,面上加5厚1:1水
25、泥砂浆面层/素土夯实/1.混凝土制作2.台阶基础或筋墙砌砖32.69S=水平投影面积=长宽S=（46.5-3.38+0.23+0.35+0.35+2.42+0.23）(0.35+0.35)=32.6917010*屋面卷材防水粘结蛭石或云母保护层/4mm厚SBS改性沥青防水卷材/刷基层处理剂一道/20厚1：6水泥加气混凝土找坡2%/20厚1：434.1S=长宽S=（6.58+1.68-0.12-0.12）（46.5-0.12-0.12）+（3.38-0.12-0.12）2.42+（3.96-0.12-0.12）（2.42+5.28-0.12-0.12) 2=434.1清单工程量计算书建筑工程部分
26、序号清单编号项目名称单位数量计算式3水泥砂浆找平层/1.铺油毡卷材、接缝、嵌缝2.基层处理3.抹找平层4.刷底油5.铺保护层18010702004001屋面出水口1.DN110出水嘴及配件安装2.雨水篦子安装8个，接缝、嵌缝个8图纸标注数量19010*现浇混凝土钢筋一级D10以内22.29t/一级D10以外39.45t/二级D20以内19.95t/二级D20以外70.3t/1.钢筋制作、安装t152基础、柱梁板各种规格钢筋计算长度钢筋理论重量D10以内：6 5272m 0.222=1.17t；8 53459m 0.398=21.12；D10以外：10:3165m 0.617=1.95t；12
27、42235m0.888=37.5t；DN20以内：12:10040.888=0.89t；14:4015.21.21；16：7485m1.58=11.83t；18:1183m2=2.37tDN20以外：20:11655m2.47=28.79t, 22: 75342.98=22.45t25:4952m3.85=19.07t20010*预埋铁件铁件制作、运输、安装t1.08埋件 -1501508 钢板埋件个数理论重量（456+312）1.41kg/个=1083kg施工措施项目清单工程量计算书建筑工程部分序号清单编号项目名称单位数量计算式1013102004001双排外脚手架措施费场内外材料搬运/搭设拆除脚手架/上下翻板子和拆除后的材料堆放4043.95按墙面垂直投影面积计算 S=周长建筑高度S=（46.52+5.284+16.22）27.6=4043.952013103001001现浇混凝土基础模板木模制作、安装、拆除/支撑安装、拆除整理堆放及场外运输m268.65V=V基础混凝土V=224.
