工程量计算书(全部)

工程量计算书,,,,,,,

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工程名称：泰州职业技术学院东区宿舍扩建标段：,,,,,,,

序号,项目编码,项目名称,工程量,单位,计算公式,小计,备注

,A.1,土（石）方工程,,,,,

1,010101001001,平整场地1.土壤类别:二类土2.弃土运距:500M以内3.取土运距:50M以内,606.98,m2,606.98,606.98,

,1-98换,平整场地,86.1302,10m2,(45.3+0.24+4)*(4.8+0.24+4),447.8416,

,,,,,(45.3-3.6+0.24+4)*(1.5+5.4+2.1),413.46,

2,010101003001,挖基础土方1.土壤类别:三类土2.基础类型:条形3.垫层底宽、底面积:2.8/12.384.挖土深度:5M内5.弃土运距:100M以内,670.85,m3,(45.3+0.8*2)*(13.8+0.8+1.625)*1.15-204.25,670.8454,

,1-1换,人工挖一类干土深＜1.5m,670.84,m3,,,

,1-55换,人工挖地坑三类干土深＜1.5m,733.13,m3,,,

,1-92换,单(双)轮车运土运距＜50m,670.84,m3,,,

3,010103001001,基础土方回填1.土质要求:密实状态2.密实度要求:0.93下3.粒径要求:60mm4.夯填（碾压）:振动压路机10t内九遍5.松填:松填6.运输距离:500M内,299.16,m3,670.84-136.34-58.48-176.86,299.16,

,1-104换,基(槽)坑夯填回填土,299.16,m3,299.16,299.16,

,1-1换,人工挖一类干土深＜1.5m,299.16,m3,,,

,1-92换,单(双)轮车运土运距＜50m,670.84,m3,,,

4,010103001002,土（石）方回填1.土质要求:含水率2.密实度要求:0.93下3.粒径要求:60mm4.夯填（碾压）:振动压路机10t内九遍5.松填:松填6.运输距离:500M内,177.10,m3,{(45.3+0.24)*(13.8+0.240)-1.8*(1.8+0.24)*6.9-45.3*2+13.8*2}*0.3,165.3134,

,,,,,(4.8*1+3.6+7*2.1+10*5.4+5*1.5+9*2+3.6)*0.3*0.37,11.7882,

,1-99换,地面原土打底夯,0.10,10m2,,,

,1-102换,地面夯填回填土,177.10,m3,177.1,177.10,

,1-240换,自卸汽车运土运距＜3km,0.0755,1000m3,,,

,A.3,砌筑工程,,,,,

5,010302001001,实心砖墙1.砖品种、规格、强度等级:粘土砖2.墙体类型:外墙3.墙体厚度:2404.墙体高度:32005.勾缝要求:砂浆勾缝6.砂浆强度等级、配合比:混合M5.0,352.54,m3,((45.3+13.8)*2-2.1-4*1.8-4.12*2-1.56-1.5-1.86-1.8-1.86-1.5-1.86-3.12*5)*0.24*3.2*4,224.6246,

,,,,,((45.3+13.8)*2-1.8*4-1.8*2-2.6-3.36-1.560-1.5-2.1-1.8-1.5-1*10-1.56*8-1.56*4)*0.24*3.2,49.3517,

,,,,,((45.3+13.8+13.8+1.8+45.3)-1.86-1.56*8-1.5-1.86)*0.24*3.2,78.5664,

,3-29换,标准1砖外墙(M5混合砂浆),352.5427,m3,((45.3+13.8)*2-2.1-4*1.8-4.12*2-1.56-1.5-1.86-1.8-1.86-1.5-1.86-3.12*5)*0.24*3.2*4,224.6246,

,,,,,((45.3+13.8)*2-1.8*4-1.8*2-2.6-3.36-1.560-1.5-2.1-1.8-1.5-1*10-1.56*8-1.56*4)*0.24*3.2,49.3517,

