副厂房及检修间工程量.doc

工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果检修间挖土方M3（4.5-2.7）*（7.5+1.58*0.24+2）*（11.86+0.44+0.48+4）298.39副厂房土方开挖M3（4.0-2.7）*(34.6+1.5+0.24+2)*(14.7+0.44+4)953.98检修间 副厂房回土M3298.39+953.98-330.11-33.47-31.65-186.14-9.98661.02工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果副厂房、检修间基础C15垫层JCTM33.2*1.4*0.1*41.904承台1M31.4*1.4*0.1*61.176承台2M33.2*1.4*0.1*198.512承台3M33.2*1.4*0.1*20.896承台4M36.8*1.6*0.11.088承台5M34.3*4*0.11.72承台6M34.3*6.6*0.12.838基础梁1M33*0.5*0.1*40.6基础梁2M3(12.5*7+7+16.5*2)*0.55*0.17.013基础梁3M3（9.1+7.5+14+14+23.1）*0.5*0.13.385基础梁4M31.45*2*0.3*0.40.348基础梁5M3（7.5-0.38*2）*2*0.55*0.10.741基础梁6M31.58*2*0.5*0.10.158基础梁7M3（6+2.2+3.66-1.26）*2*0.6*0.11.272合计M331.65工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果副厂房、检修间承台及基础梁C25JCTM33*1.2*0.95*413.68承台1M31.2*1.2*0.95*68.21承台2M33*1.2*0.95*1964.98承台3M33*1.2*0.95*26.84承台4M36.6*1.49.24承台5M34.1*3.815.58承台6M34.1*6.426.24基础梁1M33*0.3*0.4*41.44基础梁2M3（12.5*7+7+33）*0.35*0.522.31基础梁3M3(9.1+7.5+28+23.1)*0.3*0.48.12基础梁4M31.45*2*0.3*0.40.348基础梁5M3(7.5-0.38*2)*2*0.55*0.32.224基础梁6M3(1.7-0.12)*2*0.3*0.60.57基础梁7M3(6+2.2+3.66-1.26)*2*0.4*0.756.36合计M3186.14工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果检修间副厂房框架柱JKZ1M3(14.55-3.4)*0.5*0.85+（19.05-14.550）*0.5*0.555.98JKZ2M3(14.55-3.4)*0.5*0.85+（19.05-14.55）*0.5*0.555.98JKZ3M3(14.55-3.4)*0.5*0.85+（19.05-14.55）*0.5*0.555.98JKZ4M3(14.55-3.4)*0.5*0.85+（19.05-14.55）*0.5*0.555.98KZ1M3(14.5-2.8)*0.4*0.52.34KZ2M3（10-2.8）*0.4*0.51.44KZ3M3（16.319-2.8）*0.5*0.64.06KZ4M3(14.5-2.8)*0.4*0.52.34KZ5M3(14.5-2.8)*0.4*0.5*24.68KZ6M3(14.5-2.8)*0.4*0.5*24.68KZ7M3(14.5-2.8)*0.4*0.52.34KZ8M3（16.183-2.8）*0.4*0.5*25.36KZ9M3（16.319-2.8）*0.4*0.5*25.41KZ10M3(14.5-2.8)*0.4*0.52.34KZ11M3(14.5-2.8)*0.4*0.5*511.7KZ12M3（16.183-2.8）*0.4*0.5*25.36KZ13M3（16.319-2.8）*0.4*0.5*410.82KZ14M3(14.5-2.8)*0.4*0.5*37.02KZ15M3(14.5-2.8)*0.4*0.52.34KZ16M3(14.5-2.8)*0.4*0.52.34KZ17M3（16.183-2.8）*0.4*0.52.68KZ18M3（16.319-2.8）*0.4*0.52.7KZ19M3(14.5-2.8)*0.4*0.52.34ZM3(9.9-2.8)*0.5*0.5*23.55 