1号办公楼清单计价工程量计算表

1、1#办公楼清单计价部分工程量计算表（仅作参考）项目编码项目名称单 位计算式工程数量平整场地2 m首层建筑卸积634.431010101004001挖基坑3 m体积=垫层投影面积X挖土深度X基坑数量（没有考虑工作面宽度）390.46JK-1 : 2.2 X 2.2 X 1.45 X 4=28.072JK-2 : 3.2 X 3.2 X 1.45 X 2=29.696JK-3 : 3.2 X 3.2 X 1.45 X 6=89.088合计：29.696+89.088=118.784JK-4: 5.2 X 3.2 X 1.45 X 6=144.768JK-5: 3.3 X 3.2 X 1.45 X

2、2=30.624JK-6 : 3.2 X 3.3 X 1.45 X 2=30.624合计：30.624+30.624=61.248JK-2: 4.8X 2.7 X 1.45 X 2=37.584总计：28.072+118.784+144.768+61.248+37.584=390.456挖沟槽3 m沟槽净长x地梁宽x沟槽深010101003001DL-1梁宽300挖深0.2m沟槽 净长：(16.2-7) X 2+(16.2-8.4)X 2+(16.2-8.5)X 2+(4.7+2.1+6.9-8.4)X 2+(37.8-21.9)X 2+(9.3-5.9)X2+(3.5-1.6) X 2+(2

3、 X 3.14 X 2.35/4-1.6) X 2+(7.2-0.3)+(6+7.2+6-6.9)=142.178地梁宽:0.3沟槽深=0.65-0.45=0.28.53体积=142.178 X 0.3 X 0.2=8.5307010101003002砖带型基础宽700挖深0.59m3 m长度=(1.66-0.25 ) X 2+ ( 1.88+1.66 ) X 2=9.9垫层宽=0.7沟槽深=1.04-0.45=0.59体积=长x 宽 X 深 =9.9*0.7*0.59=4.08874.09010独立基础硅垫层C15预拌3 m垫层投影面积X垫层厚度X垫层数量同定额DC-1 :2.2 X 2.2

4、X0.1X 4=1.936DC-2:3.2 X 3.2X0.1X 2=2.048DC-3:3.2 X 3.2X0.1X 6=6.144DC-4 :5.2 X 3.2X0.1X 6=9.98426.93DC-5 : 3.3 X 3.2 X 0.1 X 2=2.112DC-6 : 3.3 X 3.2 X 0.1 X 2=2.112DC-2: 2.7X4.8 X 0.1 X 2=2.592合计：1.936+2.048+6.144+9.984+2.112+2.112+2.592=26.928独立基础C303 m四棱锥台形体积：ax bxh+ h1/6a x b+(a+a1) x(b+b1)+a1 x

5、b1 x独立基础数量同定额JC-1 :2X2X0.3+1/6X0.2X2X2+(2+0.6)X(2+0.6)+0.6X0.6X4=6.2827JC-2:3X3X0.3+1/6X0.3X3X3+(3+0.6)X(3+0.6)+0.6X0.6X2=7.632JC-3:3X3X0.3+1/6X0.3X3X3+(3+0.6)X(3+0.6)+0.6X0.6X6=22.896JC-4:5X3X0.3+1/6X0.3X5X3+(5+2.7)X(3+0.6)+2.7X0.6X6=40.302JC-5: 3.1 X 3X 0.3+1/6 X 0.3 X 3.1 X3+(3.1+0.7) X (3+0.6)+0

6、.7 X 0.6 X 2=7.92JC-6: 3X3.1 X0.3+1/6 X 0.3 X 3X 3.1+(3+0.6)X (3.1+0.7)+0.6 X 0.7 X 2=7.92JC-2: 4.6 X 2.5 X 0.3+1/6 X 0.2 X 4.6 X 2.5+(4.6+2.7) X (2.5+0.6)+2.7 X 0.6 X 2=9.2833合计：6.2827+7.632+22.896+40.302+7.92+7.92+9.2833=102.236102.24基础梁C303 m体积=梁断面X梁长同定额梁断面=0.3 X 0.55梁长：垂直方向轴 =(16.2-1.5 ) X 4=58.

