地脚螺栓每米重量和双螺帽及垫片每套重量

序号项目名称单位计算表达式数量图纸：{Y0601-42-T-2012-1/1管墩一览表及基础祥图}{Y0601-42-T-2012-1/2管墩CPS-001"CPS-053平面布置图}CPS-001活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(14.01-13.41)0.79CPS-002固定管墩(0.6+0.1*2+0.3*2)*(1.25+0.1*2+0.3*2)*(13.95-12.95+0.1+0.3)4.02CPS-003活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.93-13.33)0.79CPS-004活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.89-13.29)0.79CPS-005活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.86-13.26)0.79CPS-006活动管墩(0.8+0.3*2)*(0.5+0.3*2)*(13.84-13.24)0.92CPS-007活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.83-13.23)0.79CPS-008活动管墩(0.8+0.3*2)*(0.5+0.3*2)*(13.82-13.22)0.92CPS-009活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.80-13.20)0.79CPS-010活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.77-13.17)0.79CPS-011活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.73-13.13)0.79CPS-012固定管墩(0.6+0.1*2+0.3*2)*(1.25+0.1*2+0.3*2)*(13.67-12.67+0.1+0.3)4.02CPS-013活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.62-13.02)0.79CPS-014活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.59-12.99)0.79CPS-015活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.56-12.96)0.79CPS-016活动管墩(0.8+0.3*2)*(0.5+0.3*2)*(13.54-12.94)0.92CPS-017活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.53-12.93)0.79CPS-018活动管墩(0.8+0.3*2)*(0.5+0.3*2)*(13.52-12.92)0.92CPS-019活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.50-12.90）0.79CPS-020活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.47-12.87）0.79CPS-021活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.44-12.84)0.79CPS-022活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.41-12.81)0.79CPS-023活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.36-12.76)0.79CPS-024活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.40-12.80)0.79CPS-025活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.41-12.81)0.79CPS-026活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.44-12.84)0.79CPS-027活动管墩(0.8+0.3*2)*(0.5+0.3*2)*(13.45-12.85)0.92CPS-028活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.46-12.86)0.79CPS-029活动管墩(0.8+0.3*2)*(0.5+0.3*2)*(13.47-12.87)0.92CPS-030活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.55-12.95)0.79CPS-031活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.56-12.96)0.79CPS-032活动管墩(0.8+0.3*2)*(0.5+0.3*2)*(13.58-12.98)0.92CPS-033活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.60-13.00)0.79CPS-034活动管墩(0.8+0.3*2)*(0.5+0.3*2)*(13.61-13.01)0.92CPS-035活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.62-13.02)0.79CPS-036活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