合计M3109.76工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果检修间副厂房构造柱GZ- 1M3(15.45-3.4)*0.24*0.3*86.94GZ2M3(15.35-2.8)*0.24*0.3*43.61GZ3M3(15.35-2.8)*0.24*0.3*109.04GZ4M3(10-5.5)*0.24*0.3*20.65GZ5M3(7.7-2.8)* 0.24*0.3*20.71GZ6M3（14.55-10）*0.4*0.40.73GZ7M3（15.4-10）*0.24*0.30.39合计M322.07工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果检修间10.05梁KL1M30.3*(11.86-0.63*2)3.18KL2M30.34*0.7*（7.5-0.68+1.5）*22.53检修间14.5梁KL1M30.3*(11.86-0.63*2)3.18KL2M30.34*0.7*（7.5-0.68+1.5）*23.96合计M312.85工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果检修间19.05梁及斜屋面WKL1M30.3*0.9*（11.86-0.63*2)2.86WKL2M30.3*0.9*（12.84-1.26）3.13L1M30.3*0.75*12.842.89L2M30.25*0.55*12.841.77L3M35.93*0.3*0.61.07WKL3M30.3*0.8*（7.5+1.7-0.5-0.38）*23.66现浇斜屋面M3（7.5+1.58+0.24+1.92+1.7）*5.93*01.+(11.86+0.24)*2.964*0.111.26合计M326.64检修间天沟M3（1.04*0.09+0.15*0.15）*(10.2*2+11.86+0.44)3.8检修间窗上面梁M30.6*0.24*（11.86-1.26+6.82*2）+0.2*0.24*（11.86-1.26）4检修间YP1M30.19*0.7*5.24+0.0296*(5.24+2.8)0.935窗台压顶M30.1*0.24*20.30.49工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果副厂房5.5M梁及现浇板KL-1M30.24*0.34*（14.7-2.6）0.99KL- 2M30.24*0.34*14.11.15KL-3M30.24*0.33*13.21.05KL-4M30.24*0.39*13.21.24KL-5M30.24*0.34*14.21.16KL-6M30.24*0.39*(14.7-1.5)1.24KL-7M30.3*0.74*(14.7-0.75)3.1KL-8M30.3*0.74*13.73.04KL-9M30.24*0.39*13.21.24KL-10M30.24*0.34*13.21.08KL-11M30.24*0.29*30.6+0.24*0.2*5.5+0.3*0.3*73.02KL-12M30.3*0.69*32.46.71KL-13M30.3*0.69*32.46.71KL-14M30.24*0.29*30.6+0.24*0.2*0.55+0.3*0.3*77.79L-1M30.24*0.55*151.98L-2M30.24*0.24*3.76*20.43L-3M30.24*0.19*1.26*20.12L-4M30.24*0.24*3.760.22L-5M30.24*0.24*3.760.22L-6M30.24*0.24*2.560.15L-7M30.24*0.19*0.560.03L-8M30.24*0.19*2.16*20.2L-9M30.24*0.24*2.560.15L-10M30.24*0.19*0.760.04L-11M30.24*0.19*1.24*20.11L-12M30.24*0.19*3.250.15L-13M30.24*0.29*7.520.52L-14M30.24*0.29*7.52*21.05L-15M30.24*0.29*3.760.26L-16M30.24*0.29*3.760.26L-17M30.27*0.29*7.520.52L-18M30.24*0.29*3.76*20.52L-19M30.24*0.29*11.280.79L-20M30.24*0.29*10.88*21.51L-21M30.24*0.29*3.76*20.52L-22M30.24*0.29