搬经加力小学教学楼工程量计算书

工程量计算书工程名称：如皋市搬经镇加力小学 土建工程　　标段：序号1定额编号名称清单项目A.1 土石方工程计算公式计算结果2平整场地\\󰀀1.土壤类别:二类土_󰀂󰀀0101010010012.弃土运距:自定_󰀂󰀀3.取土运距:自定_　　　1-98平整场地　　　　　517.3517.303456789101146.7*(7.5+0.1+3+0.1)=499.693.6*(6.9+0.1+0.35)=26.46-(36-0.25-0.35)*0.25=-8.85737.846.7*(7.5+0.1+3+0.1)=499.693.6*(6.9+0.1+0.35)=26.46-(36-0.25-0.35)*0.25=-8.852*(46.7+10.7+3.6+0.1+0.25+0.25+36-0.25-0.35+3.6+7+0.35+14.3)=244.5-2*2*6=-2473.78012挖基础土方\\󰀀1.挖土深度:1.2m以内，挖沟槽_󰀂󰀀01010100300199.36462.弃土运距:自定_󰀂󰀀3.土壤类别:二类土_0.8*(1.5+0.1-0.45)*(46.5-1.425-1.55-3.5-3.7*3-3.3-0.2*6)=22.47199.3613　　【D】22.47114　　【C】0.8*(1.5+0.1-0.45)*(46.5-1.475-1.575-4.3-4.5*3-3.8-0.2*6)=18.9980.8*(1.5+0.1-0.45)*(46.5-1.375-1.375-3.5-3.2*3-2.9-0.2*6)=24.4260.8*(1.5+0.1-0.45)*(6.9-1.325-1.07-0.2)=3.96060.8*(1.5+0.1-0.45)*(14.1-1.55-1.325-2.9-2.5-0.2*3)=4.8070.8*(1.5+0.1-0.45)*(7.5-1.9-1.8-0.2+3.6-1.25-1.325-0.2)=4.0710.8*(1.5+0.1-0.45)*(7.5-2-1.9-0.2)=3.1280.8*(1.5+0.1-0.45)*(7.5-2-1.9-0.2)=3.1280.8*(1.5+0.1-0.45)*(7.5-2-1.9-0.2)=3.12818.998151617　　【B】　　【A】　　【1】24.4263.9614.80718192021　　【2】　　【3】　　【4】　　【5】4.0713.1283.1283.1282223241-补4,11　　【6】　　【7】0.8*(1.5+0.1-0.45)*(7.5-1.8-1.75-0.2)=3.450.8*(1.5+0.1-0.45)*(14.4-1.375-2.7-1.45-0.2*2)=7.7973.4507.7970.139反铲挖掘机(斗容量1m3以内)不装139.111245车　　【D】(0.8+0.6)*(1.5+0.1-0.45)*(46.5-1.425-1.55-3.5-3.7*3-3.3-0.6*6)*0.9=31.9142252531.91426　　【C】(0.8+0.6)*(1.5+0.1-0.45)*(46.5-1.475-1.575-4.3-4.5*3-3.8-0.6*6)*0.9=26.4442526.44427　　【B】(0.8+0.6)*(1.5+0.1-0.45)*(46.5-1.375-1.375-3.5-3.2*3-2.9-0.6*6)*0.9=34.99335(0.8+0.6)*(1.5+0.1-0.45)*(6.9-1.325-1.07-0.6)*0.9=5.658345(0.8+0.6)*(1.5+0.1-0.45)*(14.1-1.55-1.325-2.9-2.5-0.6*3)*0.9=5.83222534.99328　　【A】5.65829　　【1】5.83230　　【2】(0.8+0.6)*(1.5+0.1-0.45)*(7.5-1.9-1.8-0.6+3.6-1.25-1.325-0.6)*0.9=5.252625(0.8+0.6)*(1.5+0.1-0.45)*(7.5-2-1.9-0.6)*0.9=4.347(0.8+0.6)*(1.5+0.1-0.45)*(7.5-2-1.9-0.6)*0.9=4.347(0.8+0.6)*(1.5+0.1-0.45)*(7.5-2-1.9-0.6)*0.9=4.347(0.8+0.6)*(1.5+0.1-0.45)*(7.5-1.8-1.75-0.6)*0.9=4.85415(0.8+0.6)*(1.5+0.1-0.45)*(14.4-1.375-2.7-1.45-0.6*2)*0.9=11.12107515.456805139.111245/0.9*0.1=15.4568055.25331　　【3】4.34732　　【4】4.34733　　【5】4.34734　　【6】4.85435　　【7】机械挖土人工修边坡、整平二类干土深度在1.5m以内　11.12136371-2-115.4638挖基础土方\\󰀀1.挖土深度:1.2m以内，挖地坑_󰀂󰀀010101003002299.8512.弃土运距:自定_󰀂󰀀3.土壤类别:二类土_　　【J-1】　　【J-2】　　【J-3】　　【J-4】(2.4+0.2)*(2.4+0.2)*(1.5+0.1-0.45)*2=15.548(2.5+0.2)*(2.5+0.2)*(1.5+0.1-0.45)*2=16.767(3.5+0.2)*(2.7+0.2)*(1.5+0.1-0.45)=12.3395(3.2+0.2)*(2.4+0.2)*(1.5+0.1-0.45)*3=30.498299.853940414215.54816.76712.34030.49843444546474849505152535455561-补12,11　　【J-5】　　【J-6】　　【J-7】　　【J-8】　　【J-9】　　【J-10】　　【J-11】　　【J-12】　　【J-13】　　【J-14】　　【J-15】(2.9+0.2)*(2.2+0.2)*(1.5+0.1-0.45)=8.556(2.9+0.2)*(2.9+0.2)*(1.5+0.1-0.45)=11.0515(4.3+0.2)*(3.3+0.2)*(1.5+0.1-0.45)=18.1125(4.5+0.2)*(3.5+0.2)*(1.5+0.1-0.45)*3=59.9955(3.8+0.2)*(3.2+0.2)*(1.5+0.1-0.45)=15.64(2.7+0.2)*(2.7+0.2)*(1.5+0.1-0.45)=9.6715(2.8+0.2)*(2.8+0.2)*(1.5+0.1-0.45)=10.35(3.5+0.2)*(3.5+0.2)*(1.5+0.1-0.45)=15.7435(3.7+0.2)*(3.7+0.2)*(1.5+0.1-0.45)*3=52.4745(3.3+0.2)*(3.3+0.2)*(1.5+0.1-0.45)=14.0875(2.6+0.2)*(2.6+0.2)*(1.5+0.1-0.45)=9.0168.55611.05218.11359.99615.6409.67210.35015.74452.47514.0889.0160.33718.63019.893反铲挖掘机挖土(斗容量1m3以内)337.1409不装车　　【J-1】　　【J-2】(2.4+0.6)*(2.4+0.6)*(1.5+0.1-0.45)*2*0.9=18.63(2.5+0.6)*(2.5+0.6)*(1.5+0.1-0.45)*2*0.9=19.8927(3.5+0.6)*(2.7+0.6)*(1.5+0.1-0.45)*0.9=14.00355(3.2+0.6)*(2.4+0.6)*(1.5+0.1-0.45)*3*0.9=35.397(2.9+0.6)*(2.2+0.6)*(1.5+0.1-0.45)*0.9=10.143(2.9+0.6)*(2.9+0.6)*(1.5+0.1-0.45)*0.9=12.67875(4.3+0.6)*(3.3+0.6)*(1.5+0.1-0.45)*0.9=19.77885(4.5+0.6)*(3.5+0.6)*(1.5+0.1-0.45)*3*0.9=64.92555(3.8+0.6)*(3.2+0.6)*(1.5+0.1-0.45)*0.9=17.3052(2.7+0.6)*(2.7+0.6)*(1.5+0.1-0.45)*0.9=11.27115(2.8+0.6)*(2.8+0.6)*(1.5+0.1-0.45)*0.9=11.9646(3.5+0.6)*(3.5+0.6)*(1.5+0.1-0.45)*0.9=17.39835(3.7+0.6)*(3.7+0.6)*(1.5+0.1-0.45)*3*0.9=57.41145(3.3+0.6)*(3.3+0.6)*(1.5+0.1-0.45)*0.9=15.7423557　　【J-3】14.004585960　　【J-4】　　【J-5】　　【J-6】35.39710.14312.67961　　【J-7】19.7796263646566　　【J-8】　　【J-9】　　【J-10】　　【J-11】　　【J-12】64.92617.30511.27111.96517.39867　　【J-13】57.41168　　【J-14】15.7426970711-2-1　　【J-15】机械挖土人工修边坡、整平二类干土深度在1.5m以内　土(石)方回填\\󰀀1.基础回填土_󰀂󰀀0101030010012.密实度要求:按设计要求_󰀂󰀀3.夯填（碾压）:夯填_󰀂󰀀4.运输距离:自定_　1-104基(槽)坑回填土夯填　土(石)方回填\\󰀀1.室内回填土_󰀂󰀀0101030010022.密实度要求:按设计要求_󰀂󰀀3.夯填（碾压）:夯填_󰀂󰀀4.运输距离:自定_1-102地面回填土夯填A.3 砌筑工程(2.6+0.6)*(2.6+0.6)*(1.5+0.1-0.45)*0.9=10.598437.4601337.1409/0.9*0.1=37.460110.59837.4672225.901225.9073747599.36+299.85-0.25-0.459-4.43-17.1-109.34-34.71-7.02=225.901355.861154.57+374.60-0.25-0.459-4.43-17.1-109.34-34.71-7.02=355.861355.8676477.8*(0.45-0.255)93.177778477.8*(0.45-0.255)93.1779砖基础\\󰀀1.基础深度:1.2m以内_󰀂󰀀0103010010012.砂浆强度等级:M5水泥砂浆_󰀂󰀀44.6820223.砖品种、规格、强度等级:粉煤灰烧结砖_　　【D】0.19*(1.5-0.25-0.18+0.1)*(46.5-1.425-1.55-3.5-3.7*3-3.3)=5.6964370.19*(1.5-0.25-0.18+0.1)*(46.5-1.475-1.575-4.3-4.5*3-3.8)=4.8572550.19*(1.5-0.25-0.18+0.1)*(46.5-1.375-1.375-3.5-3.2*3-2.9)=6.1688250.19*(1.5-0.25-0.18+0.1)*(6.9-1.325-1.07)=1.0014620.19*(1.5-0.25-0.18+0.1)*(14.1-1.55-1.325-2.9-2.5)=1.2948980.19*(1.5-0.25-0.18+0.1)*(7.5-1.9-1.8+3.6-1.25-1.325)=1.0725980.19*(1.5-0.25-0.18+0.1)*(7.5-2-1.9)=0.800280.19*(1.5-0.25-0.18+0.1)*(7.5-2-1.9)=0.800280.19*(1.5-0.25-0.18+0.1)*(7.5-2-1.9)=0.800280.19*(1.5-0.25-0.18+0.1)*(7.5-1.8-1.75)=0.8780850.19*(1.5-0.25-0.18+0.1)*(14.4-1.375-2.7-1.45)=1.97291344.68805.69681　　【C】4.85782　　【B】6.16983　　【A】1.00184　　【1】1.2958586878889　　【2】　　【3】　　【4】　　【5】　　【6】1.0730.8000.8000.8000.87890　　【7】1.97391【斜面增加】【D】0.19*(1.5-0.35+0.125-0.18+0.1)*(1.55-0.35)*2=0.544920.19*(1.5-0.3+0.175-0.18+0.1)*(3.5-0.45+1.9-0.4)=1.1195280.19*(1.5-0.35+0.175-0.18+0.1)*(3.7-0.45+2-0.4)*3=3.4418030.19*(1.5-0.35+0.125-0.18+0.1)*(3.3-0.45+1.8-0.4)=0.9649630.19*(1.5-0.35+0.125-0.18+0.1)*(2.6-0.45+1.45-0.4)=0.726560.19*(1.5-0.3+0.125-0.18+0.1)*(2.9-0.45+1.575-0.45)=0.8456660.19*(1.5-0.35+0.225-0.18+0.1)*(4.3-0.45+1.8-0.4)=1.2917620.19*(1.5-0.35+0.25-0.18+0.1)*(4.5-0.45+1.9-0.4)*3=4.175820.19*(1.5-0.35+0.175-0.18+0.1)*(3.8-0.45+1.75-0.4)=1.1117850.19*(1.5-0.35+0.125-0.18+0.1)*(2.7-0.5+1.475-0.35)=0.7549410.19*(1.5-0.35+0.075-0.18+0.1)*(2.5-0.4+1.375-0.35)=0.6798440.19*(1.5-0.3+0.15-0.18+0.1)*(3.5-0.5+1.25-0.35)=0.941070.19*(1.5-0.35+0.125-0.18+0.1)*(3.2-0.5)*3=1.8391050.19*(1.5-0.3+0.125-0.18+0.1)*(2.9-0.5)=0.567720.19*(1.5-0.5+0.075-0.18+0.1)*(1.375-0.35)=0.1937760.19*(1.5-0.35+0.075-0.18+0.1)*(1.325-0.35+1.325-0.35)=0.4242230.19*(1.5-0.35+0.075-0.18+0.1)*(1.325-0.35+1.075-0.1)=0.424223-0.25=-0.25-0.459=-0.45944.68202219.33992　93　94　95　96　　【C】8.18097　98　99　100　101　　【B】4.222102　103　104　105　106　　【A】0.8481071081091103-1　　　【扣TZ】　　【扣LZ】M5直形砖基础-0.250-0.45944.68111空心砖墙、砌块墙\\󰀀1.