.64-13.04)0.79CPS-037活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.67-13.07)0.79CPS-038活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.72-13.12)0.79CPS-039活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.74-13.14)0.79CPS-040活动管墩(0.8+0.3*2)*(0.5+0.3*2)*(13.75-13.15)0.92CPS-041活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.75-13.15)0.79CPS-042活动管墩(0.8+0.3*2)*(0.5+0.3*2)*(13.76-13.16)0.92CPS-043活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.77-13.17)0.79CPS-044活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.79-13.19)0.79CPS-045活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.88-13.28)0.79CPS-046活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.85-13.25)0.79CPS-047活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.87-13.27)0.79CPS-048活动管墩(0.95+0.3*2)*(0.5+0.3*2)*(13.93-13.33)1.02CPS-049活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.88-13.28)0.79CPS-050活动管墩(0.6+0.3*2)*(0.5+0.3*2)*(13.87-13.27)0.79CPS-051活动管墩(0.97+0.3*2)*(0.5+0.3*2)*(13.87-13.27)1.04CPS-052活动管墩(0.95+0.3*2)*(0.5+0.3*2)*(13.95-13.35)1.02CPS-053活动管墩(0.94+0.3*2)*(0.5+0.3*2)*(14.05-13.45)1.02人工开挖三类土方(H=1.4m内)m350.678650.68CPS-002固定管墩(0.6+0.1*2+0.3*2)*(1.25+0.1*2+0.3*2)*0.30.86CPS-012固定管墩(0.6+0.1*2+0.3*2)*(1.25+0.1*2+0.3*2)*0.30.86人工回填级配砂石垫层m31.7221.72CPS-002固定管墩(0.6+0.1*2)*(1.25+0.1*2)*0.10.12CPS-012固定管墩(0.6+0.1*2)*(1.25+0.1*2)*0.10.12现浇C15商品混凝土垫层m30.2320.23CPS-002固定管墩((0.6+0.1*2)+(1.25+0.1*2))*2*0.10.45CPS-012固定管墩((0.6+0.1*2)+(1.25+0.1*2))*2*0.10.45现浇混凝土垫层支模板m20.90.90CPS-001活动管墩0.6*(0.5+0.25)/2*(14.31-13.41)0.20CPS-003活动管墩0.6*(0.5+0.25)/2*(14.23-13.33)0.20CPS-004活动管墩0.6*(0.5+0.25)/2*(14.19-13.29)0.20CPS-005活动管墩0.6*(0.5+0.25)/2*(14.16-13.26)0.20CPS-006活动管墩0.8*(0.5+0.25)/2*(14.14-13.24)0.27CPS-007活动管墩0.6*(0.5+0.25)/2*(14.13-13.23)0.20CPS-008活动管墩0.8*(0.5+0.25)/2*(14.12-13.22)0.27CPS-009活动管墩0.6*(0.5+0.25)/2*(14.10-13.20)0.20CPS-010活动管墩0.6*(0.5+0.25)/2*(14.07-13.17)0.20CPS-011活动管墩0.6*(0.5+0.25)/2*(14.03-13.13)0.20CPS-013活动管墩0.6*(0.5+0.25)/2*(13.92-13.02)0.20CPS-014活动管墩0.6*(0.5+0.25)/2*(13.89-12.99)0.20CPS-015活动管墩0.6*(0.5+0.25)/2*(13.86-12.96)0.20CPS-016活动管墩0.8*(0.5+0.25)/2*(13.84-12.94)0.27CPS-017活动管墩0.6*(0.5+0.25)/2*(13.83-12.93)0.20CPS-018活动管墩0.8*(0.5+0.25)/2*(13.82-12.92)0.27CPS-019活动管墩0.6*(0.5+0.25)/2*(13.80-12.90）0.20CPS-020活动管墩0.6*(0.5+0.25)/2*(13.77-12.87）0.20CPS-021活动管墩0.6*(0.5+0.25)/2*(13.74-12.84)0.20CPS-022活动管墩0.6*(0.5+0.25)/2*(13.71-12.81)0.20CPS-023活动管墩0.6*(0.5+0.25)/2*(13.66-12.76)0.20CPS-024活动管墩0.6*(0.5+0.25)/2*(13.70-12.80)0.20CPS-025活动管墩0.6*(0.5+0.25)/2*(13.71-12.81)0.20CPS-026活动管墩0.6*(0.5+0.25)/2*(13.74-12.84)0.20CPS-027活动管墩0.8*(0.5+0.25)/2*(13.75-12.85)0.27CPS-028活动管墩0.6*(0.5+0.25)/2*(13.76-12.86)0.20CPS-029活动管墩0.8*(0.5+0.25)/2*(13.77-12.87)0.27CPS-030活动管墩0.6*(0.5+0.25)/2*(13.85-12.95)0.20CPS-031活动管墩0.6*(0.5+0.25)/2*(13.86-12.96)0.20CPS-032活动管墩0.8*(0.5+0.25)/2*(13.88-12.98)0.27CPS-033活动管墩0.6*(0.5+0.25)/2*(13.90-13.00)0.20CPS-034活动管墩0.8*(0.5+0.25)/2*(13.91-13.01)0.27CPS-035活动管墩0.6*(0.5+0.25)/2*(13.92-13.02)0.20CPS-036活动管墩0.6*(0.5+0.25)/2*(13.94-13.04)0.20CPS-037活动管墩0.6*(0.5+0.25)/2*(13.97-13.07)0.20CPS-038活动管墩0.6*(0.5+0.25)/2*(14.02-13.12)0.20CPS-039活动管墩0.6*(0.5+0.25)/2*(14.04-13.14)0.20CPS-040活动管墩0.8*(0.5+0.25)/2*(14.05-13.15)0.27CPS-041活动管墩0.6*(0.5+0.25)/2*(14.05-13.15)0.20CPS-042活动管墩0.8*(0.5+0.25)/2*(14.06-13.16)0.27CPS-043活动管墩0.6*(0.5+0.25)/2*(14.07-13.17)0.20CPS-044活动管墩0.6*(0.5+0.25)/2*(14.09-13.19)0.20CPS-045活动管墩0.6*(0.5+0.25)/2*(14.18-13.28)0.20CPS-046活动管墩0.6*(0.5+0.25)/2*(14.15-13.25)0.20CPS-047活动管墩0.6*(0.5+0.25)/2*(14.59-13.27)0.30CPS-048活动管墩0.95*(0.5+0.25)/2*(14.65-13.33)0.47CPS-049活动管墩0.6*(0.5+0.25)/2*(14.60-13.28)0.30CPS-050活动管墩0.6*(0.5+0.25)/2*(14.59-13.27)0.30CPS-051活动管墩0.97*(0.5+0.25)/2*(14.59-13.27)0.48CPS-052活动管墩0.95*(0.5+0.25)/2*(14.67-13.35)0.47CPS-053活动管墩0.94*(0.5+0.25)/2*(15.19-13.45)0.61现浇C25商品混凝土独立基础m312.5112.51CPS-002固定管墩0.6*1.25*0.3+0.6*0.25*(14.25-12.95-0.3)0.38CPS-012固定管墩0.6*1.25*0.3+0.6*0.25*(13.97-12.67-0.3)0.38现浇C30商品混凝土独立基础m30.750.75CPS-001活动管墩(0.6*0.91+(0.5+0.25)/2*(14.31-13.41))*21.77CPS-003活动管墩(0.6*0.91+(0.5+0.25)/2*(14.23-13.33))*21.77CPS-004活动管墩(0.6*0.91+(0.5+0.25)/2*(14.19-13.29))*21.77CPS-005活动管墩(0.6*0.91+(0.5+0.25)/2*(14.16-13.26))*21.77CPS-006活动管墩(0.8*0.91+(0.5+0.25)/2*(14.14-13.24))*22.13CPS-007活动管墩(0.6*0.91+(0.5+0.25)/2*(14.13-13.23))*21.77CPS-008活动管墩(0.8*0.91+(0.5+0.25)/2*(14.12-13.22))*22.13CPS-009活动管墩(0.6*0.91+(0.5+0.25)/2*(14.10-13.20))*21.77CPS-010活动管墩(0.6*0.91+(0.5+0.25)/2*(14.07-13.17))*21.77CPS-011活动管墩(0.6*0.91+(0.5+0.25)/2*(14.03-13.13))*21.77CPS-013活动管墩(0.6*0.91+(0.5+0.25)/2*(13.92-13.02))*21.77CPS-014活动管墩(0.6*0.91+(0.5+0.25)/2*(13.89-12.99))*21.77CPS-015活动管墩(0.6*0.91+(0.5+0.25)/2*(13.86-12.96))*21.77CPS-016活动管墩(0.8*0.91+(0.5+0.25)/2*(13.84-12.94))*22.13CPS-017活动管墩(0.6*0.91+(0.5+0.25)/2*(13.83-12.93))*21.77CPS-018活动管墩(0.8*0.91+(0.5+0.25)/2*(13.82-12.92))*22.13CPS-019活动管墩(0.6*0.91+(0.5+0.25)/2*(13.80-12.90))*21.77CPS-020活动管墩(0.6*0.91+(0.5+0.25)/2*(13.77-12.87))*21.77CPS-021活动管墩(0.6*0.91+(0.5+0.25)/2*(13.74-12.84))*21.77CPS-022活动管墩(0.6*0.91+(0.5+0.25)/2*(13.71-12.81))*21.77CPS-023活动管墩(0.6*0.91+(0.5+0.25)/2*(13.66-12.76))*21.77CPS-024活动管墩(0.6*0.91+(0.5+0.25)/2*(13.70-12.80))*21.77CPS-025活动管墩(0.6*0.91+(0.5+0.25)/2*(13.71-12.