*3.76*20.52L-23M30.24*0.29*11.280.79L-24M30.24*0.19*2.140.1L-25M30.24*0.24*3.760.22L-26M30.24*0.19*1.780.08挑梁M30.3*0.59*1.5*41.06现浇板M336.34*15.2*0.11-（1.26*2.06+3.76*1.26+0.6*1.26+1.16*2.14*2+3.76*1.26*2+1.88*1.26*2+1.66*0.88*2+0.56*2.16+0.56*0.56+1.64*0.56+2.08*0.56+3.76*0.36*2）*0.1157.26合计M3104.32楼梯投影面积M23.76*6.26+2.36*5.7618.57工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果副厂房标高10M有梁板KL-1M30.24*0.33*12.9*22.04KL-2M30.24*0.33*14.21.12KL-3M30.24*0.33*13.2*22.09KL-4M30.24*0.33*14.21.12KL-5M30.3*0.73*13.953.06KL-6M30.3*0.73*13.73KL-7M30.24*0.33*13.21.05KL-8M30.24*0.33*13.21.05KL-9M30.34*0.28*(36.1-9.5-2.4-0.48)+(0.34*0.7+0.24*0.2)*8.54.69KL-10M30.24*0.28*(36.1-2.2-0.72)2.23KL-11M30.24*0.28*(36.1-1.6-0.28-0.38-0.48)2.24KL-12M30.34*0.28*(36.1-9.5-2.4-0.48)+ (0.34*0.7+0.24*0.2)*8.54.69L-1M30.24*0.18*3.010.13L- 2M30.24*0.28*3.760.25L-3M30.24*0.28*7.520.51现浇板M334.84*12.98*0.12+1.96*34.84*0.1-18.57*0.1258.87合计M387.89标高10.95M装饰线条M30.49*0.15*（36.1-9.5+0.12）*23.93YP2M33.47*0.19/2*1.5+（0.07*0.28+0.01）*6.470.69楼梯投影面积M23.76*6.26+2.36*5.7618.57工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果标高14.55M斜屋面有梁板WKL-1M30.3*0.73*2*(14.76-1.1)2.99WKL-2M30.24*0.53*14.161.8WKL-3M30.24*0.55*13.16*23.35WKL-4M30.24*0.53*14.161.8WKL-5M30.24*0.53*13.161.68WKL-6M30.3*0.73*13.963.06WKL-7M30.24*0.53*13.161.68WKL-8M30.24*0.53*13.11.67WKL-9M30.24*0.28*(36.1-9.5-2.8)+0.3*0.58*8.53.08WKL-10M30.3*0.8*(36.1+0.24-2)8.24WKL-11M30.3*0.8*(36.1+0.24-3.2)7.95WKL-12M30.24*0.28*(36.1-9.5-2.8)+0.3*0.58*8.53.08L-1M30.24*0.53*14.041.79现浇面M3（36.1+0.24+36.1-4）*0.12*7.5+15.1*2.24*0.1265.65合计M3107.82工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果副厂房 天沟M30.95*0.09*（37.29*2+14.7+0.24）+（0.08*0.26+0.15*0.15）*（36.1*2+0.48+0.95*4+14.7+0.24）11.61主副厂房毛石及瓷砖上下线条C30M30.34*0.2*23415.91副厂房二层窗下线条C30M30.39*0.15*59.93.515.54M装饰线条C30M3（5.5+3.82*2+14.7+0.24+0.6）*0.15*0.733.14门窗过梁C30M30.24*0.24*170.89.84卫生间止水带M30.24*0.2*33.921.63屋面伸缩缝止水带M3（14.76+12.84*2）*0.2*0.32.43增加过梁设计变更编号（FJ02-1）M30.24*0.4*50.48