墙体类型:填充墙_󰀂󰀀2.墙体厚度:200mm_󰀂󰀀3.空心砖、砌块品种、规格、强010304001001237.675365度等级:淤泥质粉煤灰烧结多孔砖_•4.砂浆强度等级、配合比:M5混合砂浆_237.68112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142【一层】【D】　　【扣洞口】　　　　【C】　　【扣洞口】　　　　　　【B】　　【扣洞口】　　　　　【A】　　【1】　　　【扣洞口】　　【栏杆】　　【2】　　　【扣洞口】　　【3】　　【4】　　【5】　　【6】　　【7】　【二层】【D】　　【扣洞口】0.19*(3.57-0.8)*(6.9+9*4+3.6-0.35-0.4-0.5-0.45*4)=22.867735-0.19*1.75*1.85*10=-6.15125-0.19*1.85*1.8*4=-2.5308-0.19*1.6*1.85=-0.56240.19*(3.57-0.8)*(46.5-0.35-0.5-0.45*4-0.35)=22.89405-0.19*1.6*1.65=-0.5016-0.19*1.8*2.75=-0.9405-0.19*1*2.75*8=-4.18-0.19*2.15*1.85*8=-6.0458-0.19*1.8*2.1=-0.71820.19*(3.57-0.65)*(6.9-0.35-0.15)=3.55072-0.19*1.7*2.1=-0.67830.19*(3.57-0.8)*(1.2-0.15-0.35)=0.368410.19*(3.57-0.8)*(1.2-0.15-0.25)*7=2.947280.19*(3.57-0.4)*(3.6-0.25-0.35)=1.80690.19*(3.57-0.65)*(6.9-0.35-0.1)=3.578460.19*(3.57-0.8)*(7.5-0.4-0.4)=3.526210.19*(3.57-0.4)*(3.6-0.1-0.35)=1.897245-0.19*1.6*1.85*2=-1.12480.19*(0.8-0.15)*(3-0.1-0.35)=0.3149250.19*(3.57-0.7)*(7.5-0.4*2)=3.653510.19*(3.57-0.4)*(3.6-0.15-0.35)=1.86713-0.19*2.15*1.85=-0.7557250.19*(3.57-0.7)*(7.5-0.4*2)=3.653510.19*(3.57-0.7)*(7.5-0.4*2)=3.653510.19*(3.57-0.7)*(7.5-0.4*2)=3.653510.19*(3.57-0.7)*(7.5-0.4*2)=3.653510.19*(3.57-0.7)*(7.5-0.4*2)=3.653510.19*(3.57-0.8)*(0.9-0.35)=0.2894650.19*(3.6-0.8)*(6.9+9*4+3.6-0.35*2-0.5-0.45*4)=23.142-0.19*1.75*1.85*10=-6.1512563.640-9.24422.894-12.3863.5514.4443.5785.423-1.1250.3155.521-0.7563.6543.6543.6543.6543.94367.101-9.244143144145146147148149150151152153154155156157158159160161162163164165166167168169170171172173174　　　　【C】　　【扣洞口】　　　　　　【B】　　【扣洞口】　　　　　【栏杆】　　【A】　　【1】　　　【扣洞口】　　【栏杆】　　【2】　　　【扣洞口】　　【3】　　【4】　　【5】　　【6】　　【7】　【三层】【D】　　【扣洞口】　　-0.19*1.85*1.8*4=-2.5308-0.19*1.6*1.85=-0.56240.19*(3.6-0.8)*(46.5-0.35-0.5-0.45*4-0.35)=23.142-0.19*1.6*1.65=-0.5016-0.19*1.8*2.75=-0.9405-0.19*1*2.75*8=-4.18-0.19*2.15*1.85*8=-6.0458-0.19*1.8*2.1=-0.71820.19*(3.6-0.65)*(6.9-0.35-0.15)=3.5872-0.19*1.7*2.1=-0.67830.19*(3.6-0.8)*(1.2-0.15-0.35)=0.37240.19*(3.6-0.8)*(1.2-0.15-0.25)*7=2.97920.19*(3.6-0.4)*(3.6-0.25-0.35)=1.8240.19*(0.8-0.15)*6.6*3=2.44530.19*(3.6-0.65)*(6.9-0.35-0.1)=3.6152250.19*(3.6-0.8)*(7.5-0.4-0.4)=3.56440.19*(3.6-0.4)*(3.6-0.1-0.3)=1.9456-0.19*1.6*1.85*2=-1.12480.19*(0.8-0.15)*(3-0.1-0.35)=0.3149250.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.4)*(3.6-0.15-0.3)=1.9152-0.19*2.15*1.85=-0.7557250.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.8)*(0.9-0.35)=0.29260.19*(3.6-0.8)*(6.9+9*4+3.6-0.35*2-0.5-0.45*4)=23.142-0.19*1.75*1.85*10=-6.15125-0.19*1.85*1.8*4=-2.5308-0.19*1.6*1.85=-0.562467.101-9.244-0.7563.6923.6923.6923.6923.984-1.1250.3155.6072.4453.6155.5103.5874.49723.142-12.386175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205　　【C】　　【扣洞口】　　　　　　【B】　　【扣洞口】　　　　　【栏杆】　　【A】　　【1】　　　【扣洞口】　　【栏杆】　　【2】　　　【扣洞口】　　【3】　　【4】　　【5】　　【6】　　【7】　【四层】【D】　　【扣洞口】　　　　【C】0.19*(3.6-0.8)*(46.5-0.35-0.5-0.45*4-0.35)=23.142-0.19*1.6*1.65=-0.5016-0.19*1.8*2.75=-0.9405-0.19*1*2.75*8=-4.18-0.19*2.15*1.85*8=-6.0458-0.19*1.8*2.1=-0.71820.19*(3.6-0.65)*(6.9-0.35-0.15)=3.5872-0.19*1.7*2.1=-0.67830.19*(3.6-0.8)*(1.2-0.15-0.35)=0.37240.19*(3.6-0.8)*(1.2-0.15-0.25)*7=2.97920.19*(3.6-0.4)*(3.6-0.25-0.35)=1.8240.19*(0.8-0.15)*6.6*3=2.44530.19*(3.6-0.65)*(6.9-0.35-0.1)=3.6152250.19*(3.6-0.8)*(7.5-0.4-0.4)=3.56440.19*(3.6-0.4)*(3.6-0.1-0.3)=1.9456-0.19*1.6*1.85*2=-1.12480.19*(0.8-0.15)*(3-0.1-0.35)=0.3149250.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.4)*(3.6-0.15-0.3)=1.9152-0.19*2.15*1.85=-0.7557250.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.8)*(0.9-0.35)=0.29260.19*(3.6-0.8)*(6.9+9*4+3.6-0.35*2-0.5-0.45*4)=23.142-0.19*1.75*1.85*10=-6.15125-0.19*1.85*1.8*4=-2.5308-0.19*1.6*1.85=-0.56240.19*(3.6-0.8)*(46.5-0.35-0.5-0.45*4-0.35)=23.14223.142-12.3863.5874.4972.4453.6155.510-1.1250.3155.607-0.7563.6923.6923.6923.6923.98439.833-9.24423.1422062072082092102112122132142152162172182192202212222232242252262272282292303-24　　【扣洞口】　　　　　　【B】　　【扣洞口】　　　　　【栏杆】　　【A】　　【1】　　　【扣洞口】　　【栏杆】　　【2】　　【扣洞口】　　【3】　　【4】　　【6】　　【7】　　　【扣GZ】-0.19*1*2.75*3=-1.5675-0.19*1.6*1.85=-0.5624-0.19*2.15*1.85*7=-5.290075-0.19*1.8*2.75*4=-3.762-0.19*1.8*2.1=-0.71820.19*(3.6-0.65)*(6.9-0.35-0.15)=3.5872-0.19*1.7*2.1=-0.67830.19*(3.6-0.8)*(1.2-0.15-0.35)=0.37240.19*(3.6-0.8)*(1.2-0.15-0.25)*7=2.97920.19*(3.6-0.4)*(3.6-0.25-0.35)=1.8240.19*(0.8-0.15)*6.6*3=2.44530.19*(3.6-0.65)*(6.9-0.35-0.1)=3.6152250.19*(3.6-0.8)*(7.5-0.4-0.4)=3.56440.19*(3.6-0.4)*(3.6-0.1-0.3)=1.9456-0.19*1.6*1.85*2=-1.12480.19*(0.8-0.15)*(3-0.1-0.35)=0.3149250.19*(3.6-0.4)*(3.6-0.15-0.3)=1.9152-0.19*2.15*1.85=-0.7557250.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.7)*(7.5-0.4*2)=3.69170.19*(3.6-0.8)*(0.9-0.35)=0.2926-20.37=-20.37-11.9003.5874.4972.4453.6155.510-1.1250.3151.915-0.7563.6923.6923.6923.984-20.370237.68231M5KM1粘土空心砖190×190×90 1237.675365砖墙空心砖墙、砌块墙\\󰀀1.墙体类型:女儿墙_󰀂󰀀2.墙体厚度:200mm_󰀂󰀀3.空心砖、砌块品种、规格、强01030400100220.44432度等级:淤泥质粉煤灰烧结多孔砖_•4.砂浆强度等级、配合比:M7.5混合砂浆_　　【女儿墙】　　【扣GZ】3-240.19*(1.1-0.07)*(46.5+10.5+36+3.6-0.35+6.9+0.35+14.1)=23.01432-2.57=-2.5720.4423223323423.014-2.57020.44M7.5KM1粘土空心砖190×190×9020.444321砖墙235A.4 混凝土及钢筋混凝土工程带形基础\\󰀀1.