现场签证工程量计算表

现场签证项目工程量计算表,,,,,,,

工程名称：滨海花园别墅标段二建安工程,,,,,,,

序号,项目名称及内容,签证编号,单位,计算式,单件数,构件数,合计工程量

一、,建筑装饰工程,,,,,,

1,4C1-2承台以上回填石屑,01,,,,,

(1),首层建筑面积,,,,,,

,①~②,,m2,(5.5+0.09)*(4.26+4.34+2.8+0.18)+(0.5+0.18)*0.42-1.4*0.8/2,64.46,,64.46

,②~④,,m2,(5.5*(4.26+4.34+2.8+0.18)+(0.5+0.18)*0.42-1.4*0.8/2)*2,126.83,,126.83

,④~⑤,,m2,(5.5+0.09)*(4.26+4.34+2.8+0.18)+(0.5+0.18)*0.42-1.4*0.8/2,64.46,,64.46

,小计,,m2,,,,255.75

(2),基础梁混凝土C25,,,,,,

,JL1(200*500),,m3,(4.34-0.09*2)*0.2*(0.5-0.12)*4,1.26,,1.26

,JL2(200*500),,m3,(2.8-0.09*2)*0.21*(0.5-0.1)*4,0.88,,0.88

,JL3(200*500),,m3,(2.8-0.09*2)*0.21*(0.5-0.1)*4,0.88,,0.88

,JKL1(180*500),,m3,(5.5-0.09-0.31)*0.2*(0.5-0.12)*1,0.39,,0.39

,JKL2(180*500),,m3,(5.5-0.09*2)*0.2*(0.5-0.12)*2,0.81,,0.81

,KL3(1)(180*500),,m3,(5.5-0.09-0.31)*0.2*(0.5-0.12)*1,0.39,,0.39

,KL4(1)(180*500),,m3,(5.5-0.09*2)*0.2*(0.5-0.12)*4,1.62,,1.62

,KL5(1)(180*500),,m3,(5.5-0.09*2)*0.2*(0.5-0.1)*4,1.70,,1.70

,KL6(1)(180*500),,m3,(5.5-0.09-0.31)*0.2*(0.5-0.1)*1,0.41,,0.41

,KL7(1)(180*500),,m3,(5.5-0.09*2)*0.2*(0.5-0.1)*1,0.43,,0.43

,KL7(180*500),,m3,(5.5-0.09*2)*0.2*(0.5-0.1)*2,0.85,,0.85

,JKL7(3B)(180*500),,m3,(1.33+4.26+4.34+2.8+1.32-0.4*4)*0.2*(0.5-0.12)*2,1.89,,1.89

,KL8(180*500),,m3,(1.33+4.26+4.34+2.8+1.32-0.4*4)*0.2*(0.5-0.12)*2,1.89,,1.89

,KL8(4B)(180*700),,m3,(1.33+1.32+3.2+2.8-0.09*2-0.6-0.7)*0.2*(0.5-0.1)+(4.26+4.34-0.51-0.61-0.7-0.09)*0.2*(0.5-0.12),1.08,,1.08

,小计,,,,,,14.48

(3),土石方回填(承台以上),,m3,255.75*0.45-14.48,100.61,,100.61

,4C1~4C2室内回填石屑合计,,m3,100.61/2,,,50.30

2,样板房装修外墙脚手架,02,,,,,

(1),单排脚手架,,,,,,

,3CS1-2,,m2,((3.4+3.6)*4+2.5*4+4*3+1.2+1.6*4+1.5*4+(1.2+2.8)*2+4)*(3.2+3+0.3),491.40,1.00,491.40

,3CS1-2(第二次搭设),,m2,同上,491.40,1.00,491.40

,4C1~2,,m2,(6*4+1.8+2.1+4.26+4.34+2.8+1.32+1.8*2+4)*(3.2+3+2.8+0.3),448.45,1.00,448.45

,5CL1~2,,m2,(2.8+0.81+3.3*2+2.8+0.9+0.6+3+1.5+1.9+4.8+4)*(0.3+3.2+3+2.8),276.30,1.00,276.30