门厅工程量MTL1C25M30.24*0.3*9.10.66素土夯实M20.88*9.38.18200厚2:1碎砖沙垫层M30.88*9.3*0.21.64100厚C15垫层M30.68*9.3*0.10.82门厅基础砖墙普通砖M7.5水泥砂浆M3（0.55*0.24+0.24*0.12）*9.1+2.724*2*（0.18*0.36+0.3*0.24+0.75*0.12）+3.26*2*（0.18*0.36+0.3*0.24+0.12*0.75）+9.1*3*0.07+3*9.1*0.1515.45门厅5.85M板现浇C30M33.26*9.1*0.123.56门厅楼梯M22.7*9.124.57门厅板两侧斜梁M30.3*0.2*6.35*20.762门厅斜现浇板及梁YL1M30.65*0.24*8.51.32YL2M33.26*2*0.35*0.240.55斜屋面M3（8.5*2+3.5*4.66）*0.124TYP1M3(0.65*0.08+0.27*0.08+0.15*0.15)*(8.5+2.6+7+0.65)1.8由于甲方变更门厅斜屋面从新浇筑C30混凝土，后贴瓦时改变坡度（设计院通知单编号FJ03-5）M35.8+3.59.3副厂房墙长大于4.5M增加构造柱M30.24*0.24*（1.6*3+3.9*8+4.9*8）+0.12*0.24*（3.9*2+4.9*4）5.12模板及钢筋从新立模及绑扎设计变更02-2M215.14*1.522.71砸墙增加门洞设计变更02-1M20.8*3.72.96大厅16A及19A轴柱子加宽（装修时增加）C30M3（0.08*0.1+0.38*0.18）*4.35*20.67大厅16A及19A轴柱子加宽（装修时增加）模板M2（0.18+0.28+0.38）*2*4.357.308C3上增加过梁钢筋植筋跟1212工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果 地下一层地沟碎石100厚M353*0.8*0.1+0.14.34垫层C15 100厚M353*0.6*0.1+0.13.28人工挖土运距100MM353*0.4+1.4*1.4*1*225.12回土M353*0.4+1.4*1.4*1*2-53*0.4*0.2-0.4*2-7.6212.46普通砖M7.5砂浆砌筑M353*0.12*0.2*2+2.4*1.2*0.122.544抹灰M253*0.62+2.4*1.2*238.62不锈钢网状盖板M253*0.4+1*223.2工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果检修间4.4M以下普通砖墙M3（9.2*2+10.6*2）*1.05*0.249.98防潮层M2（9.2*2+10.6*2）*0.249.5检修间外墙M3（19.05-1.4-4.4）*(9.2-0.24*5)*2-0.9*8.1*6-2.4*5.2*2+(19.05-4-2)*10.6-3.9*5-2.4*4.5-2.4*2.7*2*0.2457.21检修间内墙M3（19.05-3.4）*0.8*2*0.246.01检修间屋面及雨棚找平M2（7.5+1.58+0.24+1.92+1.7）*5.93+(11.86+0.24)*2.964+33.94*0.72+5.24*1.4144.37检修间屋面及雨棚防水M2（7.5+1.58+0.24+1.92+1.7）*6.33+(11.86+0.24)*2.964+33.94*1.35+5.64*1.8173.75屋面盖瓦M2（7.5+1.58+0.24+1.92+1.7）*5.93+(11.86+0.24)*2.964112.6检修间屋面盖瓦油漆M2112.6检修间外墙抹灰M2（19.05-4）*9.2*2-0.7*8*6-2.2*5*2+(19.05-4)*（10.6+1.7+0.48）-3.7*4.8-2.2*4.3-2.2*2.5*3369.94检修间内墙抹灰M2（19.05-1.4-4.45）*(9.2-0.24*5)*2-0.7*8*6-2.2*5*2+(19.05-4-2)*10.6-3.7*4.8-2.2*4.3+（19.05-4）*1.04*2-2.2*2.5*3281.51检修间梁柱面抹灰M2（19.5-4）*（0.85*6+0.26*2）+8.2*2*1.4+10.6*2131.27检修间内墙涂料M2（19.05-1.4-4.45）*(9.2-0.24*5)*2-0.7*8*6-2.2*5*2+(19.05-4-2)*10.6-3.7*4.8-2.2*4.3+（19.05-4）*1.04*