81))*21.77CPS-026活动管墩(0.6*0.91+(0.5+0.25)/2*(13.74-12.84))*21.77CPS-027活动管墩(0.8*0.91+(0.5+0.25)/2*(13.75-12.85))*22.13CPS-028活动管墩(0.6*0.91+(0.5+0.25)/2*(13.76-12.86))*21.77CPS-029活动管墩(0.8*0.91+(0.5+0.25)/2*(13.77-12.87))*22.13CPS-030活动管墩(0.6*0.91+(0.5+0.25)/2*(13.85-12.95))*21.77CPS-031活动管墩(0.6*0.91+(0.5+0.25)/2*(13.86-12.96))*21.77CPS-032活动管墩(0.8*0.91+(0.5+0.25)/2*(13.88-12.98))*22.13CPS-033活动管墩(0.6*0.91+(0.5+0.25)/2*(13.90-13.00))*21.77CPS-034活动管墩(0.8*0.91+(0.5+0.25)/2*(13.91-13.01))*22.13CPS-035活动管墩(0.6*0.91+(0.5+0.25)/2*(13.92-13.02))*21.77CPS-036活动管墩(0.6*0.91+(0.5+0.25)/2*(13.94-13.04))*21.77CPS-037活动管墩(0.6*0.91+(0.5+0.25)/2*(13.97-13.07))*21.77CPS-038活动管墩(0.6*0.91+(0.5+0.25)/2*(14.02-13.12))*21.77CPS-039活动管墩(0.6*0.91+(0.5+0.25)/2*(14.04-13.14))*21.77CPS-040活动管墩(0.8*0.91+(0.5+0.25)/2*(14.05-13.15))*22.13CPS-041活动管墩(0.6*0.91+(0.5+0.25)/2*(14.05-13.15))*21.77CPS-042活动管墩(0.8*0.91+(0.5+0.25)/2*(14.06-13.16))*22.13CPS-043活动管墩(0.6*0.91+(0.5+0.25)/2*(14.07-13.17))*21.77CPS-044活动管墩(0.6*0.91+(0.5+0.25)/2*(14.09-13.19))*21.77CPS-045活动管墩(0.6*0.91+(0.5+0.25)/2*(14.18-13.28))*21.77CPS-046活动管墩(0.6*0.91+(0.5+0.25)/2*(14.15-13.25))*21.77CPS-047活动管墩(0.6*1.33+(0.5+0.25)/2*(14.59-13.27))*22.59CPS-048活动管墩(0.95*1.33+(0.5+0.25)/2*(14.65-13.33))*23.52CPS-049活动管墩(0.6*1.33+(0.5+0.25)/2*(14.60-13.28))*22.59CPS-050活动管墩(0.6*1.33+(0.5+0.25)/2*(14.59-13.27))*22.59CPS-051活动管墩(0.97*1.33+(0.5+0.25)/2*(14.59-13.27))*23.57CPS-052活动管墩(0.95*1.33+(0.5+0.25)/2*(14.67-13.35))*23.52CPS-053活动管墩(0.94*1.74+(0.5+0.25)/2*(15.19-13.45))*24.58CPS-002固定管墩(0.6+1.25)*2*0.3+(0.6+0.25)*2*(14.25-12.95-0.3)2.81CPS-012固定管墩(0.6+1.25)*2*0.3+(0.6+0.25)*2*(13.97-12.67-0.3)2.81现浇混凝土独立基础支模板m2109.9464109.95固定管墩钢筋制作底板下层钢筋II级12@200(1.25-0.04*2)*4*0.888*28.31底板上层钢筋II级12@200(0.6-0.04*2)*7*0.888*26.46短柱纵向钢筋　II级12@200(1.3-0.04*2+0.2)*4*2*0.888*220.18短柱箍筋　I级8@200((0.6+0.25)*2-0.04*8+11.9*0.008*2)*8*0.395*29.92短柱拉筋　I级8@400(0.25-0.04*2+11.9*0.008*2)*3*4*0.395*23.42II级12　　合计kg34.9516834.95I级8　　　合计kg13.3415213.34相同汇总:活动管墩(CPS-001　共34个　/　CPS-006　共10个　#VALUE!CPS-047　共3个　CPS-048共2个　/　CPS-051　共1个　/CPS-053　共1个)#VALUE!固定管墩CPS-002　共2个#VALUE!M-1　I级20(0.6*34+0.8*10+0.6*3+0.95*2+0.97*1+0.94*1)*2.4784.00M-1　I级8@3500.45*(3*34+3*10+3*3+4*2+4*1+4*1)*2*0.39555.81M-2　10mm厚钢板0.6*0.25*1.0*78.5*223.55M-2　I级8@3501.08*(3*2)*0.3952.56预埋铁件制作安装kg165.9278165.93刷两遍环氧富锌底漆　70μm厚107.5547107.55刷环氧云铁防锈漆一遍　60μm厚107.5547107.55刷两遍蓝灰色聚氨酯面漆　