,小计,,,,,,1707.55

(2),综合脚手架面积,,m2,(0.9+2.8+3.3*2+2.8+0.81+4)*(0.3+3.2+3+2.5),161.19,1.00,161.19

,小计,,,,,,161.19

3,修补CL型别墅采光棚与围护墙缝隙,03,,,,,

(1),1：2水泥砂浆填缝,,m,2.04*2+3.4,7.48,24.00,179.52

(2),变形缝,,m,2.04*2+3.4,7.48,24.00,179.52

(3),砖砌体,,m3,(2.04*2+3.4)*0.15*0.15,0.17,24.00,4.04

(4),墙面抹灰,,m2,(2.04*2+3.4)*(0.15+0.15),2.24,24.00,53.86

(5),外墙涂料,,m2,(2.04*2+3.4)*(0.15+0.15),2.24,24.00,53.86

4,拆除5CL3后花园钢筋混凝土,04,,,,,

(1),拆除钢筋混凝土,,m3,签证工程量(2.3*1.13*0.2),,,0.52

5,第二次补强加固CS入户平台板,05,,,,,

(1),飘板陶粒混凝土拆除,,m3,3.8*2.4*0.35+3.2*2.1*0.15,4.20,9.00,37.80

(2),浇筑混凝土,,m3,1.92*3.8*((0.21+0.12)/2)*2,1.20,9.00,10.84

(3),钢筋制作安装,,t,,,,0.944

(4),钢筋植筋,,根,Φ14：225根，Φ8：180根,,,405.00

（5）,模板制作安装、拆除,,m2,(3.8*0.12+1.92*((0.21+0.12)/2)*2),1.09,9.00,9.81

6,人工凿低窗台水泥砂浆,06,,,,,

(1),CS型别墅,,m2,1.2*0.13*2+2.1*0.13*3+0.6*0.13,1.209,12.00,14.51

(2),C型别墅,,m2,0.9*0.13+1.2*0.13*2,0.429,29.00,12.44

(3),CL型别墅,,m2,2.6*0.13+1.8*0.13+2.1*0.65+2.5*0.65*2,5.187,24.00,124.49

7,入户防盗门改尺寸后修补缝隙,07,,,,,

(1),混凝土浇筑,,m3,0.1*1.2*0.2,0.024,65.00,1.56

(2),模板制安,,m2,(0.1+0.12)*1.2,0.264,65.00,17.16

(3),门头钢筋制安,,kg,1.25*2*0.395,0.9875,65.00,64.19

(4),零星项目抹灰,,m2,1.2*0.2*2,0.48,65.00,31.20

8,修补CL型别墅采光棚与分户墙缝隙,08,,,,,

(1),墙面一般抹灰,,m2,3.2*23*0.3,,,22.08

(2),水泥砂浆填补坑槽,,m,3.2*23,,,73.60

(3),内墙涂料,,m2,3.2*23*0.15,,,11.04

(4),外墙涂料,,m2,3.2*23*0.15,,,11.04

(5),脚手架(满堂脚手架),,m2,3.2*2*6+3.2*2*17*40%,,,81.92

9,厨房该门后修复吊顶天棚及墙面砖,09,,,,,

(1),天棚铝扣板天花拆除,,m2,2.65*2.1,5.57,28.00,155.82

(2),墙面砖拆除,,m2,2.8*(1.6+0.3+0.3),6.16,28.00,172.48

(3),墙面抹灰,,m2,2.8*(1.6+0.3+0.3),6.16,28.00,172.48

(4),天棚铝扣板天花(拆出重新安装增补量),,m2,2.65*2.1*30%,1.67,28.00,46.75

(5),墙面重新贴面砖,,m2,(2.8*(1.6+0.3+0.3)+5.45*0.05*2,6.71,28.00,187.74

(6),建筑垃圾清理,,套,28.00,,,28.00

10,5CL2改楼梯地面砖,10,,,,,

(1),人工凿除楼梯地面砖,,,,,,

,楼梯间踢脚线,,m2,(3+1.6+2.8*2+1.9)*0.2+(3+3.7+1.7+0.66+0.29+0.41+3.5)*0.1,,,3.75

,首层平台,,m2,1.08*1.7,,,1.84

,走道平台(二层),,m2,1.7*1.6+2.3*1.3,,,5.71

,天面平台,,m2,1.9*0.9,,,1.71

,转角平台,,m2,0.5*0.5*0.5*4,,,0.50

,步级砖,,m2,(0.168+0.26)*0.85*37+(0.168+0.26)*0.7*3,,,14.36