2+（19.5-4）*（0.85*6+0.26*2+1）+8.2*2*1.4+10.6*2-2.2*2.5*3428.28检修间顶棚涂料M2（7.5+1.58+.24+1.92+1.7）*6.42+（11.86+0.24）*2.96+12.84*（2.1+1.8+1.35）186.3检修间外墙深灰色毛石贴面M2（9.2*2+8.88）*1.5542.28外墙贴面砖M29.55*（9.2*2+12.78）-0.7*7.9*6-2.2*4.6254.47外墙涂料M25.85*31.24-2.2*2.5*2-2.2*4.3-3.9*4+2.7149.39工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果检修间坡道（素土夯实100碎石100混凝土面层使用芝麻灰花岗岩）M25.6*2.0511.48检修间楼梯M22.5*1.684.2检修间地坪设计变更01-3素土夯实M212.3*9.7119.31100厚碎石M312.3*9.7*0.111.93120厚C15厚混凝土M312.3*9.7*0.1214.32直径6双向钢筋网片t（9.65+0.36+0.2）*62*0.222+（12.25+0.36+0.2）*52*0.2220.288地砖（地砖及里面砖）M212.3*10.25-4.2121.88瓷砖踢脚线M12.3*2+9.2*2+0.8*4-3.9-2.539.8楼梯大理石M22.1*（1.05+1.68）5.733楼梯黑金砂M20.4*（1.05+1.68）1.09防护栏杆M8.18.1散水（素土夯实、100碎石、80C15混凝土）M2（9.2*2+12.78-3.9+7.9+2.5）*0.830.14油膏灌缝M9.2*2+12.78-3.9+7.9+2.5+1.13*442.2工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果副厂房地下一层地坪素土夯实M2（36.1-0.72）*14.7+0.22*2*9.5524.23100厚碎石夯实灌1:5水泥砂浆M3524.23*0.152.4260厚C15表面撒1:1干水泥中粗沙压实抹光M2524.23524.23冷底子油一道、热沥青二道防潮层M2524.23+0.65*（36.1*2+14.7+5.34*6+6.1*6）+26.96652.29撒绿豆沙一层粘牢M2524.23+0.65*（36.1*2+14.7+5.34*6+6.1*6）+26.96652.2960厚C15表面撒1:1干水泥中粗沙压实抹光M2524.23524.23一层楼地面一层楼满砂浆找平M2160.14+34.94+304.58499.66门厅花岗岩M2（11.76-0.4）*（8.68-0.4）+7.4*7.6+8.2*0.3*2*2+3.5*1.835*2+3.9*1.835+7.6*1.835160.14走廊花岗岩M2（34.6-11.76-0.44）*1.5634.94门厅走廊黑金砂M211.76*2*0.2+8.68*2*0.2+0.24*4+7.4*0.4+（34.6-11.76）*2*0.2+1.56*0.4421.92门厅走廊100高不锈钢镜面踢脚线M11.76*2+8.68*2-4+8.2*2+（34.6-11.76）*2+1.56-3.76-2.3694.4一层抛光地砖M2（14.7+0.44）*1.5+3.82*6.1*2+10.36*6.6+15.76*6.26+6.26*3.76+7.76*5.76304.58一层瓷砖踢脚线M14.7+0.44+1.5*2+3.82*2*2+6.1*2*2+10.36*2+6.6*2+15.76*2+6.26*2+6.26*2+3.76*2+7.76*2+5.76*2-1.2*4-1.5*4-0.9171.16一层卫生间防滑地砖M23.76*5.7621.66一层卫生间墙砖M2（6+3.76*3+3.6*2+3.76-1.4+5.76-0.24）*4.35-2.7*4129.97一层卫生间隔墙M3（3.76+5.76-1.3-0.98）*4.35*0.12-7.7*2*0.12+8*0.24*0.32.51一层卫生间木制隔断M28*216二层地面找平M240.68+10.7+248.31+117.49+21.66438.84二层走廊花岗岩M2（34.6-0.12-0.4-8）*1.5640.68二层走廊黑金砂M2（34.6-0.24-0.4-8）*0.4+1.56*0.210.7二层走廊100高不锈钢镜面踢脚线M（34.6-0.24-0.4-8）*2+1.96-2.36-3.7647.76二层抛光地砖M