7、8 ,轴=(16.2-1.6 ) X 2=29.2轴=(13.7-1.5 ) X 2=24.4水平方向B、C、D轴 =(37.8-3.5 ) X 3=102.91/A 轴+=(19.2-1.5 ) +7.2-0.3=24.6A轴、段+段=(9.3-1 ) X 2=16.6弧长=(6.0-2.5-0.25+2 X 3.14 X 2.35/4-0.25 ) X 2=13.38梁长合计：58.5+29.2+24.4+102.9+24.6+16.6+13.38=269.885m体积=0.3 X 0.55 X 梁长=0.3 X 0.55 X 269.885=44.5344.53回填土方3 m1.基础回填

8、=挖土体积-室外地坪以下的基础工程量的体积挖土体积=挖基坑体积+挖沟槽体积=390.456+ 8.5307=398.9867室外地坪以下的基础工程量的体积=基坑垫层体积+独立基础体积+室外地坪以下柱和梁体积(阳台暂不计)室外地坪以下柱体积 =0.5 X 0.5 X 28(1.3-0.45)+0.5 X 0.6 X 4(1.2-0.45)=6.85室外地坪以下梁体积 =0.3 X (0.65-0.45) X (112.4+157.479)=16.1927回填土体积 =398.9867-26.928-102.236-6.85-16.1927=246.78254.252.室内回填(房心回填)=主墙间

9、净面积X回填厚度同定额首层大堂:7 X (3.65+2.1+4.7+0.25) X (0.45-0.3)=11.235楼梯间:7 X (6.9-3.65+0.25) X (0.45-0.23)=5.39走廊：15.3 X 1.6 X (0.45-0.3) X 2=7.344卫生间:3.2 X 6.95 X (0.45-0.22) X 2=10.2304办公室 1: (23/AB) 5.8 X7.25 X 0.22=9.251(23心D) 5.8X 6.95 X 0.22=8.8682(34/AB,1/4圆上面积 +1/4 圆左面积 +1/4 圆面积)(5.8 X 4.75+2.5 X 3.4+

10、3.14 X 2.5 X 2.5/4 ) X 0.22=9.0104办公室 2:(12/AB+1 轴左+1 轴右部分面积)3.2 X 7.3+(1.78-0.1) X (3.78-0.2)+(2-0.1)X (1.78-0.15)X 0.23=32.4714 X 0.23=7.4684合计：246.78+7.4684=254.2484砌筑工程010401001001核基础3 m长度=(1.66-0.25 ) X 2+ ( 1.88+1.66 ) X 2=9.9断面面积=【0.04725+0.24 X ( 1.04-0.1-0.1-0.24)】=0.2152体积=断面面积*长度 =0.2152

11、X 9.9=2.13042.13苜层砌块墙3 m外墙长度=(4.7+0.6+2.1+6.9-0.5-0.5-0.25 ) X 2+ (37.8-0.5 X 7-7.2+0.5 ) +( 6+1.4-0.5-0.25) X 2+ ( 7.2-0.5 ) =73.7外墙高度=3.8-0.5+0.1=3.4 或 3.9-0.5=3.4外墙厚度=0.25内墙长度=(37.8-0.5 X 7-7.2+0.5 ) X 2=55.2 ;内墙高度 3.4内墙长度=(6.9-0.25 X 2+4.7+2.5-0.25-0.35) X 2+ (6.9-0.25 X 2+4.7+2.5-0.25 X 2) X 2+

12、 (6.9-0.25 X 2+4.7-0.25 X 2)X 2=73.4 ;内墙高度3.3内墙厚度=0.20250厚墙3 m体积=长度X高度X厚度-门窗洞口面积X墙厚-过梁-圈梁-构造柱-飘窗根部构件体积200厚墙同3.33 m体积=长度X高度X厚度-门窗洞口面积X墙厚-过梁-梯柱体积-梯梁体积200厚墙同3.43 m240厚女儿墙，高0.843 m体积=长度X高度X厚度-构造柱GZ1、GZ2体积硅工程C15垫层3 m柱基垫层：JC-1: 2.2X2.2 X0.1 X 4=1.936JC-2:3.2X3.2X0.1X 2=2.048JC-3:3.2X3.2X0.1X 6=6.144JC-4:5

13、.2X3.2X0.1X 6=9.984JC-5:3.3X3.2X0.1X 2=2.112JC-6:3.3X3.2X0.1X 2=2.112JC-2 : 2.7X 4.8 X 0.1 X 2=2.592合计：1.936+2.048+6.144+9.984+2.112+2.112+2.592=26.93带形基础垫层：0.7X0.1 X (1.66-0.25 ) X 2+ (1.88+1.66 ) X 2=0.69327.62总计：26.93+0.693=27.623首层圈梁C253 m体积=外墙圈梁净长X圈梁断面面积外墙圈梁净长=(7.4-1 + 14.3-1.5+15.3-2.5-3)X 2=5