70μm厚107.5547107.55扣减地面以下砼基础体积-(0.6*(0.333+0.5)/2*0.6*34+0.8*(0.333+0.5)/2*0.6*10+0.6*(0.386+0.5)/2*0.6*3+0.95*(0.386+0.5)/2*0.6*2+0.97*(0.386+0.5)/2*0.6*1+0.94*(0.414+0.5)/2*0.6*1+(1.25*0.6*0.3+0.6*0.25*0.7)*2)-9.26扣减地坪基层和混凝土-(((0.6+0.3*2)*(0.5+0.3*2)-0.6*0.358)*0.18*1+((0.6+0.3*2)*(0.5+0.3*2)-0.6*0.403)*0.18*3+((0.95+0.3*2)*(0.5+0.3*2)-0.95*0.403)*0.18*2+((0.97+0.3*2)*(0.5+0.3*2)-0.97*0.403)*0.18*1)-1.50人工回填夯实土方37.970771837.97余土人工装车自卸汽车外运土方2km12.707828212.71序号项目名称单位计算表达式数量图纸：{Y0601-42-T-2012-1/3棚泵平、立、剖面图}{Y0601-42-T-2012-1/4屋顶平面图和屋面避雷埋件平面布置图}{Y0601-42-T-2012-1/5泵棚基础祥图}{Y0601-42-T-2012-1/6泵棚结构图及泵基础平面布置图}室外地坪按±0.00m人工平整场地m2(7.0+0.2*2)*(7.5+0.2*2)58.46人工开挖基坑三类土方(H=1.9m)　放坡1：0.33m3((3.3+0.1*2+0.3*2+0.33*1.9)*(3.3+0.1*2+0.3*2+0.33*1.9)*1.9+1/3*0.33^2*1.9^3)*4170.81现浇C15商品混凝土垫层m3(3.3+0.1*2)*(3.3+0.1*2)*0.1*44.90现浇混凝土垫层支模板m2((3.3+0.1*2)+(3.3+0.1*2))*2*0.1*45.60现浇C30泵送商品混凝土独立基础m3(3.3*3.3*0.3+1.85*1.85*0.3)*417.18现浇混凝土独立基础支模板m2((3.3+3.3)*2*0.3+(1.85+1.85)*2*0.3)*424.72现浇C30泵送商品混凝土框架柱(周长1.6m)m30.4*0.4*(1.8-0.3*2+6.2)*44.74现浇混凝土框架柱支模板(H=6.2m)m2((0.4+0.4)*2*(1.8-0.3*2+6.2))*447.36现浇混凝土框架柱支模板超高(H=2.6m)m2(0.4+0.4)*2*2.6*416.64扣减地面以下混凝土框架柱体积-0.4*0.4*(1.8-0.3*2)*4-0.77人工回填夯实土方m3147.97147.97余土人工装车外运2kmm322.8422.84WKL1(1)　300*700　2根(7.5-0.2*2)*0.3*0.6*22.56WKL1(1)　300*600　2根(7.0-0.2*2)*0.3*0.5*21.98L1(1)250*6002根(7.0-0.15*2)*0.25*0.5*21.68100mm现浇板(7.0+0.15*2)*(7.5+0.15*2)*0.15.69现浇C30泵送商品混凝土有梁板m311.9111.91WKL1(1)　300*700　2根(7.5-0.2*2)*0.6*2*217.04WKL2(1)　300*600　2根(7.0-0.2*2)*0.5*2*213.20L1(1)250*6002根(7.0-0.15*2)*0.5*2*213.40100mm现浇板(7.0+0.15*2)*(7.5+0.15*2)56.94增加梁边((7.0-0.15*2)+(7.5-0.15*2))*2*0.12.78扣减混凝土柱-0.35*0.35*4-0.49现浇混凝土有梁板支模板(H=6.2m)m2102.87102.87现浇C30泵送商品混凝土天沟m3((7.0+0.15*2)+(7.5+0.15*2))*2*0.75*0.1+0.75*0.75*4*0.1+(8.72+9.22)*2*0.4*0.083.64现浇混凝土天沟支模板m2((7.0+0.15*2)+(7.5+0.15*2))*2*0.75+0.75*0.75*424.90独立基础底板下层　II级14@150(3.3-0.04*2)*23*1.21*4358.45独立基础底板上层　II级14@150(3.3-0.04*2)*23*1.21*4358.45框架柱纵向主筋　II级25*4((1.8+6.2-0.04+0.25-0.7+1.5*33*0.025)*3+(1.8+6.2-0.04+0.25-0.04+12*0.025)*1)*4138.85框架柱纵向主筋　II级20*8((1.8+6.2-0.04+0.25-0.04+15*0.02)*4+(1.8+6.2-0.04+0.25-0.04+12*0.02)*4)*4270.08框架柱外筋　I级8@100/200((0.4+0.4)*2-0.04*8+11.9*0.008*2)*(22+11+7+20)*0.395*4139.39框架柱内筋　I级8@100/200((0.21+0.4)*2-0.04*4+11.9*0.008*2)*(22+11+7+20)*2*0.395*4237.08WKL1(1)　300*700　2根上部钢筋　II级20*2(7.5+0.2*2-0.04*2+0.7*2)*2*2.47*291.09直螺纹套筒201*2*24.00负弯矩筋　II级16*4(2.4+0.4-0.04+0.7)*4*1.58*243.73下部钢筋　II级25*2(7.5+0.2*2-0.04*2-0.025*2+15*0.025*2)*2*3.85*2131.21下部钢筋　II级20*2(7.5+0.2*2-0.04*2-0.016*2+15*0.02*2)*2*2.47*282.87构造钢筋　II级12*4(7.5-0.2*2+15*0.012*2)*4*0.888*253.00箍筋　I级8@100/200(2)((0.3+0.7)*2-0.04*8+11.9*0.008*2)*(11*2+25+6*2)*0.395*287.18拉筋　I级8@400(0.3-0.04*2+11.9*0.008*2)*19*0.395*26.16WKL2(1)　300*600　2根上部钢筋　II级20*2(7.0+0.2*2-0.04*2+0.6*2)*2*2.47*284.18负弯矩筋　II级20*4(2.2+0.4-0.04+0.6)*4*2.47*262.44下部钢筋　