混凝土强度等级:C25_󰀂󰀀01040100100117.100752.混凝土拌和料要求:商品混凝土_　　【D】0.25*0.6*(46.5-1.425-1.55-3.5-3.7*3-3.3)=3.843750.25*0.6*(46.5-1.475-1.575-4.3-4.5*3-3.8)=3.27750.25*0.6*(46.5-1.375-1.375-3.5-3.2*3-2.9)=4.16250.25*0.6*(6.9-1.325-1.07)=0.675750.25*0.6*(14.1-1.55-1.325-2.9-2.5)=0.873750.25*0.6*(7.5-1.9-1.8+3.6-1.25-1.325)=0.723750.25*0.6*(7.5-2-1.9)=0.540.25*0.6*(7.5-2-1.9)=0.540.25*0.6*(7.5-2-1.9)=0.540.25*0.6*(7.5-1.8-1.75)=0.59250.25*0.6*(14.4-1.375-2.7-1.45)=1.3312523617.102373.844238　　【C】3.2782392402412422432442452462472485-171　　【B】　　【A】　　【1】　　【2】　　【3】　　【4】　　【5】　　【6】　　【7】4.1630.6760.8740.7240.5400.5400.5400.5931.33117.10249250251252253C25现浇混凝土条形基础无梁式17.10075(泵送商品砼)独立基础\\󰀀1.混凝土强度等级:C25_󰀂󰀀010401002001109.3399182.混凝土拌和料要求:商品混凝土_　　【J-1】2.4*2.4*0.35*2=4.032　　　【J-2】　(0.5*0.5+(2.4+0.5)*(2.4+0.5)+2.4*2.4)*0.15/6*2=0.7212.5*2.5*0.35*2=4.375(0.5*0.45+(2.5+0.5)*(2.5+0.45)+2.5*2.5)*0.15/6=0.383125(0.5*0.5+(2.5+0.5)*(2.5+0.5)+2.5*2.5)*0.15/6=0.38753.5*2.7*0.3=2.835(0.55*0.55+(3.5+0.55)*(2.7+0.55)+3.5*2.7)*0.3/6=1.145753.2*2.4*0.35*3=8.064(0.55*0.5+(3.2+0.55)*(2.4+0.5)+3.2*2.4)*0.25/6*3=2.353752.9*2.2*0.3=1.914(0.55*0.5+(2.9+0.55)*(2.2+0.5)+2.9*2.2)*0.25/6=0.6654172.9*2.9*0.3=2.523109.344.7535.146254255256257258259260261　　　【J-3】　　　【J-4】　　　【J-5】　　　【J-6】3.98110.4182.5793.3742622632642652662672682692702712722732742752762772782792802815-176　　　【J-7】　　　【J-8】　　　【J-9】　　　【J-10】　　　【J-11】　　　【J-12】　　　【J-13】　　　【J-14】　　　【J-15】　(0.55*0.5+(2.9+0.55)*(2.9+0.5)+2.9*2.9)*0.25/6=0.8506254.3*3.3*0.35=4.9665(0.55*0.55+(4.3+0.55)*(3.3+0.55)+4.3*3.3)*0.45/6=2.4873754.5*3.5*0.35*3=16.5375(0.55*0.5+(4.5+0.5)*(3.5+0.55)+4.5*3.5)*0.5/6*3=9.068753.8*3.2*0.35=4.256(0.55*0.5+(3.8+0.55)*(3.2+0.5)+3.8*3.2)*0.35/6=1.664252.7*2.7*0.35=2.5515(0.55*0.5+(2.7+0.55)*(2.7+0.5)+2.7*2.7)*0.25/6=0.7485422.8*2.8*0.35=2.744(0.55*0.55+(2.8+0.55)*(2.8+0.55)+2.8*2.8)*0.25/6=0.8068753.5*3.5*0.3=3.675(0.55*0.55+(3.5+0.55)*(3.5+0.55)+3.5*3.5)*0.35/6=1.6890423.7*3.7*0.35*3=14.3745(0.55*0.5+(3.7+0.55)*(3.7+0.5)+3.7*3.7)*0.35/6*3=5.5676253.3*3.3*0.35=3.8115(0.55*0.5+(3.3+0.55)*(3.3+0.5)+3.3*3.3)*0.25/6=1.0747922.6*2.6*0.35=2.366(0.55*0.5+(2.6+0.55)*(2.6+0.5)+2.6*2.6)*0.25/6=0.7109.343.0664.88619.9425.3643.5513.3005.92025.6067.454C25现浇桩承台 独立柱基(泵送商109.339918品砼)282垫层\\󰀀1.混凝土强度等级:C10，独基及010401006001条基垫层_󰀂󰀀2.混凝土拌合料要求:自拌砼_　　【D】34.714434.712830.8*0.1*(46.5-1.425-1.55-3.5-3.7*3-3.3-0.2*6)=1.9540.8*0.1*(46.5-1.475-1.575-4.3-4.5*3-3.8-0.2*6)=1.6520.8*0.1*(46.5-1.375-1.375-3.5-3.2*3-2.9-0.2*6)=2.1240.8*0.1*(6.9-1.325-1.07-0.2)=0.34440.8*0.1*(14.1-1.55-1.325-2.9-2.5-0.2*3)=0.4180.8*0.1*(7.5-1.9-1.8-0.2+3.6-1.25-1.325-0.2)=0.3541.954284　　【C】1.652285286287288　　【B】　　【A】　　【1】　　【2】2.1240.3440.4180.3542892902912922932942952962972982993003013023033043053063073083092-120　　【3】　　【4】　　【5】　　【6】　　【7】　　【J-1】　　【J-2】　　【J-3】　　【J-4】　　【J-5】　　【J-6】　　【J-7】　　【J-8】　　【J-9】　　【J-10】　　【J-11】　　【J-12】　　【J-13】　　【J-14】　　【J-15】C10砼无筋垫层0.8*0.1*(7.5-2-1.9-0.2)=0.2720.8*0.1*(7.5-2-1.9-0.2)=0.2720.8*0.1*(7.5-2-1.9-0.2)=0.2720.8*0.1*(7.5-1.8-1.75-0.2)=0.30.8*0.1*(14.4-1.375-2.7-1.45-0.2*2)=0.678(2.4+0.2)*(2.4+0.2)*0.1*2=1.352(2.5+0.2)*(2.5+0.2)*0.1*2=1.458(3.5+0.2)*(2.7+0.2)*0.1=1.073(3.2+0.2)*(2.4+0.2)*0.1*3=2.652(2.9+0.2)*(2.2+0.2)*0.1=0.744(2.9+0.2)*(2.9+0.2)*0.1=0.961(4.3+0.2)*(3.3+0.2)*0.1=1.575(4.5+0.2)*(3.5+0.2)*0.1*3=5.217(3.8+0.2)*(3.2+0.2)*0.1=1.36(2.7+0.2)*(2.7+0.2)*0.1=0.841(2.8+0.2)*(2.8+0.2)*0.1=0.9(3.5+0.2)*(3.5+0.2)*0.1=1.369(3.7+0.2)*(3.7+0.2)*0.1*3=4.563(3.3+0.2)*(3.3+0.2)*0.1=1.225(2.6+0.2)*(2.6+0.2)*0.1=0.78434.71440.2720.2720.2720.3000.6781.3521.4581.0732.6520.7440.9611.5755.2171.3600.8410.9001.3694.5631.2250.78434.71310圈梁\\󰀀1.地圈梁_󰀂󰀀0104030040012.混凝土强度等级:C25_󰀂󰀀3.混凝土拌和料要求:自拌砼_　　【D】　　【C】　　【B】　　【A】　　【1】　　【2】　7.02727.033113123133143153163170.18*0.2*(46.5-0.4-0.35-0.45*4-0.5)=1.56420.18*0.2*(46.5-0.35-0.35-0.4*4-0.5)=1.57320.18*0.2*(46.5-0.35-0.35-0.5*5)=1.55880.18*0.2*(6.9-0.45)=0.23220.18*0.2*(14.1-0.4-0.5-0.4-0.35)=0.44820.18*0.2*(7.5-0.4*2)=0.24120.18*0.2*(3.6-0.15-0.35)=0.11161.5641.5731.5590.2320.4480.3533183193203213223235-20　　【3】　　【4】　　【5】　　【6】　　【7】0.18*0.2*(7.5-0.4*2)=0.24120.18*0.2*(7.5-0.4*2)=0.24120.18*0.2*(7.5-0.4*2)=0.24120.18*0.2*(7.5-0.4*2)=0.24120.18*0.2*(7.5+3-0.35-0.5-0.4)=0.3330.2410.2410.2410.2410.3337.03324C25现浇圈梁(自拌砼)7.0272矩形柱\\󰀀1.-0.45以下_󰀂󰀀2.柱截面尺寸:截面周长2.5m以内010402001001_•2.1143753.混凝土强度等级:C30_󰀂󰀀4.混凝土拌和料要求:商品混凝土_【-0.45以下】　　　　　　　　　5-181C30现浇矩形柱(泵送商品砼)0.45*0.4*(1.5-0.5-0.45)=0.0990.45*0.5*(1.5-0.7-0.45)*4=0.3150.45*0.5*(1.5-0.6-0.45)*6=0.60750.45*0.5*(1.5-0.55-0.45)=0.11250.45*0.5*(1.5-0.85-0.45)*3=0.1350.45*0.5*(1.5-0.5-0.45)=0.123750.45*0.45*(1.5-0.5-0.45)*3=0.3341250.5*0.5*(1.5-0.6-0.45)*2=0.2250.5*0.5*(1.5-0.65-0.45)=0.10.5*0.5*(1.5-0.8-0.45)=0.06252.1143752.113253263273283293303313323333343352.1142.11336矩形柱\\󰀀1.柱高度:5m以内_󰀂󰀀2.柱截面尺寸:截面周长2.5m以内010402001002_•20.2373.混凝土强度等级:C30_󰀂󰀀4.混凝土拌和料要求:商品混凝土_【0.000以上】【0~3.6】　　　5-181C30现浇矩形柱(泵送商品砼)[层高在5m以内]0.5*0.5*(3.57-0.1+0.45)*4=3.920.45*0.45*(3.57-0.1+0.45)*3=2.38140.45*0.5*(3.57-0.1+0.45)*15=13.230.45*0.4*(3.57-0.1+0.45)=0.705620.23720.2433733833934034120.23720.24342矩形柱\\󰀀1.柱高度:3.6m以内_󰀂󰀀2.柱截面尺寸:截面周长2.5m以内010402001003_•52.44753.混凝土强度等级:C30_󰀂󰀀4.混凝土拌和料要求:商品混凝土_　　【3.6~7.2】　　　　【7.2~10.8】　　　　【10.8~14.4】　　5-1810.45*0.5*(3.6-0.1)*18=14.1750.45*0.45*(3.6-0.1)*2=1.41750.45*0.4*(3.6-0.1)*3=1.890.45*0.5*(3.6-0.1)*18=14.1750.45*0.45*(3.6-0.1)*2=1.41750.45*0.4*(3.6-0.1)*3=1.890.45*0.5*(3.6-0.1)*18=14.1750.45*0.45*(3.6-0.1)*2=1.41750.45*0.4*(3.6-0.1)*3=1.8952.4534334434534634734834935035135217.48317.48317.483353C30现浇矩形柱(泵送商品砼)52.4475矩形柱\\󰀀1.3.6m以内，TZ_󰀂󰀀2.柱截面尺寸:截面周长1.6m以内010402001004_•1.1553.混凝土强度等级:C30_󰀂󰀀4.