14、8m扣除构造柱和框架柱长度圈梁断面面积=0.25X0.18体积=58 X 0.25 X 0.18=2.612.61010502001001矩形柱C303 m框架柱KZ体积=柱断面x柱高x根数同定额量KZ1 : 0.5 X 0.5 X ( 1.3+14.4 ) X 4=15.7KZ2 : 0.5 X 0.5 X (1.2+14.4 ) X 2+(1.3+14.4) X 4=23.5KZ3 :0.5 X 0.5X(1.2+14.4)X6=23.4KZ4 :0.5 X 0.5X(1.2+14.4)X12=46.8KZ5 :0.6 X 0.5X(1.2+14.4)X2=9.36KZ6 :0.5 X 0

15、.6X(1.2+14.4)X2=9.36合计：15.7+23.5+23.4+46.8+9.36+9.36=128.12129.14梯柱 TZ1 首层 TZ1 : 0.3 X 0.2 X ( 1.95+0.1 ) X 3=0.369向定额量二、三层 TZ1 : 0.3X0.2X1.8X3X2=0.648合计：0.369+0.648=1.017总计：128.12+1.017=129.137构造柱GZC253 m以C2424两侧为例同定额量首层=0.25X 0.25X(3.9-0.5)+0.05X0.25X3.4+0.05X0.25X(3.4-2.4) -0.05X 0.18 X 0.25 X 4=

16、1.052二层=0.25X 0.25X(3.6-0.5)+0.05X0.25X3.1+0.05X0.25X(3.1-2.4)-0.05 X0.18 X 0.25 X 4=0.9472三层：同上四层=0.25X 0.25X(3.4-0.6)+0.05X0.25X2.8+0.05X0.25X(2.8-2.4)-0.05 X0.18 X 0.25 X 4=0.842合计：1.052+0.9472+0.9472+0.842=3.78843.79苜层矩形梁C30框架梁KL 楼梯梁L1 楼梯梁TL13 mKL1 梁断面 250X 500,梁长=6-2.5+2 X 3.14 X ( 2.5-0.125 )

17、/4-0.5=6.7291同定额量体积=梁断面x梁长X 2=1.6823KL3 梁断面 250X 500,梁长=(6-0.35-0.15 ) X 2+ (7.2-0.5 ) =17.7体积=0.25X0.5 X 17.7=2.2125合计：1.6823+2.2125=3.894841.38KL2 梁断面 300X 500,梁长=9.3-0.5 X 2=8.3同定额量体积=0.3 X 0,5 X 8.3 X 2=2.49KL5 梁断面 300 X 500,梁长=15.3-0.5 X 3=13.8体积=梁断面x梁长X 4=8.28KL6 梁断面 300 X 500,梁长=37.8-0.5 X 7=

18、34.3体积=梁断面x梁长=5.145KL7 梁断面 300X 500,梁长=16.2-0.5 X 3=14.7体积=梁断面x梁长X 2=4.41合计：2.49+8.28+5.145+4.41=20.325KL4 梁断面 300X 600,梁长=7.2-0.5=6,7同定额量体积=梁断面x梁长X 1=1.206KL8 梁断面 300X 600,梁长=(7.2-0.5 ) X 2+ (6.9-0.5 ) X 2=26.2体积=梁断面x梁长=4.716KL9 梁断面 300X 600,梁长=16.2-0.25-0.5 X 2-0.35=14.6体积=梁断面x梁长X 2=5.256KL10 梁断面

19、300 X 600,梁长=13.7-0.5 X 3=12.2体积=梁断面X梁长X 2=合计：1.206+4.716+5.256+4.392=15.57楼梯梁L1 300 X 550梁断面300 X 550 ,梁长=7.2-0.3同定额量体积=梁断面X梁长=1.1385C30楼梯梁 TL1 200 X 400 梁断面200 X400,梁长=3.25-0.25同定额量体积=梁断面X梁长=0,2 X 0,4 X 3,0=0,24TL2 梁断面 200 X 400,梁长=1.6-0.25-0.1 + 1.6-0.1-0.1=2.65体积=梁断面x梁长 =0.2 X 0,4 X 2.65=0.212合计

20、：0.24+0.212=0,452总计：3.8948+20.325+15.57+1.1385+0.452=41,3803W1过梁GLC253 m200X120M1021=0,2 X 0.12 X ( 1.0+0.25 X 2) X 20=0.72同定额量2.11250X120C0924=0.25 X 0.12 X ( 0.9+0.25+0.175 ) X 4=0.159同定额量250X180C1824=0.25 X 0.18 X ( 1.8+0.35 ) X 2=0.194同定额量C1524=0.25 X 0.18 X ( 1.5+0.25 X 2) X 2=0.18C1624=0.25 X