II级22*2(7.0+0.2*2-0.04*2-0.02*2+15*0.022*2)*2*2.98*294.64下部钢筋　II级20*1(7.0+0.2*2-0.04*2-0.02*2+15*0.02*2)*2.47*238.93箍筋　I级8@100/200(2)((0.3+0.6)*2-0.04*8+11.9*0.008*2)*(9*2+24)*0.395*255.42L1(1)250*6002根上部钢筋　II级16*2(7.0+0.15*2-0.04*2+15*0.016*2)*2*1.58*248.66下部钢筋　II级22*3(7.0-0.15*2+12*0.022*2)*3*2.98*2129.24箍筋　I级8@200(2)((0.25+0.6)*2-0.04*8+11.9*0.008*2)*34*0.395*242.181-2轴　下层下排　I级8@150(7.0+6.25*0.008*2)*(16+16+16)*0.395134.62A-B轴　下层上排　I级8@150(7.5+6.25*0.008*2)*46*0.395138.091-2轴　上层下排　I级8@150(7.0+0.15*2-0.04*2-0.02*2+15*0.008*2)*(16+16+16)*0.395140.68A-B轴　上层上排　I级8@150(7.5+0.15*2-0.04*2-0.02*2+15*0.008*2）*46*0.395143.91马凳筋　I级8@1000/10000.524*48*0.3959.94阳角附加筋　I级10*5(2.2+2.1*2+2.0*2+15*0.01*5+0.04*5)*4*0.61728.01天沟　受力钢筋　I级10@150(2.135*63*2+2.035*60*2)*0.617316.65天沟　分布钢筋　I级6@200((7.5+0.15*2+0.75)+(7.0+0.15*2+0.75))*2*5*0.2643.16反檐　分布钢筋I级6@200(((7.5+0.15*2+0.75*2)+(7.0+0.15*2+0.75*2))*2-0.03*8)*3*0.2628.05I级钢筋6　　合计kg71.20971.21I级钢筋8　　合计kg943.702943.70I级钢筋10　　合计kg344.662344.66II级钢筋12　　合计kg52.99653.00II级钢筋14　　合计kg716.901716.90II级钢筋16　　合计kg92.39892.40II级钢筋20　　合计kg629.593629.59II级钢筋22　　合计kg223.881223.88II级钢筋25　　合计kg270.058270.06箍筋　I级钢筋8　　合计kg190.944190.94直螺纹套筒20　　合计套4.004.00防雷引下线，利用柱内钢筋(L=m/根)mM-1100*100*8mm镀锌钢板0.1*0.1*0.8*78.5*1.06*85.33M-1II级16*4　爪筋0.2*4*1.58*810.11M3-120300*300*12mm钢板0.3*0.3*1.2*78.5*18.48M3-120II级16*6　爪筋0.53*6*1.58*15.02预埋铁件制作安装kg28.9398428.94刷两遍环氧富锌底漆　70μm厚kg8.4788.48刷环氧云铁防锈漆一遍　60μm厚kg8.4788.48刷两遍蓝灰色聚氨酯面漆　70μm厚kg8.4788.48镀锌扁钢　25*4　避雷支架制作安装(L=190mm)0.19*0.025*0.4*78.5*1.06*(11*2+10*2)6.64搭、拆双排钢管脚手架(H=6.2m)m2((7.5+0.2*2)+(7.0+0.2*2))*2*6.2189.72　地面　0.00m~-0.07m(7.5+0.2*2-0.1*2-0.25*2)*(7.0+0.2*2-0.1*2-0.25*2)*0.073.38室外地坪为0.00mm计算地面四周　0.00m~-0.22m((7.5+0.2*2-0.1-0.25)+(7.0+0.2*2-0.1-0.25))*2*((0.1+0.25)*0.22-0.25*0.15*0.5)1.70排水沟　连接基础排水沟段1.4*(0.52+0.7)*0.09/20.08地漏处　L=1.4m，围绕基础的排水沟土方开挖在基础开挖增加工作面范围内，不在单独计算土方开挖。人工挖三类土方并装车外运2km(室内地面)m35.155.15整体开挖至-0.07m原土夯实m2(7.5+0.2*2-0.1*2-0.25*2+0.29*2+0.1*2)*(7.0+0.2*2-0.1*2-0.25*2+0.29*2+0.1*2)-4.1*1.3*249.03增加斜坡，扣减泵基础地面(7.5+0.2*2-0.1*2-0.25*2+0.29*2+0.1*2)*(7+0.2*2-0.1*2-0.25*2+0.29*2+0.1*2)*0.158.950.29为加肋斜长扣减泵基础及排水沟范围-(4.1*1.3*2+(0.75*2+0.55+0.4-0.15)*0.4*4+(1.3+0.4+0.15)*0.45*2+1.4*(0.45*2-0.2))*0.15-2.550.4和0.45为基础起始的排水沟平面长度增加排水沟四周((0.75*2+0.55+0.1)*0.25*4*0.15+(0.15+0.1+0.075+0.1+0.075+0.75*2+0.55)*(0.24*0.15-0.09*0.09)*4)+((1.3+0.15*2+0.25)*0.3*2*0.15+(0.2+0.1+0.075+0.1+0.075+0.15+1.3+0.15)*(0.24*0.15-0.09*0.09)*2)+(1.4*0.4*0.15+1.4*2*(0.24*0.15-0.09*0.09))1.06人工回填150mm厚碎石垫层m37.46　地面　0.2m~0.08m(7.5+0.2*2)*(7.0+0.2*2)*0.15.85地面四周加肋　