混凝土拌和料要求:商品混凝土_【0.000以下】【0.000以上】【楼梯2】　　【楼梯1】　5-181C30现浇矩形柱(泵送商品砼)0.2*0.25*(1.5-0.25)*4=0.250.2*0.25*(1.8-0.4)*6=0.420.2*0.25*(1.8-0.4)*6=0.420.2*0.25*(1.05-0.4)*2=0.0651.15552.451.163543553563573580.2500.9050.4851.16359矩形柱\\󰀀1.现浇构造柱_󰀂󰀀0104020010052.混凝土强度等级:C25_󰀂󰀀3.混凝土拌和料要求:自拌砼_【LZ】【0.000以下】【LZ】　【GZ】【一层】　　　　【二层】28.6320828.633603613623633643653660.15*0.3*(1.5-0.35+0.125)*8=0.4590.15*0.3*(3.57-0.8)*8*1.3=1.296360.15*0.3*(3.6-0.8)*8*3*1.3=3.93120.2*0.2*(3.57-0.8)*28*1.3=4.033120.2*0.2*(3.57-0.65)*2*1.3=0.303680.2*0.2*(3.57-0.7)*6*1.3=0.895440.2*0.2*(3.6-0.8)*28*1.3=4.07680.4595.22820.3755.2883673683693703713723733743753763775-16　　　　【三层】　　　　【四层】　　　　【栏杆】【女儿墙GZ】C25现浇构造柱(自拌砼)0.2*0.2*(3.6-0.65)*2*1.3=0.30680.2*0.2*(3.6-0.7)*6*1.3=0.90480.2*0.2*(3.6-0.8)*28*1.3=4.07680.2*0.2*(3.6-0.65)*2*1.3=0.30680.2*0.2*(3.6-0.7)*6*1.3=0.90480.2*0.2*(3.6-0.8)*24*1.3=3.49440.2*0.2*(3.6-0.7)*3*1.3=0.45240.2*0.2*(3.6-0.65)*2*1.3=0.30680.2*0.2*(0.8-0.15)*12=0.3120.24*0.2*(1.1-0.07)*40*1.3=2.5708828.632080.3122.57128.634.2545.288378有梁板\\󰀀1.板底标高:5m以内_󰀂󰀀2.板厚度:100mm以内_󰀂󰀀01040500100172.2274683.混凝土强度等级:C30_󰀂󰀀4.混凝土拌和料要求:商品混凝土_【3.57】【D】0.25*(0.8-0.1)*(9*4-0.25-0.45*3-0.225)=5.9806250.25*(0.8-0.1)*(9*4-0.225-0.45*3-0.25)=5.9806250.25*(0.4-0.09)*(3.6-0.225-0.35)=0.2344380.3*(0.4-0.09)*(3.6-0.2)=0.31620.2*(0.8-0.1)*(9*4-0.25-0.5*3-0.35)=4.7460.2*(0.4-0.09)*(3.6-0.25-0.35)=0.1860.2*(0.65-0.1)*(6.9-0.15-0.35)=0.7040.2*(0.65-0.09)*(2.13-0.1)=0.227360.2*(0.8-0.1)*(3-0.4)=0.3640.3*(0.4-0.09)*(3.6-0.2)=0.31620.2*(0.4-0.1)*(3-0.45)=0.1530.2*(0.4-0.1)*(3.6-0.35-0.15)=0.1860.2*(0.65-0.1)*(7.5-0.15-0.15)*2=1.5840.2*(0.7-0.1)*(7.5-0.4*2)=0.8040.2*(0.4-0.1)*(3-0.35-0.1)=0.1530.2*(0.65-0.1)*(7.5-0.15-0.15)*2=1.58472.2337930.091380381382383384385386387388389390391392393394　　【C】　　　【L2】　　【B】　　　　【A】　　【1】　　【L2】　　【2】　　　【L3】　　【3】　　　【L3】6.2150.3165.6360.2270.3640.3160.3391.5840.9571.5843953963973983994004014024034044054064074084094105-199　　【4】　　　【L3】　　【5】　　　【L3】　　【6】　　　【7】　【板】【2-6/C-D】　　【2-6/B-C】　　【1-2/B-C】　　【楼梯1处】　　【楼梯2处】0.2*(0.7-0.1)*(7.5-0.4*2)=0.8040.2*(0.4-0.1)*(3-0.35-0.1)=0.1530.2*(0.65-0.1)*(7.5-0.15-0.15)*2=1.5840.2*(0.7-0.1)*(7.5-0.4*2)=0.8040.2*(0.4-0.1)*(3-0.35-0.1)=0.1530.2*(0.65-0.1)*(7.5-0.15-0.15)*2=1.5840.2*(0.7-0.1)*(7.5-0.4*2)=0.8040.2*(0.4-0.1)*(3-0.35-0.1)=0.1530.2*(0.7-0.09)*(1.8-0.4)=0.17080.2*(0.8-0.09)*(3-0.45)=0.3621(4*9-0.1+0.1)*(7.5+0.2)*0.1=27.72(4*9+0.2)*(3-0.15-0.1)*0.1=9.955(6.9+0.1-0.1)*(3-0.1+0.1)*0.1=2.07(2.13+0.35)*(3.6-0.1+0.1)*0.09=0.80352(1.8+3+0.1)*(3.6-0.1+0.1)*0.09=1.58760.9571.5840.9571.5840.9570.53342.1369.9552.0700.8041.58872.23411C30现浇有梁板(泵送商品砼)[层72.227468高在5m以内]有梁板\\󰀀1.板底标高:5m以内_󰀂󰀀2.板厚度:200mm以内_󰀂󰀀01040500100210.662753.混凝土强度等级:C30_󰀂󰀀4.混凝土拌和料要求:商品混凝土_【3.57】【D】　　【C】　　【1】　　【L1】　　【2】　　【板】5-1990.25*(0.8-0.11)*(6.9-0.4-0.25)=1.0781250.25*(0.8-0.11)*(6.9-0.4-0.25)=1.0781250.2*(0.8-0.11)*(7.5-0.4*2)=0.92460.2*(0.65-0.11)*(7.5-0.15*2)=0.77760.2*(0.7-0.11)*(7.5-0.4*2)=0.7906(6.9+0.2)*(7.5+0.2)*0.11=6.013710.6641241341441541641741810.6631.0780.9250.7780.7916.01410.66419C30现浇有梁板(泵送商品砼)[层10.66275高在5m以内]有梁板\\󰀀1.板底标高:3.6m以内_󰀂󰀀2.板厚度:100mm以内_󰀂󰀀010405001003212.7570243.混凝土强度等级:C30_󰀂󰀀4.混凝土拌和料要求:商品混凝土_【7.17】【D】0.25*(0.8-0.1)*(9*4-0.25-0.45*3-0.225)=5.980625212.7642030.098421422423424425426427428429430431432433434435436437438439440441442443444445446447448449　　【C】　　　【L2】　　【B】　　　　【A】　　【1】　　【L2】　　【2】　　　【L3】　　【3】　　　【L3】　　【4】　　　【L3】　　【5】　　　【L3】　　【6】　　　【7】　【板】【2-6/C-D】　　【2-6/B-C】　　【1-2/B-C】　　【楼梯1处】0.25*(0.8-0.1)*(9*4-0.225-0.45*3-0.25)=5.9806250.25*(0.4-0.09)*(3.6-0.225-0.35)=0.2344380.3*(0.4-0.09)*(3.6-0.2)=0.31620.2*(0.8-0.1)*(9*4-0.25-0.5*3-0.35)=4.7460.2*(0.4-0.09)*(3.6-0.25-0.35)=0.1860.2*(0.65-0.1)*(6.9-0.15-0.35)=0.7040.2*(0.65-0.09)*(2.13-0.1)=0.227360.2*(0.8-0.1)*(3-0.4)=0.3640.3*(0.4-0.09)*(3.6-0.2)=0.31620.2*(0.4-0.1)*(3-0.45)=0.1530.2*(0.4-0.09)*(3.6-0.35-0.15)=0.19220.2*(0.65-0.1)*(7.5-0.15-0.15)*2=1.5840.2*(0.7-0.1)*(7.5-0.4*2)=0.8040.2*(0.4-0.1)*(3-0.35-0.1)=0.1530.2*(0.65-0.1)*(7.5-0.15-0.15)*2=1.5840.2*(0.7-0.1)*(7.5-0.4*2)=0.8040.2*(0.4-0.1)*(3-0.35-0.1)=0.1530.2*(0.65-0.1)*(7.5-0.15-0.15)*2=1.5840.2*(0.7-0.1)*(7.5-0.4*2)=0.8040.2*(0.4-0.1)*(3-0.35-0.1)=0.1530.2*(0.65-0.1)*(7.5-0.15-0.15)*2=1.5840.2*(0.7-0.1)*(7.5-0.4*2)=0.8040.2*(0.4-0.1)*(3-0.35-0.1)=0.1530.2*(0.7-0.09)*(1.8-0.4)=0.17080.2*(0.8-0.09)*(3-0.45)=0.3621(4*9-0.1+0.1)*(7.5+0.2)*0.1=27.72(4*9+0.2)*(3-0.15-0.1)*0.1=9.955(6.9+0.1-0.1)*(3-0.1+0.1)*0.1=2.07(2.13+0.35)*(3.6-0.1+0.1)*0.09=0.803526.2150.3165.6360.2270.3640.3160.3451.5840.9571.5840.9571.5840.9571.5840.9570.53342.1369.9552.0700.804450451　　【楼梯2处】【10.77】【D】(1.8+3+0.1)*(3.6-0.1+0.1)*0.09=1.58760.25*(0.8-0.1)*(9*4-0.25-0.45*3-0.225)=5.9806250.25*(0.8-0.1)*(9*4-0.225-0.45*3-0.25)=5.9806250.25*(0.4-0.09)*(3.6-0.225-0.35)=0.2344380.3*(0.4-0.09)*(3.6-0.2)=0.31620.2*(0.8-0.1)*(9*4-0.25-0.5*3-0.35)=4.7460.2*(0.4-0.09)*(3.6-0.25-0.35)=0.1860.2*(0.65-0.1)*(6.9-0.15-0.35)=0.7040.2*(0.65-0.09)*(2.13-0.1)=0.227360.2*(0.8-0.1)*(3-0.4)=0.3640.3*(0.4-0.09)*(3.6-0.2)=0.31620.2*(0.4-0.1)*(3-0.45)=0.1530.2*(0.4-0.09)*(3.6-0.35-0.15)=0.19220.2*(0.65-0.1)*(7.5-0.15-0.15)*2=1.5840.2*(0.7-0.1)*(7.5-0.4*2)=0.8040.2*(0.4-0.1)*(3-0.35-0.1)=0.1530.2*(0.65-0.1)*(7.5-0.15-0.15)*2=1.5840.2*(0.7-0.1)*(7.5-0.4*2)=0.8040.2*(0.4-0.1)*(3-0.35-0.1)=0.1530.2*(0.65-0.1)*(7.5-0.15-0.15)*2=1.5840.2*(0.7-0.1)*(7.5-0.4*2)=0.8040.2*(0.4-0.1)*(3-0.35-0.1)=0.1530.2*(0.65-0.1)*(7.5-0.15-0.15)*2=1.5840.2*(0.7-0.1)*(7.5-0.4*2)=0.8040.2*(0.4-0.1)*(3-0.35-0.1)=0.1530.2*(0.7-0.09)*(1.8-0.4)=0.17080.2*(0.8-0.09)*(3-0.45)=0.3621(4*9-0.1+0.1)*(7.5+0.2)*0.1=27.72(4*9+0.2)*(3-0.15-0.1)*0.1=9.9551.58830.098452453454455456457458459460461462463464465466467468469470471472473474475476477478　　【C】　　　【L2】　　【B】　　　　【A】　　【1】　　【L2】　　【2】　　　【L3】　　【3】　　　【L3】　　【4】　　　【L3】　　【5】　　　【L3】　　【6】　　　【7】　【板】【2-6/C-D】　　【2-6/B-C】6.2150.3165.6360.2270.3640.3160.3451.5840.9571.5840.9571.5840.9571.5840.9570.53342.1369.955479480481482　　