,小计,,,,,,27.86

(2),重新铺贴楼梯地面砖,,m2,同(1),,,27.86

(3),场地清理,,工日,签证工程量,,,8.00

11,5CL2型别墅改内庭院沉池,"11,12",,,,,

(1),人工凿除沉池地面砖,,m2,1.95*2.5,4.88,1.00,4.88

(2),水泥砂浆楼地面,,m2,1.95*2.5,4.88,22.00,107.25

(3),人工清理,,工日,2,2.00,1.00,2.00

12,修补采光井护栏墙面孔洞,13,,,,,

(1),1:2水泥砂浆填补孔洞,,m3,0.2*0.2*4*0.07,0.011,24.00,0.27

(2),墙面煽灰刷乳胶漆,,m2,0.4*1.2*2,0.96,24.00,23.04

(3),场地清理,,工日,8.4(签证工日),,,8.40

13,清运3CS2门前地坪,,,,,,

(1),平整场地,,工日,签证工日,,,3.00

,,,,,,,,

二,给排水、电气安装工程,,,,,,

1,样板房临时水电安装,15,,,,,

(1),电缆沟槽土方挖填,,m3,17.8*0.3*0.5,3.56,1.00,3.56

(2),电气配管,,m,签证工程量,,,17.80

(3),立木电杆,,根,签证工程量,,,5.00

(4),导线架设,,m,签证工程量,,,347.10

(5),电气配线,,m,签证工程量,,,57.60

(6),配电箱安装,,套,签证工程量,,,1.00

(7),控制开关安装,,个,签证工程量,,,1.00

(8),漏电空气开关安装,,个,签证工程量,,,2.00

(9),电表安装,,台,签证工程量,,,1.00

(10),PPR给水管,,m,签证工程量,,,72.00

(11),水表,,组,签证工程量,,,1.00

(12),水龙头,,个,签证工程量,,,4.00

2,更换地下排水、排污管道,16,,,,,

,拆除工程,,,,,,

,CL型别墅(共24套),,,,,,

(1),人工凿孔(洞)钢筋砼结构(洞口截面㎜)300*300以外,,m2,1*0.8*6,4.800,24.000,115.200

(2),"人工挖土方(单管按60㎝宽,多管按100㎝宽,深度按80㎝计)",,m3,(4.5+1.5+3+3.5+1)*0.6*0.8+(2+1.9+4)*1*0.8,12.800,24.00,307.200

(3),余土弃置(石方外运50米),,m3,(1*0.8*0.11)*6,0.528,24.00,12.672

(4),余土弃置(土方外运50米),,m3,(4.5+1.5+3+3.5+1)*0.6*0.8+(2+1.9+4)*1*0.8,12.800,24.00,307.200

(5),地下管道拆除,,,,,,

,DN100PVC-U波纹管,,m,(6+6.5+1+2+2.5+0.8)+2,20.80,24.00,499.200

,DN75PVC-U波纹管,,m,(4+4+6+1+2+9+1+1.5+4+1.5)+2,36.00,24.00,864.000

,CS型别墅(共12套),,,,,,

(1),人工凿孔(洞)钢筋砼结构(洞口截面㎜)300*300以外,,m2,1*0.8*5,4.000,12.00,48.000

(2),"人工挖土方(单管按60㎝宽,多管按100㎝宽,深度按80㎝计)",,m3,(8+1+2.5+2.5+2+3)*0.6*0.8+2*1*0.8,10.72,12.00,128.640

(3),余土弃置(石方外运50米),,m3,(1*0.8*0.11)*5,0.440,12.00,5.280

(4),余土弃置(土方外运50米),,m3,(8+1+2.5+2.5+2+3)*0.6*0.8+2*1*0.8,10.72,12.00,128.640

(5),地下管道拆除,,,,,,

,DN100PVC-U波纹管,,m,8+1+2+2.5+1.5+3+1.2,19.20,12.00,230.400

,DN75PVC-U波纹管,,m,1.80,1.80,12.00,21.600

,DN50PVC-U波纹管,,m,3+2.5,5.50,12.00,66.000

,C型别墅(共29套),,,,,,

(1),人工凿孔(洞)钢筋砼结构(洞口截面㎜)300*300以外,,m2,1*0.8*6,4.800,29.000,139.200

(2),"人工挖土方(单管按60㎝宽,多管按100㎝宽,深度按80㎝计)",,m3,(12+10.5+7+5.5+3.2+1.5+2.5+2.5)*0.6*0.8,21.456,29.00,622.224