0.08m~-0.07m((7.5+0.2*2-0.1-0.25)+(7.0+0.2*2-0.1-0.25))*2*((0.1+0.25)*0.22-0.25*0.15*0.5)1.70扣减泵基础及排水沟范围-(4.1*1.3*2*0.1+(0.75*2+0.55)*0.15*0.1*4+(1.3+0.15*2)*0.2*0.1*2+1.4*0.2*0.1)-1.28增加排水沟底部和加肋((0.75*2+0.55)*0.15*0.1*4+(0.15+0.19+0.75*2+0.55)*(0.19*0.09-0.09*0.09*0.5)*4)+((1.3+0.15*2)*0.2*0.1*2+(0.2+0.19+0.15+1.3+0.15)*(0.19*0.09-0.09*0.09*0.5)*2)+(1.4*0.2*0.1+1.4*2*(0.19*0.09-0.09*0.09*0.5))0.43现浇100mm厚C15商品混凝土垫层m36.696.69现浇混凝土垫层支模板(四周及排水沟)m2((7.5+0.2*2)+(7.0+0.2*2))*2*(0.1+0.15)+((0.15+0.75*2+0.55)*0.11*4+(0.2+0.15+1.3+0.15)*0.11*2+1.4*0.11*2)9.32地面垫层分格缝设置#VALUE!地面涂刷内掺建筑胶水尼浆一道m2(7.5+0.2*2)*(7.0+0.2*2)+((7.5+0.2*2)+(7.5+0.2*2))*2*0.2265.4120mm厚1：2.5水泥砂浆抹地面m2(7.5+0.2*2)*(7.0+0.2*2)58.4620mm厚1：2.5水泥砂浆抹侧立面m2((7.5+0.2*2)+(7.5+0.2*2))*2*0.226.95人工挖沟槽三类土方并装车外运2km(室外散水)m3((7.5+0.2*2+1.0*2)*(7.0+0.2*2+1.0*2)-(7.5+0.2*2)*(7.0+0.2*2)-1.5*1.0)*0.227.28原土夯实m2((7.5+0.2*2+1.0*2)*(7.0+0.2*2+1.0*2)-(7.5+0.2*2)*(7.0+0.2*2)-1.5*1.0)33.10人工回填150mm厚级配碎石垫层m3((7.5+0.2*2+1.0*2)*(7.0+0.2*2+1.0*2)-(7.5+0.2*2)*(7.0+0.2*2)-1.5*1.0)*0.154.97现浇80mm厚C15商品混凝散水m3((7.5+0.2*2+1.0*2)*(7.0+0.2*2+1.0*2)-(7.5+0.2*2)*(7.0+0.2*2)-1.5*1.0)*0.082.65现浇混凝土散水支模板m2(((7.5+0.2*2+1.0*2)+(7.0+0.2*2+1.0*2))*2-1.5+1.0*2)*0.083.1320mm厚1：2水泥砂浆抹面m2((7.5+0.2*2+1.0*2)*(7.0+0.2*2+1.0*2)-(7.5+0.2*2)*(7.0+0.2*2)-1.5*1.0)外墙与散水之间通缝((7.5+0.2*2)+(7.0+0.2*2))*230.60包含台阶处散水伸缝缝1.414*45.66沥青玛蹄脂灌变形缝m36.2636.26人工挖基坑三类土方并装车外运2km(室外台阶)m31.5*0.4*0.30.18原土夯实m21.5*0.40.60人工回填3：7灰土垫层m31.5*0.4*0.30.1810mm厚1：1水泥砂子压实抹光m21.5*0.40.60现浇60mm厚C20商品混凝土台阶，随打随抹光m31.5*0.3*0.060.03现浇板和天沟底面(含梁底面)(7.5+0.15*2+0.75*2)*(7.0+0.15*2+0.75*2)-0.4*0.4*481.20梁侧面(7.5-0.2*2)*0.6*2+(7.0-0.2*2)*0.5*2+(7.0-0.15*2)*(0.5*2)*228.52添加10%火碱水清洗现浇混凝土天棚面m2109.72109.72天棚刷素水泥浆一道m2109.72109.72天棚抹7mm厚1：3水泥砂浆+5mm厚1：2水泥砂浆m2109.72109.72天棚刮涂腻子一遍m2109.72109.72刮涂白色高级内墙环保丙烯酸乳液两遍m2109.72109.72框架柱(0.4+0.4)*2*5.9*437.76框架梁外侧立面(7.5-0.2*2)*0.5*2+(7.0-0.2*2)*0.4*212.38天沟反檐立面、平面((7.5+0.15*2+0.75*2)+(7.0+0.15*2+0.75*2))*2*(0.5+0.1+0.07)24.25见檐沟做法12J201/A12-1墙、柱面抹15mm厚1；3水泥砂浆底面+5mm厚1：2水泥砂浆面层m274.39474.39墙、柱面刮涂外墙腻子两遍m274.39474.39墙、柱面喷涂白色外墙涂料两遍m274.39474.39搭、拆满堂钢管脚手架(H=5.9m)m2(7.5+0.2*2)*(7.0+0.2*2)58.46屋面平面(平均110mm)(7.5+0.15*2)*(7.0+0.15*2)56.941-2/B轴中间坡向雨水管天沟平面(平均90mm)((7.5+0.15*2)*2+7.0+0.15*2)*0.75+0.75*0.75*419.431-2/A轴中间坡向雨水管天沟平面(平均50mm)(7.0+0.15*2)*0.755.48屋面现浇厚LC5.0轻集料混凝土m38.28548.29屋面平面(7.5+0.15*2)*(7.0+0.15*2)56.94天沟平面((7.5+0.15*2)+(7.0+0.15*2))*2*0.75+0.75*0.75*424.90天沟立面((7.5+0.15*2)+(7.0+0.15*2))*2*0.1+((7.5+0.15*2+0.75*2-0.08*2)+(7.0+0.15*2+0.75*2-0.08*2))*2*0.417.2420mm厚1：3水泥砂浆找平层m299.08499.08屋面平面56.9456.94天沟平面24.924.90天沟立面((7.5+0.15*2)+(7.0+0.15*2))*2*0.1+((7.5+0.15*2+0.75*2-0.08)+(7.0+0.15*2+0.75*2-0.08))*2*(0.4+0.08)20.24屋面防水卷材铺贴（一层的面积）m2102.0824102.08天沟与屋面交接处((7.5+0.15*2+0.75*2-1.83)+(7.0+0.15*2+0.75*2-1.83))*2*1.8352.851.83为附加层展开面积檐沟雨水口处0.5*0.5*20.50屋面防水卷材附加层铺贴m253.350453.35射钉@500钉-20*2mm钢板压条kg((7.5+0.15*2+0.75*2-0.08)+(7.0+0.15*2+0.75*2-0.08))*2*0.02*0.2*78.511.27屋面　