【1-2/B-C】　　【楼梯1处】　　【楼梯2处】【屋面】【D】(6.9+0.1-0.1)*(3-0.1+0.1)*0.1=2.07(2.13+0.35)*(3.6-0.1+0.1)*0.09=0.80352(1.8+3+0.1)*(3.6-0.1+0.1)*0.09=1.58760.25*(0.8-0.1)*(9*4-0.25-0.45*3-0.225)=5.9806250.25*(0.8-0.1)*(9*4-0.225-0.45*3-0.25)=5.9806250.25*(0.4-0.09)*(3.6-0.225-0.35)=0.2344380.2*(0.8-0.1)*(9*4-0.25-0.5*3-0.35)=4.7460.2*(0.4-0.09)*(3.6-0.25-0.35)=0.1860.2*(0.65-0.1)*(6.9-0.15-0.35)=0.7040.2*(0.8-0.1)*(3-0.4)=0.3640.2*(0.4-0.1)*(3-0.45)=0.1530.2*(0.65-0.1)*(7.5-0.15*2)*2=1.5840.2*(0.65-0.1)*(7.5-0.4*2)=0.7370.2*(0.4-0.1)*(3-0.45)=0.1530.2*(0.65-0.1)*(7.5-0.15*2)*2=1.5840.2*(0.65-0.1)*(7.5-0.4*2)=0.7370.2*(0.4-0.1)*(3-0.45)=0.1530.2*(0.65-0.1)*(7.5-0.15*2)*2=1.5840.2*(0.65-0.1)*(7.5-0.4*2)=0.7370.2*(0.4-0.1)*(3-0.45)=0.1530.2*(0.65-0.1)*(7.5-0.15*2)*2=1.5840.2*(0.4-0.1)*(3-0.45)=0.1530.2*(0.8-0.1)*(3-0.45)=0.357(4*9-0.2)*(7.5+0.2)*0.1=27.566(4*9+0.1+0.1)*(3-0.1-0.15)*0.1=9.955(6.9-0.1+0.1)*(3-0.2)*0.1=1.932(3.6-0.1+0.1)*(3+0.1-0.1)*0.09=0.972212.7570242.0700.8041.58827.8654834844854864874884894904914924934944954964974984995005015025035045055065-199　　【C】　　　【B】　　　　【1】　　【2】　　【L2】　　【3】　　　【L2】　　【4】　　　【L2】　　【5】　　　【L2】　　【6】　　【7】【板】【2-6/D-C】　　【2-6/C-B】　　【1-2/C-B】　　【6-7/C-B】C30现浇有梁板(泵送商品砼)6.2155.6360.3640.1531.5840.8901.5840.8901.5840.8901.5840.1530.35740.4259.9551.9320.972212.76507有梁板\\󰀀1.板底标高:3.6m以内_󰀂󰀀2.板厚度:200mm以内_󰀂󰀀01040500100442.1594763.混凝土强度等级:C30_󰀂󰀀4.混凝土拌和料要求:商品混凝土_【7.17】【D】　　【C】　　【1】　　【L1】　　【2】　　【板】【10.77】【D】　　【C】　　【1】　　【L1】　　【2】　　【板】【屋面】【D】　　　【C】　　　【B】　　【A】　　【1】　　　【L1】　　【2】　　　【6】　　【7】　　【板】　0.25*(0.8-0.11)*(6.9-0.4-0.25)=1.0781250.25*(0.8-0.11)*(6.9-0.4-0.25)=1.0781250.2*(0.8-0.11)*(7.5-0.4*2)=0.92460.2*(0.65-0.11)*(7.5-0.15*2)=0.77760.2*(0.7-0.11)*(7.5-0.4*2)=0.7906(6.9+0.2)*(7.5+0.2)*0.11=6.01370.25*(0.8-0.11)*(6.9-0.4-0.25)=1.0781250.25*(0.8-0.11)*(6.9-0.4-0.25)=1.0781250.2*(0.8-0.11)*(7.5-0.4*2)=0.92460.2*(0.65-0.11)*(7.5-0.15*2)=0.77760.2*(0.7-0.11)*(7.5-0.4*2)=0.7906(6.9+0.2)*(7.5+0.2)*0.11=6.01370.25*(0.8-0.11)*(6.9-0.4-0.25)=1.0781250.25*(0.8-0.11)*(3.6-0.225-0.35)=0.5218130.25*(0.8-0.11)*(6.9-0.4-0.25)=1.0781250.25*(0.4-0.11)*(3.6-0.35-0.225)=0.2193130.2*(0.65-0.11)*(6.9-0.5)=0.69120.2*(0.65-0.11)*(6.9-0.1-0.35)=0.69660.2*(0.8-0.11)*(7.5-0.4*2)=0.92460.2*(0.4-0.11)*(3.6-0.4)=0.18560.2*(0.65-0.11)*(7.5-0.15*2)=0.77760.2*(0.65-0.11)*(7.5-0.4*2)=0.72360.2*(0.4-0.11)*(3.6-0.4)=0.18560.2*(0.65-0.11)*(7.5-0.4*2)=0.72360.2*(0.65-0.11)*(7.5-0.4*2)=0.7236(6.9+0.2)*(7.5+0.2)*0.11=6.0137(3.6+0.2)*(7.5+0.2)*0.11=3.218642.1650850951051151251351451551651751851952052152252352452552652752852953053153253353410.6631.0780.9250.7780.7916.01410.6631.0780.9250.7780.7916.01420.8341.2970.6910.6971.1100.7780.9090.7240.72412.3055355365-199　(6.9+0.35+0.1)*(3.6+0.2)*0.11=3.072342.16537C30现浇有梁板(泵送商品砼)42.159476矩形梁\\󰀀1.梁底标高:3.6m以内_󰀂󰀀0104030020012.混凝土强度等级:C30_󰀂6.5328󰀀3.混凝土拌和料要求:商品混凝土_【3.57】【D】　　【A】　　【1】　　【7】【7.17】【D】　　【A】　　【1】　　【7】【10.77】【D】　　【A】　　【1】　　【7】　5-185C30现浇单梁框架梁连续梁(泵送商品砼)6.53280.25*0.8*(3.6-0.225-0.35)=0.6050.2*0.65*(1.8+2.97-0.35)=0.57460.2*0.4*(3.6-0.4)=0.2560.2*0.7*(2.73+2.97-0.4)=0.7420.25*0.8*(3.6-0.225-0.35)=0.6050.2*0.65*(1.8+2.97-0.35)=0.57460.2*0.4*(3.6-0.4)=0.2560.2*0.7*(2.73+2.97-0.4)=0.7420.25*0.8*(3.6-0.225-0.35)=0.6050.2*0.65*(1.8+2.97-0.35)=0.57460.2*0.4*(3.6-0.4)=0.2560.2*0.7*(2.73+2.97-0.4)=0.7426.535385395405415425435445455465475485495505512.1780.5750.2560.7422.1780.5750.2560.7422.1780.5750.2560.7426.53552雨蓬、阳台板\\󰀀1.混凝土强度等级:C30，空调板_󰀂󰀀0104050080010.722.混凝土拌和料要求:商品混凝土_　5-205C30现浇雨篷板式(泵送商品砼)0.5*0.9*0.1*16=0.727.20.725535545555565575585595605615625635-2030.720　0.5*0.9*16=7.2直形楼梯\\󰀀1.混凝土强度等级:C30_󰀂󰀀010406001001126.67752.混凝土拌和料要求:商品混凝土_　　【楼梯1】2.97*(3.6-0.2)*3=30.294　　　【楼梯2】　　　C30现浇楼梯直形(泵送商品砼)1.7*(3.6+0.2)*3=19.382.97*(3.6-0.2)*3=30.2942.63*(3.6+0.2)*3=29.982(1.18+2.97)*1.65=6.84752.6*(3.6+0.2)=9.88126.6775126.6849.67477.00412.668564其他构件\\󰀀1.构件的类型:依附在梁上的砼线条_󰀂󰀀0104070010012.构件规格:100*100_󰀂󰀀124.23.混凝土强度等级:C30_󰀂󰀀4.混凝土拌和料要求:商品混凝土_　5-195(6.6+0.15*2)*3*3*2=124.2124.20565566567C30现浇依附于梁 墙上的砼线条124.2(泵送商品砼)其他构件\\󰀀1.构件的类型:依附在梁上的砼线条_󰀂󰀀0104070010022.构件规格:200*250_󰀂󰀀39.353.混凝土强度等级:C30_󰀂󰀀4.混凝土拌和料要求:商品混凝土_　5-195(9*4+3.6-0.35+0.1)=39.3512.42039.35568569570571C30现浇依附于梁 墙上的砼线条39.35(泵送商品砼)其他构件\\󰀀1.构件的类型:依附在梁上的砼线条_󰀂󰀀0104070010032.构件规格:100*250_󰀂󰀀39.353.混凝土强度等级:C30_󰀂󰀀4.混凝土拌和料要求:商品混凝土_C30现浇依附于梁 墙上的砼线条5-19539.35(泵送商品砼)其他构件\\󰀀1.构件的类型:砼压顶_󰀂󰀀0104070010042.混凝土强度等级:C25_󰀂󰀀3.混凝土拌和料要求:自拌砼_　　【女儿墙】　　【走廊栏杆】　　5-49C25现浇压顶(自拌砼)3.93539.353.9355725.456165.465735745755765770.07*0.38*(46.5+10.5+36+3.6-0.35+6.9+0.35+14.1)=3.128160.15*0.2*6.6*3*3=1.7820.15*0.2*(3-0.1-0.35)*4=0.3060.15*0.2*(3-0.9-0.1)*4=0.245.456163.1282.3285.46578散水、坡道\\󰀀1.混凝土散水，600宽_󰀂󰀀2.20厚1：2.5水泥砂浆抹面_󰀂󰀀0104070020013.60厚C15混凝土垫层_󰀂󰀀4.80厚碎石垫层_󰀂󰀀5.素土夯实_　　12-2212-1112-91-99水泥砂浆楼地面20mmC15砼不分格垫层　碎石干铺垫层　地面原土打底夯54.354.305795805815825835845855860.6*(46.7+14.3+10.7+3.6+0.25+0.1+6.9+0.1+0.35+3.6+0.2+0.1)=52.140.6*0.6*6=2.1654.33.25854.3*0.06=3.2584.34454.3*0.08=4.34454.35.4304.345.4303.265875885895905915925935945955965975985996006016026036046056066076086096106116126139-162沥青砂浆伸缩缝　9.0554.3/0.6/6*0.6=9.0514.312.8*(1.5+2.7)+1.7*1.5=14.3114.311.43114.31*0.1=1.4312.146514.31*0.15=2.146514.3116.32416.3240.0660.06621.77521.77530.6730.670.905散水、坡道\\󰀀0104070020021.无障碍坡道_󰀂󰀀2.做法详见03J926-2/22_　12-9012-1112-11-99300×300地砖楼地面(水泥砂浆)C15砼不分格垫层　3:7灰土垫层　地面原土打底夯现浇混凝土钢筋\\󰀀0104160010011.钢筋种类、规格:直径12mm以内，一级钢_4-1现浇砼构件钢筋Φ12mm内现浇混凝土钢筋\\󰀀0104160010021.钢筋种类、规格:直径25mm以内，二级钢_现浇砼构件钢筋Φ25mm内现浇混凝土钢筋\\󰀀0104160010031.钢筋种类、规格:直径12mm以内，三级钢_4-1现浇砼构件钢筋Φ12mm内现浇混凝土钢筋\\󰀀0104160010041.钢筋种类、规格:直径25mm以内，三级钢_4-2现浇砼构件钢筋Φ25mm内4-214.311.4311.432.151.43116.32416.3240.0660.06621.77521.77530.67030.6701.241现浇混凝土钢筋\\󰀀0104160010051.钢筋种类、规格:砌体内加固钢1.2408筋_　2068*0.6/1000=1.24084-250104160010064-28010416001007砌体、板缝内加固钢筋(不绑扎)现浇混凝土钢筋\\󰀀1.