,,,,,((45.3+13.8+13.8+1.8+45.3)-1.86-1.56*8-1.5-1.86)*0.24*3.2,78.5664,

6,010302001002,实心砖墙1.砖品种、规格、强度等级:粘土砖2.墙体类型:内墙3.墙体厚度:1804.墙体高度:32005.勾缝要求:砂浆勾缝6.砂浆强度等级、配合比:混合M5.0,,m3,,,

,3-32换,3/4标准砖内墙(M5混合砂浆),528.7991,m3,(6.9*6+5*5.4+8*4.8+(3.6*6+4.5*2+2.7*2)*2-15-1.8)*5*0.18*3.2,466.56,

,,,,,(6.9*6+5*5.4+8*4.8+(3.6*6+4.5*2+2.7*2)*2-15-1.8)*0.667*0.18*3.2,62.2391,

,A.4,混凝土及钢筋混凝土工程,,,,,

7,010401006001,垫层1.混凝土强度等级:C152.混凝土拌和料要求:中砂3.砂浆强度等级:水泥M7.5,58.45,m3,46.9*15.7*0.1-2.8-12.38,58.453,

,2-121换,基础无筋砼垫层(C10泵送商品砼),58.4713,m3,46.9*15.7*0.1,73.633,

,,,,,-(8.9*0.8*0.1+6.45*0.76*0.1+1.8*6.9*0.1+1.7*2.1*0.1),-2.8012,

,,,,,-(3.5*2.9*2+2.6*2.9*2+0.8*2.9*2+1.1*2.9+1.85*2.9+1.25*2.15+0.95*2.15+5*2.9)*0.1,-6.7805,

,,,,,-(3.6*1.7*5+1.4*3.6*5)*0.1,-5.58,

8,010401001001,带形基础1.混凝土强度等级:C202.混凝土拌和料要求:坚固性、强度3.砂浆强度等级:混合M7.5,176.86,m3,45.3*15.5*0.4-57.01-38.24-8.75,176.86,

,5-185换,单梁框架梁连续梁(C30泵送商品砼),176.86,m3,,,

9,010402001001,矩形柱1.柱高度:3.0M2.柱截面尺寸:周长＜2.5M3.混凝土强度等级:C254.混凝土拌和料要求:中砂,11.24,m3,,,

,5-181换,矩形柱(C30泵送商品砼),11.238,m3,0.3*0.2*0.18*10,0.108,

,,,,,0.3*0.2*3.1*10*5,9.30,

,,,,,0.3*0.2*3.05*10,1.83,

,20-26换,现浇矩形柱复合木模板,14.9829,10m2,11.24*13.33,149.8292,

10,010402001002,矩形柱1.柱高度:3.3M2.柱截面尺寸:周长＜2.5M3.混凝土强度等级:C254.混凝土拌和料要求:中砂,80.22,m3,0.37*0.37*(1.5-0.2-0.2-0.12-0.8)*5,0.1232,

,,,,,0.54*0.37*0.18*5,0.1798,

,,,,,0.37*0.7*0.18*5,0.2331,

,,,,,0.24*0.35*0.18*2,0.0302,

,,,,,0.37*0.37*0.18*42,1.035,

,,,,,0.24*0.35*3.2*7*5,9.408,

,,,,,0.24*0.35*3.2*7*5,9.408,

,,,,,0.24*0.7*3.2*5*5,13.44,

,,,,,0.24*0.24*3.2*4.2*5*10,38.7072,

,,,,,0.35*0.24*3.05*7,1.7934,

,,,,,0.24*0.7*3.05*5,2.562,

,,,,,0.24*0.24*3.05*4.2,0.7379,

,,,,,0.24*0.7*3.05*5,2.562,

,5-298换,构造柱(C20非泵送商品砼),80.22,m3,80.22,80.22,

,20-31换,现浇构造柱复合木模板,89.0442,10m2,80.22*11.1,890.442,

11,010403002001,矩形梁1.梁底标高:0.0002.混凝土强度等级:C203.混凝土拌和料要求:坚固性、强度,110.22,m3,0.25*0.3*(45.3-0.24*12-0.35*2+45.3-3.6+2.1*7+5.4*11+3.6-0.24*2-0.35*5-0.24*10-0.24*5+2.1),11.8043,