23.82*5.76*3+3.88*5.76+7.88*5.76+10.42*6.26+7.88*6.26248.31二层瓷砖踢脚线M3.82*3*2+5.76*3*2+3.88*2+5.76*2+7.88*2+5.76*2+10.42*2+6.26*2+7.88*2+6.26*2-10155.68控制室木地板M27.76*（14.7+0.44）117.49控制室100高木制踢脚线M7.76*2+15.14*2-1.544.3控制室不锈钢栏杆M5.2+1217.2二层卫生间防滑地砖M23.76*5.7621.66二层卫生间墙砖M2（6+3.76*3+3.6*2+3.76-1.4+5.76-0.24）*4.35-2.7*4129.97二层卫生间隔墙M3（3.76+5.76-1.3-0.98）*4.35*0.12-7.7*2*0.12+8*0.24*0.32.51二层卫生间木制隔断M28*216楼梯花岗岩M2（2.36-0.8）*（9+10.05-3.4）+（3.76-0.8）*（9.8+6.65）73.11楼梯黑金砂M20.8*（12+6.65+6.65+13）30.64楼梯踢脚线M4*2+1.44*2+2.36+2.6+2.36+1.26*2+8+2.48+4+3.76+4.35+245.31工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果一层门厅石膏板造型吊顶顶M211.76*8.18+0.3*（5.1+9.8）*2105.14一层走廊石膏板吊顶M2（14.7+0.44）*1.5+（34.6-11.76）*1.96+2.36*1.3+3.76*1.3+1.28*3.680.04一层机修间石膏板吊顶M23.76*6.2623.54二层走道石膏板吊顶M226.6*1.96+3.76*6.62+2.76*6.12+1.28*3.698.53二层房间石膏板吊顶M23.82*5.76*3+3.88*5.76+7.88*5.76+10.42*6.26+7.88*6.26+1.28*3.6+0.3*24260.119一二层卫生间集成扣板吊顶M23.76*5.88*2-1.28*3.6*235.0016二层控制室一层YP3铝塑板吊顶M2（14.7+0.44）*7.76+3.5*8.6147.59一层大厅美国白麻石材干挂M2（0.28*2+0.6）*2*3.5+（0.26*2+1）*3.5*640.04大门厅600*1200瓷砖干挂M24.1*3*2+11.76*359.88二层控制室木工板基层桃木饰面M2（0.45+0.16*2）*4*3+（0.45*3+0.16*4）*315.21二层接待室木工板基层桃木饰面M2（0.45+0.16*2）*4*3+3.5*423.24接待室墙纸M2（10.6-0.9-0.16*2+6.5-0.32）*3-1.2*1.8*3-2.7*234.8工程量计算书项目清单项目名称计算依据单位承包人申报监理审核备注计算式结果地下一层内墙涂料M2187.49+85.55+19.2*2.04312.21地下一层顶棚涂料M236.1*14.7+308.83-4*6.5-2.6*6839.510到11轴内墙涂料M2（14.47+0.44）*（9+1）+（0.8+1.26+1.5）*9181.1410到11轴顶涂料M212.84*1.519.26副厂房一层内墙涂料M23.82*2*2+6.1*2*2+10.36*2+6.6*2+15.76*2+6.26*2+6.26*2+3.76*2+7.76*2+5.76*2+11.76*2+8.68*2-4+8.2*2+（34.6-11.76）*2+1.56-3.76-2.36*3-1.2*1.8*9-1.5*2.7*4-1.2*2.7*4-2.7-0.6*5.1*3-1.6*3-1.6*2.8-3*2.8*3-3.4*3.7*2-3.6*3.9-0.6*5.1*3-1.6*3-1.6*2.8-3*2.8-3*3.9604.64副厂房一层顶涂料M211.76*8.18+0.3*（5.1+9.8）*2+（14.7+0.44）*1.5+（34.6-11.76）*1.96+2.36*1.3+3.76*1.3+1.28*3.6+3.82*6.1*2+10.36*6.6+15.76*6.26+7.76*5.76443.51副厂房二层内墙涂料M247.76+3.82*3*2+5.76*3*2+3.88*2+5.76*2+7.88*2+5.76*2+10.42*2+6.26*2+7.88*2+6.26*2+7.76*2+15.14*2*3-2.7*10-1.8*1.2*12-1.6*2.2*2-3.4*2.2