钢筋种类、规格:电渣压力焊_电渣压力焊现浇混凝土钢筋\\󰀀1.钢筋种类、规格:屋面冷拔丝_　4-4冷轧带肋钢筋A.6 金属结构工程钢栏杆\\󰀀1.空调板钢栏杆_󰀂󰀀0106060090012.30*2方钢管喷漆，竖杆间距400，竖杆20*2方钢管喷漆_　1.24089009000.681239512.21*1.33/1000=0.6812390.6812391.24190090.00.6810.6816140.1093840.109615((1.8+0.5*2)*2+(1+0.5*2)*12)*1.69/1000=0.050024((1.8+0.5*2)*2+(1+0.5*2)*12)*1.06/1000=0.031376616　6176186196206216226-297-15416-260　钢栏杆制作圆(方)钢为主钢扶手 栏杆安装其它金属面调和漆二遍A.7 屋面及防水工程(((1.8+1)/0.4+1)*0.3*2+((1+1)/0.4+1)*0.3*12)*1.06/1000=0.0279840.1093840.1093840.109384*1.710.1090.1090.187屋面卷材防水\\󰀀0107020010011.3厚高聚物改性沥青防水卷材_󰀂󰀀542.912.20厚1：3水泥砂浆找平_　　　　【翻边】9-329-75单层SBS改性沥青防水卷材 热熔满铺法水泥砂浆防水屋面有分格缝20mm　　屋面刚性防水\\󰀀1.40厚C30细石混凝土，内配0107020030014@200*200钢筋网_󰀂󰀀2.3厚1：3石灰砂浆隔离层_󰀂󰀀3.15厚1：3水泥砂浆找平层_　　9-729-7912-16(7.5+3-0.2)*(47.5-0.2)=487.19(6.9+0.15-0.1)*3.6=25.020.25*(14.1+47.5-0.2)*2=30.7542.91512.21(7.5+3-0.2)*(47.5-0.2)=487.19(6.9+0.15-0.1)*3.6=25.02542.9162362462562662762862930.70054.29151.221630512.21512.21631632633634635636(7.5+3-0.2)*(47.5-0.2)=487.19(6.9+0.15-0.1)*3.6=25.0251.22151.22151.221C30细石砼防水屋面有分格缝40mm512.21石灰砂浆隔离层水泥砂浆找平层(20mm)在填充材料上512.21512.21637638639640641A.8 防腐、隔热、保温工程保温隔热屋面\\󰀀1.45厚XPS挤塑聚苯乙烯泡沫塑料010803001001板_󰀂512.21󰀀2.1：6水泥焦渣找坡层（最薄处30mm）_省补9-5聚苯乙烯挤塑板(厚度45)512.219-补2屋面炉渣找坡层　B.1 楼地面工程现浇水磨石楼地面\\󰀀1.15厚1：2水泥白石子磨光打蜡_󰀂󰀀2.20厚1：3水泥砂浆找平_󰀂󰀀0201010020013.80厚C15混凝土_󰀂󰀀477.84.40厚XPS挤塑板_󰀂󰀀5.100厚C15混凝土_󰀂󰀀6.水磨石地面_　　【教师办公室】　　【普通教室】(6.9-0.2)*(7.5-0.2)=48.91(9-0.2)*(7.5-0.2)*4=256.9679.90476512.21*0.156=79.90476512.2151.22179.90642477.8064364448.910256.960645646647648649650651652653654655656657省补9-512-1112-3112-11　　【楼梯间】　　　【走廊】　　　　水磨石楼地面白石子浆嵌条15mm+2mm(磨耗)C15砼不分格垫层　聚苯乙烯挤塑板(厚度40)C15砼不分格垫层(3.6-0.2)*(7.5-0.2)=24.82(6.9+0.15-0.1)*(3.6-0.2)=23.63(6.9-0.1+0.15)*(3-0.2)=19.46(1.2+0.15)*(3-0.3)=3.645(3.6-0.25-0.1)*(3-0.2)=9.1(1.2+0.25)*(3-0.3)=3.915(36-1.2*2)*(3-0.1-0.3)=87.36477.838.224477.8*0.08=38.224477.847.78477.8*0.1=47.7848.450123.48047.78038.2247.78047.78658　现浇水磨石楼地面\\󰀀1.15厚1：2白水泥白石子磨光打020101002002蜡_󰀂󰀀2.20厚1：3水泥砂浆找平_󰀂󰀀3.水磨石楼面_【二层】【教师办公室】　　【普通教室】　　【走廊】　　　　【楼梯处】　【三层】【教师办公室】　　【普通教室】　　【走廊】　　　　【楼梯处】　【四层】【多媒体教室】　　【准备室】　　【走廊】1235.1921235.19659660661662663664665666667668669670671672673674675(6.9-0.2)*(7.5-0.2)=48.91(9-0.2)*(7.5-0.2)*4=256.96(6.9-0.1-0.15)*(3-0.2)=18.62(3.6-0.1-0.25)*(3-0.2)=9.1(36+0.25+0.15)*(3-0.3)=98.281.7*(3.6-0.2)=5.78(2.31+0.15)*(3.6-0.2)=8.364(6.9-0.2)*(7.5-0.2)=48.91(9-0.2)*(7.5-0.2)*4=256.96(6.9-0.1-0.15)*(3-0.2)=18.62(3.6-0.1-0.25)*(3-0.2)=9.1(36+0.25+0.15)*(3-0.3)=98.281.7*(3.6-0.2)=5.78(2.31+0.15)*(3.6-0.2)=8.364(15-0.2)*(7.5-0.2)=108.04(9+3-0.2)*(7.5-0.2)=86.14(6.9-0.1-0.15)*(3-0.2)=18.62446.014256.960126.00014.144446.014256.960126.00014.144343.16486.140126.00067667767867968068112-31　　　　【楼梯处】　　　【广播室】水磨石楼地面白石子浆嵌条15mm+2mm(磨耗)现浇水磨石楼地面\\󰀀1.计算机教室，防静电地板（由020101002003业主自理）_󰀂󰀀2.20厚1：3水泥砂浆找平_　12-15(3.6-0.1-0.25)*(3-0.2)=9.1(36+0.25+0.15)*(3-0.3)=98.281.7*(3.6-0.2)=5.78(2.31+0.15)*(3.6-0.2)=8.364(2.8-0.2)*(3.6-0.2)=8.841235.1928.840123.51914.144682114.61114.61683684(6.9+9-0.2)*(7.5-0.2)=114.6111.461685水泥砂浆找平层(20mm)砼或硬基114.61层上水泥砂浆踢脚线\\󰀀1.踢脚线高度:水泥砂浆踢脚线，020105001001高150_󰀂152.4465󰀀2.8厚1：2.5水泥砂浆_󰀂󰀀3.12厚1：3水泥砂浆打底_【一层】【教师办公室】　　【普通教室】　　【楼梯间】　　　【走廊】【二层】【教师办公室】　　【普通教室】　　【楼梯处】　　　【走廊】【三层】【教师办公室】　　【普通教室】　　【楼梯处】　　　【走廊】【四层】【准备室】　　　【楼梯处】0.15*(6.9-0.2+7.5-0.2)*2=4.20.15*(9-0.2+7.5-0.2)*2*4=19.320.15*(3.6-0.2+7.5-0.2)*2=3.210.15*(3.6-0.2+6.9-0.2)*2=3.030.15*(46.7-0.2+3-0.2+3-0.2+6.9+1.2-0.1+1.2*2*3+1.2+0.25)=10.31250.15*(6.9-0.2+7.5-0.2)*2=4.20.15*(9-0.2+7.5-0.2)*2*4=19.320.15*(2.31+0.15+2.31+0.15+3.6-0.2)=1.2480.15*(1.7*2+3.6-0.2)=1.020.15*(46.7-0.2+3-0.2)*2=14.790.15*(6.9-0.2+7.5-0.2)*2=4.20.15*(9-0.2+7.5-0.2)*2*4=19.320.15*(2.31+0.15+2.31+0.15+3.6-0.2)=1.2480.15*(1.7*2+3.6-0.2)=1.020.15*(46.7-0.2+3-0.2)*2=14.790.15*(12-0.2+7.5-0.2)*2=5.730.15*(15-0.2+7.5-0.2)*2=6.630.15*(2.31+0.15+2.31+0.15+3.6-0.2)=1.248152.4568668768868969069169269369469569669769869970070170270340.07319.3206.24010.31340.57819.3202.26814.79040.57819.3202.26814.79031.2182.26870470570670770870971071171271371471571671771871972072172212-3512-27　　　【走廊】　　【广播室】水泥砂浆踢脚线0.15*(1.7*2+3.6-0.2)=1.020.15*(46.7-0.2+3-0.2)*2=14.790.15*(2.8-0.2+3.6-0.2)*2=1.81016.31152.4465/0.15=1016.31113.994(2.97+2.63)*(3.6-0.2)*3=57.12(2.97+2.63)*1.65=9.24(2.97+1.7)*(3.6-0.2)*3=47.634127.90002(2.97+2.63)*(3.6-0.2)*3=57.12(2.97+2.63)*1.65=9.24(2.97+1.7)*(3.6-0.2)*3=47.6340.15*(2.97*1.18)*6=3.154140.15*(1.7*2+3.6-0.2)*3=3.060.15*(2.97*1.18*6)=3.154140.15*(1.62*1.18)=0.286740.15*(2.63*2+3.6-0.2)*3=3.8970.15*1.18*2=0.35447.63413.90647.63412.79066.360113.9966.36014.7901.800101.631　现浇水磨石楼梯面\\󰀀0201060040011.25厚1：2水泥白石子浆_󰀂󰀀2.20厚1：3水泥砂浆找平_　　【楼梯2】　　　【楼梯1】水磨石楼梯白石子浆　　【楼梯2】　　　【楼梯1】　　【踢脚线】　　　　　723现浇水磨石台阶面\\󰀀1.20厚1：2水泥白石子磨光打蜡_󰀂󰀀2.20厚1：3水泥砂浆找平_󰀂󰀀02010800400128.53.60厚C15混凝土_󰀂󰀀4.200厚碎石垫层_󰀂󰀀5.素土夯实_　12-3712-1112-91-99水磨石台阶C15砼不分格垫层　碎石干铺垫层　地面原土打底夯B.2 墙柱面工程墙面一般抹灰\\󰀀1.10厚1：0.3：3水泥石灰膏砂浆粉面_󰀂󰀀0202010010012895.74452.15厚1：1：6水泥石灰膏砂浆打底_󰀂󰀀3.内墙抹混合砂浆_【一层】【教师办公室】(3.57-0.11)*(6.9-0.2+7.5-0.2)*2=96.88(0.35*2+0.3)*(36-0.35-0.6-0.25-0.6-5.7)=28.528.51.7128.5*0.06=1.715.728.5*0.2=5.728.528.507247257267277287297307312.8501.715.702.8507322895.74733757.476734735736737738739740741742743744745746747748749750751752753754755756757758759760761762763764765　　【扣洞口】　　【普通教室】　　【扣洞口】　　【楼梯间】　　　【扣洞口】　　　【走廊】　　【B】　　【扣洞口】　　　【二层】【教师办公室】　　【扣洞口】　　【普通教室】　　【扣洞口】　　【楼梯间】　　　【扣洞口】　　　【走廊】　　　【B】　　【扣洞口】　　　【三层】【教师办公室】　　【扣洞口】　　【普通教室】　　