,,,,,0.25*0.45*4.55,0.5119,

,,,,,0.25*0.3*4.55*1,0.3413,

,,,,,0.28*0.4*(4.8-0.25)*13,6.6248,

,,,,,0.25*0.35*3.6,0.315,

,,,,,0.25*0.55*(36-0.24*4-0.2*10),4.543,

,,,,,0.25*0.3*9,0.675,

,,,,,0.25*0.3*14.55+9*3,28.0913,

,,,,,0.25*0.45*4.55*2*3,3.0713,

,,,,,0.25*0.4*4.5*12*3,16.20,

,,,,,0.25*0.35*3.6*3,0.945,

,,,,,0.25*0.55*33.04*3,13.629,

,,,,,23.47,23.47,

,5-185换,单梁框架梁连续梁(C30泵送商品砼),110.22,m3,,,

12,010403004001,圈梁1.梁底标高:0.0002.混凝土强度等级:C203.混凝土拌和料要求:坚固性、强度,143.17,m3,0.25*0.3*(4.8*12+6.9*11+5.275+3.6-0.24),10.6601,

,,,,,(0.25*0.3*(45.3+13.8)*2-0.24*4)*10,79.05,

,,,,,0.25*0.3*(4.8*12+6.9*11+5.275+3.6-0.24),10.6601,

,,,,,0.25*0.3*((45.3*2+4.8*10+9+6.9*11+5.275+3.6)-0.24*4),17.3561,

,,,,,0.25*0.3*((45.3*2+4.8*10+9+6.9*11+5.275+3.6)-0.24*4),17.3561,

,,,,,0.25*0.3*((5.4*9)+72)-(0.24*4),8.085,

,20-41换,现浇圈梁，地坑支撑梁复合木模板,126.9325,10m2,152.38*8.33,1269.3254,

,5-187换,圈梁(C20泵送商品砼),143.17,m3,,,

13,010403005001,过梁1.梁底标高:0.0002.混凝土强度等级:C203.混凝土拌和料要求:坚固性、强度,46.56,m3,(0.9+0.5)*0.12*0.55*23,2.1252,

,,,,,(0.9+0.5)*0.12*0.55*1,0.0924,

,,,,,(1.8+0.5)*0.12*0.55*3,0.4554,

,,,,,(1.8+0.5)*0.12*0.55*2,0.3036,

,,,,,(3.1+0.5)*0.12*0.55*1,0.2376,

,,,,,(1.86+0.5)*0.12*0.55*1,0.1558,

,,,,,(1.2+0.5)*0.12*0.55*2,0.2244,

,,,,,0.092*30+0.1518*2+0.1122*2+0.092*3+0.1518*3+0.1122*2+0.092*17+0.1518*1+0.1122*3+0.1122*1,6.4084,

,,,,,((3.12-0.5)*0.12*0.55*5+(1+0.5)*0.12*0.55*14+(1.5+0.5)*0.12*0.55*11+(1.86+0.5)*0.12*0.55*1+(1.56+0.5)*0.12*0.55*3+(1.8+0.5)*0.12*0.55*7+(1.8+0.5)*0.12*0.55*2+(1.5+0.5)*0.12*0.55*1+(1.86+0.5)*0.12*0.55*1+(3.12+0.5)*0.12*0.55*2+(3.36+0.5)*0.12*0.55*1)*4,26.6112,

,,,,,1.19+0.72+1.056+0.13+(1.8+0.3)*0.12*0.55*7+(1.86+0.5)*0.12*0.55*1+(1.5+0.5)*0.52*0.55*10,9.942,

,20-43换,现浇过梁复合木模板,64.32,10m2,53.6*12,643.20,

,5-188换,过梁(C20泵送商品砼),46.56,m3,,,

14,010405001001,有梁板1.板底标高:0.0002.板厚度:板厚＜200mm3.混凝土强度等级:C204.混凝土拌和料要求:坚固性、强度,127.80,m3,45.3*4.8*0.1+2.1*3.6*0.1+56*5.4*0.1+3.6*1.5*0.1+9*5.7*0.1-(3.6*4.8-3.6*2.4)*0.1-(5.27-0.24)*3.6*0.1,55.7352,