(3),余土弃置(石方外运50米),,m3,(1*0.8*0.11)*6,0.528,29.00,15.312

(4),余土弃置(土方外运50米),,m3,(12+10.5+7+5.5+3.2+1.5+2.5+2.5)*0.6*0.8,21.456,29.00,622.224

(5),地下管道拆除,,,,,,

,DN100PVC-U波纹管,,m,3+10.5+1.5+11.5+1+4+7+3+2+2,45.500,29.00,1319.500

,DN75PVC-U波纹管,,m,5+0.5,5.500,29.00,159.500

,拆除项目工程量合计,,,,,,

(1),人工凿孔(洞)钢筋砼结构(洞口截面㎜)300*300以外,,m3,(115.2+48+139.2)*0.11,,,33.264

(2),"人工挖土方(单管按60㎝宽,多管按100㎝宽,深度按80㎝计)",,m3,,,,1058.064

(3),余土弃置(石方外运50米),,m3,,,,33.264

(4),余土弃置(土方外运50米),,m3,,,,1058.064

(5),地下管道拆除,,,,,,

,DN100PVC-U波纹管,,m,,,,2049.100

,DN75PVC-U波纹管,,m,,,,1045.100

,DN50PVC-U波纹管,,m,,,,66.000

,重新吊装管道,,,,,,

,CL型别墅(共24套),,,,,,

(1),重新安装DN100PVC-U波纹管,,m,(6+6.5+1+2+2.5+0.8)+2,20.80,24.00,499.200

(2),重新安装DN75PVC-U波纹管,,m,(4+4+6+1+2+9+1+1.5+4+1.5)+2,36.00,24.00,864.000

(3),膨胀螺栓Φ10,,个,(20.8+36)/1,57.00,24.00,1368.000

(4),吊杆钢筋Φ10,,kg,1*57*0.0617,3.517,24.00,84.406

(5),楼板钢筋制安,,kg,(1+0.8)/0.15*0.6*0.395*6,17.064,24.00,409.536

(6),管箍(加厚型)Φ110,,套,20.8/1,20.00,24.00,480.000

(7),管箍(加厚型)Φ75,,套,36/1,36.00,24.00,864.000

(8),18㎜厚夹板,,m2,1*0.8*6,4.80,24.00,115.200

(9),细石混凝土C25,,m3,(1*0.8*0.11)*6,0.528,24.00,12.672

,CS型别墅(共12套),,,,,,

(1),重新安装DN100PVC-U波纹管,,m,8+1+2+2.5+1.5+3+1.2,19.20,12.00,230.400

(2),重新安装DN75PVC-U波纹管,,m,1.80,1.80,12.00,21.600

(3),重新安装DN50PVC-U波纹管,,m,3+2.5,5.50,12.00,66.000

(4),膨胀螺栓Φ10,,个,(19.2+1.8+5.5)/1,26.00,12.00,312.000

(5),吊杆钢筋Φ10,,kg,1*26*0.0617,1.604,12.00,19.248

(6),楼板钢筋制安,,kg,(1+0.8)/0.15*0.6*0.395*5,14.220,12.00,170.640

(7),管箍(加厚型)Φ110,,套,19.2/1,19.00,12.00,228.000

(8),管箍(加厚型)Φ75,,套,1.8/1,2.00,12.00,24.000

(9),管箍(加厚型)Φ50,,套,5.5/1,5.00,12.00,60.000

(10),18㎜厚夹板,,m2,1*0.8*6,4.00,12.00,48.000

(11),细石混凝土C25,,m3,(1*0.8*0.11)*5,0.440,12.00,5.280

,C型别墅(共29套),,,,,,

(1),重新安装DN100PVC-U波纹管,,m,3+10.5+1.5+11.5+1+4+7+3+2+2,45.50,29.00,1319.500

(2),重新安装DN75PVC-U波纹管,,m,5+0.5,5.50,29.00,159.500

(3),膨胀螺栓Φ10,,个,(45.5+5.5)/1,50.00,29.00,1450.000