【扣洞口】-1.8*2.75-2.15*1.85*2-1.6*1.85*2=-18.825(3.57-0.1)*(9-0.2+7.5-0.2)*2*4=446.936-(1.75*1.85*2-1.8*1.85-2.15*1.85*2-1*2.75)*4=30.243.57*(7.5-0.2+3.6-0.2)*2=76.3983.57*(3.6-0.2+6.9-0.2)*2=72.114-1.6*1.85-1.8*2.1=-6.74-1.6*1.85*2-1.7*2.1=-9.490.8*(3-0.2)*2=4.48(3.57-0.1)*(6.9-0.15-0.1+3.6-0.25-0.1)=34.353-1.7*2.1=-3.57(3.57-0.1)*(1.2+0.15)=4.6845(3.57-0.1)*2.4*3=24.984(3.57-0.1)*(1.2+0.25)=5.0315(3.6-0.11)*(6.9-0.2+7.5-0.2)*2=97.72-1.8*2.75-1.6*1.85*2-1.75*1.85*2=-17.345(3.6-0.1)*(9-0.2+7.5-0.2)*2*4=450.8-(1.75*1.85*2-1.8*1.85-2.15*1.85*2-1*2.75)*4=30.243.6*(7.5-0.2+3.6-0.2)*2=77.043.6*(3.6-0.2+6.9-0.2)*2=72.72-1.6*1.85-1.8*2.1=-6.74-1.6*1.85*2-1.7*2.1=-9.490.8*(3-0.2)*2=4.480.8*6.6*3=15.84(3.8-0.1)*(6.9-0.15-0.1+3.6-0.25-0.1)=36.63-1.7*2.1=-3.57(3.6-0.1)*(1.2+0.15)=4.725(3.6-0.1)*2.4*3=25.2(3.6-0.1)*(1.2+0.25)=5.075(3.6-0.11)*(6.9-0.2+7.5-0.2)*2=97.72-1.8*2.75-1.6*1.85*2-1.75*1.85*2=-17.345(3.6-0.1)*(9-0.2+7.5-0.2)*2*4=450.8-(1.75*1.85*2-1.8*1.85-2.15*1.85*2-1*2.75)*4=30.24-18.825446.93630.240148.512-16.2304.48034.35331.130783.325-17.345450.80030.240149.760-16.23020.32036.63031.430783.325-17.345450.80030.24076676776876977077177277377477577677777877978078178278378478578678778878979079179279379479579613-31　　【楼梯间】　　　【扣洞口】　　　【走廊】　　　【B】　　【扣洞口】　　　【四层】【计算机教室】　　【扣洞口】　　【准备室】　　【扣洞口】　　【多媒体教室】　　【扣洞口】　　【楼梯间】　　　【扣洞口】　　　【广播室】　　【扣洞口】　　【走廊】　　　【B】　　【扣洞口】　　　砖内墙面抹混合砂浆3.6*(7.5-0.2+3.6-0.2)*2=77.043.6*(3.6-0.2+6.9-0.2)*2=72.72-1.6*1.85-1.8*2.1=-6.74-1.6*1.85*2-1.7*2.1=-9.490.8*(3-0.2)*2=4.480.8*6.6*3=15.84(3.8-0.1)*(6.9-0.15-0.1+3.6-0.25-0.1)=36.63-1.7*2.1=-3.57(3.6-0.1)*(1.2+0.15)=4.725(3.6-0.1)*2.4*3=25.2(3.6-0.1)*(1.2+0.25)=5.075(3.6-0.1)*(6.9+9-0.2+7.5-0.2)*2=161-1.75*1.85*4-1.8*1.85-1.6*1.85*2-2.15*1.85*2-1*2.75*3=-38.405(3.6-0.1)*(12-0.2+7.5-0.2)*2=133.7-1.75*1.85*3-1.8*1.85-2.15*1.85*2-1.8*2.75*2=-30.8975(3.6-0.1)*(9+6-0.2+7.5-0.2)*2=154.7-1.75*1.85*3-1.8*1.85*2-2.15*1.85*3-1.8*2.75*2=-38.205(3.6-0.11)*(7.5-0.2+3.6-0.2)*2=74.686(3.6-0.11)*(3.6-0.2+6.9-0.2)*2=70.498-1.6*1.85-1.8*2.1=-6.74-1.6*1.85*2-1.7*2.1=-9.49(2.55-0.11)*(3.6-0.2)*2=16.592-1*2.1*2=-4.20.8*(3-0.2)*2=4.480.8*6.6*3=15.84(3.8-0.1)*(6.9-0.15-0.1+3.6-0.25-0.1)=36.63-1.7*2.1=-3.57(3.6-0.1)*(1.2+0.15)=4.725(3.6-0.1)*2.4*3=25.2(3.6-0.1)*(1.2+0.25)=5.0752895.7445149.760-16.23020.32036.63031.430571.619-38.405133.700-30.898154.700-38.205145.184-16.23016.592-4.20020.32036.63031.430289.574797墙面一般抹灰\\󰀀1.外墙面抹混合砂浆，外墙涂料基层（外墙涂料见专业工程暂估020201001002价，颜色、品种由业主自定）_󰀂󰀀1925.98152.8厚1：1：6水泥石灰砂浆粉面_󰀂󰀀3.12厚1：1：6水泥石灰砂浆打底_【南立面】【A】　　【B】　　　　　　【C】　　【扣洞口】(6.9+0.1+0.35)*(15.5+0.45)=117.2325(1.2-0.35)*(14.4-0.85-0.45)=11.1352.4*(14.4-0.85-0.45)*3=94.32(1.2-0.25)*(14.4-0.85-0.45)=12.4451.75*6.6*4*3=138.6(9*4+3.6+0.1-0.35)*(1.1+0.85)=76.7325(3.6-0.1)*(46.7-0.2)*4=651-(1.6*1.85+1.8*2.75+1*2.75*8+2.15*1.85*8+1.8*2.1)*3=-196.53-1*2.75*3-1.6*1.85-2.15*1.85*7-1.8*2.75*4-1.8*2.1=-62.63250.1*((1.6+1.85)*2+(1.8+2.75*2)+(1+2.75*2)*8+(2.15+1.85)*2*8+(1.8+2.1*2))*3=40.861925.98798799800801802803804805894.923333.233651.000-259.163806　807　　【侧壁增加】52.620808　0.1*((2.75*2+1)*3+(1.6+1.85)*2+(2.15+1.85)*2*7+(1.8+2.75*2)*4+(1.8+2.1*2))=11.76(7.5+0.1*2)*(15.5+0.45)=122.815(3+0.1)*(15.5+0.45)=49.445-2*1.85*4=-14.80.1*(2+1.85)*2*4=3.08(3.6+0.2)*(15.5+0.45)=60.61-1.6*1.85*4=-11.840.1*(1.6+1.85)*2*4=2.76(7.5+0.1*2)*(15.5+0.45)=122.815-1.6*1.85*4=-11.840.1*(1.6+1.85)*2*4=2.76(3.6+0.2)*(15.5+0.45)=60.61-1.6*1.85*4=-11.840.1*(1.6+1.85)*2*4=2.76(3-0.2)*(15.5+0.45)=44.66-2.6*2*4=-20.80.1*(2.6+2)*2*4=3.6846.7*(15.5+0.45)=744.865626.184192.80551.530212.07037.725809810811812813814815816817818819820821822823824825【东立面】【7】　　【7】　　　　【2】　　【西立面】　　　　　　　　【北立面】【有保温】826　　【扣洞口】-1.75*1.85*10*3-1.8*1.85*4*3-1.6*1.85*4=-148.9250.1*((1.75+1.85)*2*10+0.1*(1.8+1.85)*2*4+0.1*(1.6+1.85)*2)*4=30.2441925.9815132.44-148.92582782882913-30　　【侧壁增加】砖外墙面抹混合砂浆墙面一般抹灰\\󰀀1.女儿墙内侧抹水泥砂浆_󰀂󰀀0202010010032.8厚1：2.5水泥砂浆粉面_󰀂󰀀3.12厚1：3水泥砂浆打底_　13-11砖外墙面 墙裙抹水泥砂浆30.244192.598132.4483083183283383483583683713-211.1*(46.5-0.2+14.1-0.2)*2=132.44132.4413.24452.3133.71218.600零星项目一般抹灰\\󰀀0202030010011.墙体类型:栏杆、女儿墙压顶抹52.312水泥砂浆_　　【女儿墙压顶】　　【栏杆压顶】　单独门窗套 窗台 压顶抹水泥砂浆B.3 天棚工程天棚抹灰\\󰀀1.6厚1：0.3：3水泥石灰膏砂浆粉面_󰀂󰀀0203010010012.6厚1：0.3：3水泥石灰膏砂浆打底扫毛_󰀂󰀀3.天棚抹混合砂浆_【一层】【教师办公室】　　【普通教室】　　【楼梯处】　　　【楼梯板底】　　　【走廊】　　　　　　【梁侧】　　　　0.28*(46.5-0.2+14.1-0.2)*2=33.7120.2*6.6*12=15.840.2*2*3+0.2*2.6*3=2.7652.3125.2318382409.740122409.74839840841842843844845846847848849850851852853854(6.9-0.2)*(7.5-0.2)=48.91(9-0.2)*(7.5-0.2)*4=256.961.7*(3.6-0.2)=5.782.13*(3.6-0.2)=7.242(3.6-0.2)*(7.5-1.8)*1.18=22.8684(6.9-2.31)*(3.6-0.2)*1.18=18.41508(6.9-0.1-0.15)*(3-0.2)=18.62(1.2+0.15)*(3-0.3)=3.645(3.6-0.25-0.1)*(3-0.2)=9.1(1.2+0.25)*(3-0.3)=3.915(36-1.2*2)*(3-0.1)=97.44(0.65-0.11)*(7.5-0.15*2)*2=7.776(0.65-0.1)*(7.5-0.15*2)*2*8=63.36(0.4-0.09)*(3.6-0.2)*2*2=4.216(0.8-0.1)*2.6*2=3.64(0.4-0.1)*(3-0.45)*2*5=7.65598.017256.96013.02241.283132.720105.122855856857858859860861862863864865866867868869870871872873874875876877878879880881882883884885886887888　【二层】【教师办公室】　　【普通教室】　　【楼梯处】　　　【楼梯板底】　　　【走廊】　　　　【梁侧】　　　　　【三层】【教师办公室】　　【普通教室】　　【楼梯处】　　　【楼梯板底】　　　【走廊】　　　　【梁侧】　　　　　【四层】【计算机教室】　　【准备室】　　【多媒体教室】(0.8-0.1)*(6.6*4)=18.48(6.9-0.2)*(7.5-0.2)=48.91(9-0.2)*(7.5-0.2)*4=256.961.7*(3.6-0.2)=5.782.13*(3.6-0.2)=7.242(3.6-0.2)*(7.5-1.8)*1.18=22.8684(6.9-2.31)*(3.6-0.2)*1.18=18.41508(6.9-0.1-0.1)*(3-0.2)=18.76(3.6-0.2)*(3-0.2)=9.52(36-0.2)*(3-0.1-0.35)=91.29(0.65-0.11)*(7.5-0.15*2)*2=7.776(0.65-0.1)*(7.5-0.15*2)*2*8=63.36(0.4-0.09)*(3.6-0.2)*2*2=4.216(0.8-0.1)*2.6*2=3.64(0.4-0.1)*(3-0.45)*2*5=7.65(0.8-0.1)*(6.6*4)=18.48(6.9-0.2)*(7.5-0.2)=48.91(9-0.2)*(7.5-0.2)*4=256.961.7*(3.6-0.2)=5.782.13*(3.6-0.2)=7.242(3.6-0.2)*(7.5-1.8)*1.18=22.8684(6.9-2.31)*(3.6-0.2)*1.18=18.41508(6.9-0.1-0.1)*(3-0.2)=18.76(3.6-0.2)*(3-0.2)=9.52(36-0.2)*(3-0.1-0.35)=91.29(0.65-0.11)*(7.5-0.15*2)*2=7.776(0.65-0.1)*(7.5-0.15*2)*2*8=63.36(0.4-0.09)*(3.6-0.2)*2*2=4.216(0.8-0.1)*2.6*2=3.64(0.4-0.1)*(3-0.45)*2*5=7.65(0.8-0.1)*(6.6*4)=18.48(6.9+9-0.2)*(7.5-0.2)=114.61(9+3-0.2)*(7.5-0.2)=86.14(9+6-0.2)*(7.5-0.2)=108.04641.98886.140108.040105.122119.57041.283584.867256.96013.022105.122119.57041.283584.867256.96013.02288989089189289389489589689789889990090190290390490590690790890991091191291391491591691791891992092192292392419-4J1400114038-114039-1通补22-114-115　　