,,,,,5.4*41.7*0.1+41.7*9*0.1+(4.5*4.8+4.5*4.8)*0.05+4.5*4.8*0.05*2*4+4.5*5.4*0.05,72.063,

,20-59换,现浇板厚度＜20cm复合木模板,90.6826,10m2,112.37*8.07,906.8259,

,5-199换,有梁板(C30泵送商品砼),313.0322,m3,4.5*2*4.8*0.12+(45.3-9)*4.8*0.1-3.6*4.8*0.1+3.6*2.4*0.1+2.1*36*0.1+5.4*36*0.11+36*1.5*0.1+9*5.7*0.1*0.1-(3.6-5.27-3.6*2.4)*0.1,57.632,

,,,,,(4.5*2*4.8*0.12+(45.3-9)*4.8*0.1-3.6*4.8*0.1+3.6*2.4*0.1+2.1*36*0.1+36*5.4*0.1+3.6*1.5*0.1+9*5.7*0.1-(3.6*5.7-3.6*2.4))*3,127.602,

,,,,,45.3*4.8*0.1+2.1*3.6*0.1+56*5.4*0.1+3.6*1.5*0.1+9*5.7*0.1-(3.6*4.8-3.6*2.4)*0.1-(5.27-0.24)*3.6*0.1,55.7352,

,,,,,5.4*41.7*0.1+41.7*9*0.1+(4.5*4.8+4.5*4.8)*0.05+4.5*4.8*0.05*2*4+4.5*5.4*0.05,72.063,

15,010405007001,天沟、挑檐板1.混凝土强度等级:C302.混凝土拌和料要求:中砂,7.34,m3,,,

,5-209换,天，檐沟竖向挑板(C20泵送商品砼),7.3343,m3,0.82*(3.52+2.7*2+3.6*5+5.4+4.5+4.8*2)*0.1,3.8064,

,,,,,0.76*(3.52+2.7*2+3.6*5+5.4+4.5+4.8*2)*0.1,3.5279,

,20-85换,现浇檐沟，小型构件木模板,19.4443,10m2,7.43*26.17,194.4431,

16,010405008001,雨蓬、阳台板1.混凝土强度等级:C202.混凝土拌和料要求:坚固性、强度,1.93,m3,0.8*2.1*1.15,1.932,

,5-208换,楼梯，雨篷，阳台砼含量每±(C20泵送商品砼),1.93,m3,,,

17,010406001001,直形楼梯1.混凝土强度等级:C202.混凝土拌和料要求:坚固性、强度,7.34,m2,(2.1-0.12-0.09)*(2.43+0.99+0.24-0.09)*2,13.4946,

,,,,,2.07*1.35-1.35*6.63,-6.156,

,20-70换,现浇楼梯复合木模板,0.135,10m2,1.35,1.35,

,5-203换,直形楼梯(C20泵送商品砼),0.734,10m2,,,

18,010407001001,其他构件1.构件的类型:小型构件2.混凝土强度等级:C203.混凝土拌和料要求:中砂,0.45,m3,,,

,5-210换,台阶(C20泵送商品砼),0.453,10m2,0.3*(2.9+0.6+3.6+0.3+0.6)+0.3*(2.9+0.3+3.6+0.3),4.53,

,20-78换,现浇台阶模板,0.045,10m2,0.45,0.45,

19,010407002001,散水、坡道1.垫层材料种类、厚度:碎砖2.面层厚度:153.混凝土强度等级:C254.混凝土拌和料要求:中砂5.填塞材料种类:油毡,46.30,m2,,,

,12-172换,(C15砼20mm32.5)散水,0.7248,10m2,0.1*2*(15.1+45.3)*0.6,7.248,

20,010416001001,现浇混凝土钢筋钢筋种类、规格:12内,45.21,t,45.21,45.21,

,4-1换,现浇砼构件钢筋Φ＜12,52.21,t,52.21,52.21,

21,010416001002,现浇混凝土钢筋钢筋种类、规格:25内,65.499,t,8.666+0.989+7.671+12.04+6.095+3.934+14.23+11.24+0.163+0.038+0.433,65.499,