浅色涂料保护层m2(7.5+0.15*2)*(7.0+0.15*2)56.94现浇板预留洞ø235(雨水管)个22.00ø10087型雨水斗个22.00ø100雨水口(87型)个22.00UPVC排水管　ø100　雨水管安装m(6.0-0.1)*211.80图纸：{Y0601-42-T-2012-1/7P-005A/B泵基础和钢平台平面图}人工挖基坑三类土方(H=1.27m)m3(4.1+0.1*2+0.3*2)*(1.3+0.1*2+0.3*2)*1.27*226.14从室内开挖完的地坪-0.07m开始现浇C15商品混凝土垫层m3(4.1+0.1*2)*(1.3+0.1*2)*0.1*21.29现浇混凝土垫层支模板m2((4.1+0.1*2)+(1.3+0.1*2))*2*0.1*22.32现浇C30商品混凝土设备基础m34.1*1.3*1.5*215.99现浇混凝土设备基础支模板m2(4.1+1.3)*2*1.5*232.40设备基础螺栓套模板制作安装(L=0.7m）个10*220.00地脚螺栓孔灌注高强无收缩灌浆料(0.17m3/台)m30.2*0.12*0.7*10*20.34设备底坐与基础间灌注高强无收缩灌浆料(0.21m3/台)m34.1*1.3*0.04*20.43沥青玛蹄脂灌变形缝(基础与地坪之间)m(0.75*2+0.55+1.3+0.75*2+0.55)*210.80地脚螺栓安装(螺栓设备自带)根10*220.00钢筋　II级12@200(0.15*2+1.43*2+1.22)*22*0.888*2171.14钢筋　II级12@200((4.02+1.22)*2+11.9*0.012*2)*9*0.888*2172.08II级钢筋12　　合计kg343.21343.21扣减混凝土垫层-1.29-1.29扣减-0.07m以下基础-4.1*1.3*1.17*2-12.47扣减排水沟-(((0.75*2+0.55)*0.15*0.1*4+(0.15+0.19+0.75*2+0.55)*(0.19*0.09-0.09*0.09*0.5)*4)+((1.3+0.15*2)*0.2*0.1*2+(0.2+0.19+0.15+1.3+0.15)*(0.19*0.09-0.09*0.09*0.5)*2)+(1.4*0.2*0.1+1.4*2*(0.19*0.09-0.09*0.09*0.5)))-0.43人工回填夯实土方m311.9511.95余土人工装车外运2kmm314.19043714.19图纸：{Y0601-42-T-2012-1/8PA-001基础及D-005/006基础}PA-001基础(0.9+0.1*2+0.3*2)*(1.2+0.1*2+0.3*2)*1.427*29.70D-005/006基础3.14*0.8*0.8*1.31*25.27人工开挖基坑三类土方(H=1.427m以内)m314.9714.97PA-001基础(0.9+0.1*2)*(1.2+0.1*2)*0.1*20.31D-005/006基础3.14*0.5*0.5*0.1*20.16现浇C15商品混凝土垫层m30.4650.47PA-001基础((0.9+0.1*2)+(1.2+0.1*2))*2*0.1*21.00D-005/006基础3.14*1.0*0.1*20.63现浇混凝土垫层支模板m21.6281.63现浇C30商品混凝土设备基础　(PA-001基础)m3(0.9*1.2*0.4+0.5*0.3*1.36)*21.27现浇C25商品混凝土设备基础(D-005/006基础)m33.14*0.4*0.4*1.722*21.73PA-001基础((0.9+1.2)*2*0.4+(0.5+0.3)*2*1.36)*27.71D-005/006基础3.14*0.8*1.722*28.65现浇设备基础支模板m216.36332816.36设备基础顶面抹40mm厚C35细石混凝土找平层m20.5*0.3*2+3.14*0.4*0.4*21.30M16地脚螺栓制作安装(带双螺母)kg((0.52+0.08)*1.58+0.23）*(2*2+3*2)11.78预埋铁件制作安装(滑动垫板)kg0.4*0.25*1.0*78.57.85①钢筋II级16*8　(1.675+0.192)*8*1.58*247.20②钢筋　I级8@200((0.42+0.22)*2+11.9*0.008*2)*13*0.395*215.10③钢筋II级14*51.12*5*1.21*213.55④钢筋　II级14*70.82*7*1.21*213.89扣减垫层-0.465-0.47扣减±0.00m以下基础-((0.9*1.2*0.4+0.5*0.3*0.927)*2+3.14*0.4*0.4*1.21*2)-2.36扣减地坪基层和混凝土-(((0.9+0.1*2+0.3*2)*(1.2+0.1*2+0.3*2)-0.5*0.3)*0.18*2+3.14*(0.8*0.8-0.4*0.4)*0.18*2)-1.71人工回填夯实土方10.43325210.43余土人工装车外运2km4.53554.54图纸：{Y0601-42-Z-2012-1设备竖向布置图}人工开挖三类土方m3(7.86*(7.5+1.5*2+0.3*2)+1.5*0.3*2)*0.1815.87原土夯实m27.86*(7.5+1.5*2)82.53现浇80mm厚C25商品混凝土地坪m37.86*(7.5+1.5*2)*0.086.60人工回填10mm厚级配碎石垫层m37.86*(7.5+1.5*2+0.1*2+1.8*0.1*2)*0.18.69基层每边超出地坪100m