【楼梯处】　　　【楼梯板底】　　　　　【楼梯顶】　　　【走廊】　　　　【梁侧】　　【2】　　【4】　　【5】　　　　　　现浇砼天棚混合砂浆面通用措施项目二次搬运费大型机械设备进出场及安拆履带式挖掘机1m3以内场外运输费塔式起重机40KNm场外运输费用塔式起重机40KNm组装拆卸费塔式起重机起重能力在40T.M施工排水施工降水地上、地下设施，建筑物的临时保护设施特殊条件下施工增加专业工程措施项目脚手架砌墙脚手架外架子双排高20m内1.7*(3.6-0.2)=5.782.13*(3.6-0.2)=7.242(3.6-0.2)*(7.5-1.8)*1.18=22.8684(6.9-2.31)*(3.6-0.2)*1.18=18.415083*1.65*1.18=5.8412.6*(3.6-0.2)*1.18=10.4312(2.8-0.2)*(3.6-0.2)=8.84(4.7-0.2)*(3.6-0.2)=15.3(6.9-0.1-0.1)*(3-0.2)=18.76(3.6-0.2)*(3-0.2)=9.52(36-0.2)*(3-0.1-0.35)=91.29(0.65-0.11)*(7.5-0.15*2)*2=7.776(0.65-0.11)*(7.5-0.4*2)*2=7.236(0.65-0.11)*(7.5-0.4*2)*2=7.236(0.65-0.11)*(7.5-0.4*2)*2=7.236(0.65-0.1)*(7.5-0.15*2)*2*7=55.44(0.4-0.09)*(3.6-0.2)*2*2=4.216(0.8-0.1)*2.6*2=3.64(0.4-0.1)*(3-0.45)*2*5=7.65(0.8-0.1)*(6.6*4)=18.482409.74012技术措施13.02257.55624.140119.5707.7767.2367.23696.662240.974111.000111111111945.9194.59092592692792892993093193293393493593693793893994094194294394494594694794894995095195295395419-1019-1　砌墙脚手架里架子高3.60m内【一层】【C】　　【B】　　【2】　　【3】　　【4】　　【5】　　【6】【二层】【C】　　【B】　　【2】　　【3】　　【4】　　【5】　　【6】【三层】【C】　　【B】　　【2】　　【3】　　【4】　　【5】　　【6】【四层】【C】　　【B】　　【3】　　【4】　　【6】抹灰脚手架高3.60m内【一层】【D】(15.5+0.45)*(46.7+14.3)*2=1945.9909.958(3.57-0.8)*(46.5-0.35-0.5-0.45*4-0.35)=120.495(3.57-0.65)*(6.9-0.35-0.15)=18.688(3.57-0.7)*(7.5-0.4*2)=19.229(3.57-0.7)*(7.5-0.4*2)=19.229(3.57-0.7)*(7.5-0.4*2)=19.229(3.57-0.7)*(7.5-0.4*2)=19.229(3.57-0.7)*(7.5-0.4*2)=19.229(3.6-0.8)*(46.5-0.35-0.5-0.45*4-0.35)=121.8(3.6-0.65)*(6.9-0.35-0.15)=18.88(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.8)*(46.5-0.35-0.5-0.45*4-0.35)=121.8(3.6-0.65)*(6.9-0.35-0.15)=18.88(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.8)*(46.5-0.35-0.5-0.45*4-0.35)=121.8(3.6-0.65)*(6.9-0.35-0.15)=18.88(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.7)*(7.5-0.4*2)=19.432630.5575(3.57-0.8)*(6.9+9*4+3.6-0.35-0.4-0.5-0.45*4)=120.356590.996235.32818.68819.22919.22919.22919.22919.229237.83018.88019.43019.43019.43019.43019.430237.83018.88019.43019.43019.43019.43019.430198.97018.88019.43019.43019.430263.056658.985955956957958959960961962963964965966967968969970971972973974975976977978979980981982983　　【C】　　【B】　　【A】　　【1】　　【2】　　　【3】　　【4】　　【5】　　【6】　　【7】　【二层】【D】　　【C】　　【B】　　【A】　　【1】　　　【2】　　　【3】　　【4】　　【5】　　【6】　　【7】　【三层】【D】　　【C】　　【B】(3.57-0.8)*(46.5-0.35-0.5-0.45*4-0.35)*2=240.99(3.57-0.65)*(6.9-0.35-0.15)*2=37.376(3.57-0.65)*(6.9-0.35-0.1)=18.834(3.57-0.8)*(7.5-0.4-0.4)=18.559(3.57-0.7)*(7.5-0.4*2)*2=38.458(3.57-0.4)*(3.6-0.15-0.35)=9.827(3.57-0.7)*(7.5-0.4*2)*2=38.458(3.57-0.7)*(7.5-0.4*2)*2=38.458(3.57-0.7)*(7.5-0.4*2)*2=38.458(3.57-0.7)*(7.5-0.4*2)*2=38.458(3.57-0.7)*(7.5-0.4*2)=19.229(3.57-0.8)*(0.9-0.35)=1.5235(3.6-0.8)*(6.9+9*4+3.6-0.35*2-0.5-0.45*4)=121.8(3.6-0.8)*(46.5-0.35-0.5-0.45*4-0.35)*2=243.6(3.6-0.65)*(6.9-0.35-0.15)*2=37.76(3.6-0.65)*(6.9-0.35-0.1)=19.0275(3.6-0.8)*(7.5-0.4-0.4)=18.76(3.6-0.4)*(3.6-0.1-0.3)=10.24(3.6-0.7)*(7.5-0.4*2)*2=38.86(3.6-0.4)*(3.6-0.15-0.3)=10.08(3.6-0.7)*(7.5-0.4*2)*2=38.86(3.6-0.7)*(7.5-0.4*2)*2=38.86(3.6-0.7)*(7.5-0.4*2)*2=38.86(3.6-0.7)*(7.5-0.4*2)*2=38.86(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.8)*(0.9-0.35)=1.54(3.6-0.8)*(6.9+9*4+3.6-0.35*2-0.5-0.45*4)=121.8(3.6-0.8)*(46.5-0.35-0.5-0.45*4-0.35)*2=243.6(3.6-0.65)*(6.9-0.35-0.15)*2=37.76240.99037.37618.83418.55948.28538.45838.45838.45838.45820.753676.538243.60037.76019.02829.00048.94038.86038.86038.86038.86020.970676.538243.60037.76098498598698798898999099199299399499599699799899910001001100210031004100510061007100810091010101110121013101420-120-320-1120-2620-2620-31　　【A】　　【1】　　　【2】　　　【3】　　【4】　　【5】　　【6】　　【7】　【四层】【D】　　【C】　　【B】　　　【A】　　【1】　　　【2】　　【3】　　【4】　　【6】　　【7】　混凝土、钢筋混凝土模板及支架砼垫层无梁式带形基础复合木模板各种柱基 桩承台复合木模板矩形柱复合木模板矩形柱复合木模板[层高在5m以内]构造柱复合木模板(3.6-0.65)*(6.9-0.35-0.1)=19.0275(3.6-0.8)*(7.5-0.4-0.4)=18.76(3.6-0.4)*(3.6-0.1-0.3)=10.24(3.6-0.7)*(7.5-0.4*2)*2=38.86(3.6-0.4)*(3.6-0.15-0.3)=10.08(3.6-0.7)*(7.5-0.4*2)*2=38.86(3.6-0.7)*(7.5-0.4*2)*2=38.86(3.6-0.7)*(7.5-0.4*2)*2=38.86(3.6-0.7)*(7.5-0.4*2)*2=38.86(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.8)*(0.9-0.35)=1.54(3.6-0.8)*(6.9+9*4+3.6-0.35*2-0.5-0.45*4)=121.8(3.6-0.8)*(46.5-0.35-0.5-0.45*4-0.35)*2=243.6(3.6-0.65)*(6.9-0.35-0.15)*2=37.76(3.6-0.4)*(3.6-0.35-0.25)=9.6(3.6-0.65)*(6.9-0.35-0.1)=19.0275(3.6-0.8)*(7.5-0.4-0.4)=18.76(3.6-0.4)*(3.6-0.1-0.3)=10.24(3.6-0.4)*(3.6-0.15-0.3)*2=20.16(3.6-0.7)*(7.5-0.4*2)*2=38.86(3.6-0.7)*(7.5-0.4*2)*2=38.86(3.6-0.7)*(7.5-0.4*2)*2=38.86(3.6-0.7)*(7.5-0.4*2)=19.43(3.6-0.8)*(0.9-0.35)=1.5419.02829.00048.94038.86038.86038.86038.86020.970618.498243.60047.36019.02829.00020.16038.86038.86038.86020.97013.4711.26519.24445.19416.19231.779101510161017101810191020102110221023102410251026102720-3520-4120-4420-5720-5720-5920-5920-7020-7220-90挑梁 单梁 连续梁 框架梁复合木模板圈梁 地坑支撑梁复合木模板依附于梁上的砼线条现浇板厚度10cm内复合木模板现浇板厚度10cm内复合木模板[层高在5m以内]现浇板厚度20cm内复合木模板现浇板厚度20cm内复合木模板[层高在5m以内]楼梯复合木模板水平挑沿 板式雨篷复合木模板压顶复合木模板支撑与绕杆垂直运输费现浇框架檐口高度20m以内 6层(塔式起重机施工)其他措施其他措施项目费1.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.005.6685.85620.290228.16577.28634.0238.60312.6680.7206.06111120.00022-8102810291030103110321033103410351036103710381039104010411042104311.11.1.11.1.21.1.31.21.31.41.51.61.71.81.922.11.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.00通用措施项目现场安全文明施工基本费考评费奖励费夜间施工冬雨季施工已完工程及设备保护临时设施材料与设备检验试验赶工措施工程按质评价住宅分户验收费专业工程措施项目各专业工程以“费率”计价的单位备注m210m2m31000m3m3m31000m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m310m2m210m2m10mm10mm10mm3m3m210m2m3m310m210mm210m2m3m310m2tttttttttt个10个ttttttm210m210m2m210m210m210m2m210m2m3m210m2m310m2m3m210m2m210m2m210mm210m2m210m2m3m310m2m210m2m210m2m210m2m210m2m210m2项项次台台台项项项项项10m210m210m2项10m210m210m210m210m210m210m210m210m10m210m210m210m210m210m210m2项项天项项项项项项项项项项项项项10:措施分类1:现场安全文明施工1.1:基本费1.2:考评费1.3:奖励费0:其他措施0:其他措施0:其他措施0:其他措施0:其他措施0:其他措施0:其他措施10:措施分类项0:其他措施