21、0.18 X 1.6 X 2=0.144C2424=0.25 X 0.18 X 2.4 X 2=0.216合计：0.194+0.18+0.144+0.216=0.734250X 400M5021=0.25 X 0.4 X 5=0.5同定额量总计：0.72+0.159+0.734+0.5=2.113EC30有梁板3 m120 厚：12/AB:(3.3-0.05-0.15)X (7.2-0.05-0.05)X 0.12 X 2=5.2824同定额量12心D:(3.3-0.05-0.15)X (6.9-0.05-0.05)X 0.12 X 2=5.059214/BC:(15.3-0.05-0.3-0

22、.15)X (2.1-0.25-0.25)X 0.12 X 2=5.683234/A1/A:(3.5-0.15)X (2.5-0.5)+3.14 X (2.5-0.25) X (2.5-0.25)/4-(2.5-0.35)X 0.25 X 0.12 X 2=2.4327合计：5.2824+5.0592+5.6832+2.4327=18.457569.07130 厚：34/1/AB:(6-0.15-0.15)X (4.7-0.05) X 0.13 X 2=6.8913同定额量160 厚：23/AB:(6-0.15-0.15)X(7.2-0.05-0.05)X0.16 X 2=12.9504同定额

23、量23心D: (6-0.15-0.15)X (6.9-0.05-0.05)X 0.16 X 2=12.403245/B:(7.2-0.15-0.15)X(2.1+3.35-0.05)X0.16=5.961634心D:(6-0.15-0.15)X(6.9-0.05-0.05)X0.16 X 2=12.403212.9504+12.4032+5.9616+12.4032=总计：18.4575+6.8913+43.7184=69.0672010506001001楼梯C302 m(7.2-0.1-1.6 ) X ( 6.9-3.65-0.05) + (7.2-0.1-1.9 ) X ( 6.9-3.6

24、5-0.05) X 2同定额量50.88=3.2 义(5.5+5.2 X2) 50.88屋向工程平卸面积=37.82 X 13.72+ (9.31 X 2.5-0.12 X 0.25 ) X 2+2.25 X 3.5+2.26 X 2.26 X 3.14/4-(2.5-0.24 ) X 0.01 X 2=589.1041上卷面积=37.82+16.22 X 2+9.31+3.5+(2.5-0.12 )X 2X3.14/4 X 2+7.2+0.48 X 0.25=111.0332 X 0.25=27.7583010902001001屋向防水2 m589.1041+27.7583= 616.86同

25、定额量616.86011001001001屋面保温2 m589.1041589.10屋自找平2 m589.1041+27.7583= 616.86同定额量616.86排水管m(14.4+0.45 ) X 4=59.4同定额量59.4附录L首层办公室2室内装修项目编码项目名称单 位地面 4 净空面积=(0.05+4.7+2.5 ) X ( 3.3-0.1 ) + ( 1.78-0.1 ) X ( 3.78-0.1 X 2) + (2.0-0.1 ) X ( 1.78-0.1 ) =32.4064011水泥地面20mmi : 2.5 水泥砂浆 素水泥浆一道2 m32.406432.41地面 4 净

26、空=(3.3-0.1)+(4.7+0.05+0.6)+(1.78-0.1)X 2+(3.78-0.2) X 2+(1.4-0.1)+(2.5+4.7+0.05)=27.62m011踢脚高 100mm6mm125s水泥砂浆2 m踢脚 3 (27.62-1.0+0.1 X2) X 0.1=2.6822.680天棚3mm1 : 2.5水泥砂浆找平天棚耐擦洗2 m天棚 132.406432.41涂料内墙5mm1 : 2.5水泥砂浆找平内墙耐擦洗涂料2 m2 m内墙面 1 (0.05+4.7+0.6 ) X ( 3.9-0.12 ) + (3.3-0.1 ) X 3.78+ ( 0.05+4.7+2.5 ) X 3.78+ ( 1.4-0.1 ) X 3.78-1.0X 2.1 +阳台墙面积【下部面积(短墙面积 +长墙面积)+上部面积(短墙面积+长墙面积)：(1.78-0.1-0.25)X 0.4 X2+(3.78-0.1 X 2) X 0.4 X 2+(1.78-0.1-0.25)X (3.9-0.14-2.7-0.4)X 2+(3.78-0.1 X 2) X(3.9-0.14-2.7-0.4)X 2=3.78 X (5.35+3.2+7.