(4),吊杆钢筋Φ10,,kg,1*50*0.0617,3.085,29.00,89.465

(5),楼板钢筋制安,,kg,(1+0.8)/0.15*0.6*0.395*6,17.064,29.00,494.856

(6),管箍(加厚型)Φ110,,套,45.5/1,45.00,29.00,1305.000

(7),管箍(加厚型)Φ75,,套,5.5/1,5.00,29.00,145.000

(8),18㎜厚夹板,,m2,1*0.8*6,4.80,29.00,139.200

(9),细石混凝土C25,,m3,(1*0.8*0.11)*6,0.528,29.00,15.312

,重新吊装管道工程量合计,,,,,,

(1),重新安装DN100PVC-U波纹管,,m,,,,2049.100

(2),重新安装DN75PVC-U波纹管,,m,,,,1045.100

(3),重新安装DN50PVC-U波纹管,,m,,,,66.000

(4),膨胀螺栓Φ10,,个,,,,3130.000

(5),吊杆钢筋Φ10,,kg,,,,193.119

(6),楼板钢筋制安,,kg,,,,1075.032

(7),管箍(加厚型)Φ110,,套,,,,2013.000

(8),管箍(加厚型)Φ75,,套,,,,1033.000

(9),管箍(加厚型)Φ50,,套,,,,60.000

(10),18㎜厚夹板,,m2,,,,302.400

(11),细石混凝土C25,,m3,,,,33.26

,抽水台班费,,,,,,

(1),潜水泵出口直径100㎜,,台班,1.00,1.000,65.00,65.00

3,更改室外排水管,17,,,,,

(1),排水管拆除,,m,签证工程量,,,101.00

(2),HDPE塑料排水管安装,,m,签证工程量,,,101.00

(3),砌筑检查井(污水检查井),,座,签证工程量,,,11.00

(4),砌筑检查井(雨水井),,座,签证工程量,,,11.00

4,更改室外水表,18,,,,,

(1),挖土方,,m3,0.6*0.5*0.4,0.12,65.00,7.80

(2),土方回填,,m3,签证工程量,,,7.00

(3),PPR给水管,,m,签证工程量,0.700,65.00,45.50

5,更改室外电缆(按现场签证单统计数据),19,,,,,

(1),3CS1-12,,,,,,

,人工挖电缆管线沟槽土方,,m3,3.5*0.5*0.4,0.70,12.00,8.40

,拆除原埋设旧电缆,,m,13*1,13.00,12.00,156.00

,重新埋设线管Φ50PVC管,,m,15*1,15.00,12.00,180.00

,重新管内穿线,,m,15+1.2,16.20,12.00,194.40

,人工回填土方夯实,,m3,3.5*0.5*0.4,0.70,12.00,8.40

(2),4C1-12,,,,,,

,人工挖电缆管线沟槽土方,,m3,1*0.5*0.4+4.6*0.5*0.4,1.12,12.00,13.44

,拆除原埋设旧电缆,,m,5.8*1,5.80,12.00,69.60

,重新埋设线管Φ50PVC管,,m,4.6*1,4.60,12.00,55.20

,重新管内穿线,,m,4.6+1.2,5.80,12.00,69.60

,人工回填土方夯实,,m3,1*0.5*0.4+4.6*0.5*0.4,1.12,12.00,13.44

(3),7C1-17,,,,,,

,人工挖电缆管线沟槽土方,,m3,1*0.5*0.4+4.8*0.5*0.4,1.16,17.00,19.72

,拆除原埋设旧电缆,,m,6*1,6.00,17.00,102.00

,重新埋设线管Φ50PVC管,,m,4.8*1,4.80,17.00,81.60

,重新管内穿线,,m,4.8+1.2,6.00,17.00,102.00

,人工回填土方夯实,,m3,1*0.5*0.4+4.6*0.5*0.4,1.12,17.00,19.04

,合计,,,,,,

,人工挖电缆管线沟槽土方,,m3,,,,41.56

,拆除原埋设旧电缆,,m,,,,327.60

,重新埋设线管Φ50PVC管,,m,,,,316.80

,"管内穿线