,4-2换,现浇砼构件钢筋Φ＜25,69.45,t,69.45,69.45,

22,010416001003,电渣压力焊1、电渣压力焊接头,3300.00,个,,,

,4-28,电渣压力焊,330.00,10个,,,

23,010416003001,钢筋网片钢筋种类、规格,1.05,t,,,

,4-13换,点焊钢筋网片构件主筋Φ＜8,1.05,t,3500*0.3/1000,1.05,

,A.7,屋面及防水工程,,,,,

24,010701001001,瓦屋面1.瓦品种、规格、品牌、颜色:蓝灰色水泥瓦2.防水材料种类:SBS3.基层材料种类:钢筋挂瓦条4.檩条种类、截面:砼檩条5.防护材料种类:防水材料,26.82,m2,,,

,9-1换,瓦屋面及彩钢板屋面铺粘土瓦铺在挂瓦条上,26.8196,10m2,9*4.65+(3.96+41.7)*4.5*1.1016,268.1958,

25,010702001001,屋面卷材防水1.卷材品种、规格:SBC卷材2.防水层做法:二遍3.嵌缝材料种类:油毡4.防护材料种类:防水材料,48.44,m2,,,

,9-32换,单层SBS改性沥青防水卷材(热熔满铺法),4.844,10m2,44.91+3.53,48.44,

26,010702003001,屋面刚性防水1.防水层厚度:20mm2.嵌缝材料种类:油毡3.混凝土强度等级:C25,214.91,m2,,,

,9-70换,刚性防水砂浆屋面无分格缝厚25mm,21.491,10m2,214.91,214.91,

,9-112换,平面抹防水砂浆,21.49,10m2,214.9,214.90,

27,010702004001,屋面排水管1.排水管品种、规格、品牌、颜色:塑料(PVC)2.接缝、嵌缝材料种类:镀锌铁皮3.油漆品种、刷漆遍数:防锈漆,120.00,m,,,

,9-188换,PVC水落管屋面排水Φ100,11.70,10m,16*5+2*18.5,117.00,

,9-190换,PVC水斗屋面排水Φ100,0.70,10只,,,

,21-14,施工降水轻型井点降水拆除,0.20,10根,,,

,AB001,二次搬运费,1.00,项,,,

,AB002,大型机械设备进出场及安拆费,1.00,项,,,

,24-38,塔式起重机60KNm以内场外运输费,2.00,次,,,

,24-39,塔式起重机60KNm以内组装拆卸费,2.00,次,,,

,AB003,施工排水费,1.00,项,,,

,AB004,施工降水费,1.00,项,,,

,AB005,地上、地下设施，建筑物的临时保护设施费,1.00,项,,,

,AB006,特殊条件下施工增加费,1.00,项,,,

,AB007,混凝土、钢筋混凝土模板及支架,1.00,项,,,

,20-1,现浇砼垫层基础组合钢模板,3.237,10m2,(45.3+1.6+13.8+0.34+0.7+45.3+0.2+0.76+13.8+9.4*9+10.4+106.9)*0.1,32.37,

,20-11,现浇各种柱基、桩承台复合木模板,7.6264,10m2,(3.1*2.1+1.45*1.15+3.7*4+2.8*4+1.0*4+1.3*2+2.05*2+2.35*4+5.2*2+0.1*2*2)+0.2*(46.7+5.8+8.24+6.45+0.7+0.76+37.65+6.9+0.3+0.2+1.5+6.67+0.1*12+1.6*2+5.2*8+1.6*2+1.9*2+1.6*18+3.8*20)*0.2,76.2643,

,20-41,现浇圈梁，地坑支撑梁复合木模板,16.35,10m2,0.3*2*272.5,163.50,

,20-5,现浇有梁式带形基础复合木模板,14.998,10m2,149.98,149.98,

,20-26,现浇矩形柱复合木模板,14.9829,10m2,11.24*13.33,149.8292,

,20-31,现浇构造柱复合