造价员.docx

1、造价员2人工挖沟槽四类土2m以内 1-11(1)MA07 L中=（40.8+0.04*2+8.1+0.04*2）*2+0.3*6=99.92mSMA07=（0.65+0.3*2）*0.6=0.75m2VMA07=99.92*0.75=74.94 m3(2)MA08L净=【40.8-0.285*2-（2.4+0.12*2）*3】+（4.8-0.285-0.3）*14+（3.3-0.285-0.3）*8+（3.6-0.285-0.5）*3=121.49mSMA08=（0.6+0.3*2）*0.6=0.72m2VMA08=121.49*0.72=87.47 m3(3) MA05L净=(2.7-0.3

2、*2)*5+(2.4-0.3*2)=12.3mSMA05=（0.5+0.3*2）*0.6=0.66m2 VMA08=12.3*0.66=8.12 m3(4)1-1剖面L净=（2.4+0.12*2）*3=7.92mS1-1=（1+0.3*2）*0.7=1.12m2V1-1=7.92*1.12=8.87m3工程量=74.94+87.47+8.12+8.87=179.4 m33反铲挖三类土自卸汽车运8km 1-169V=（40.8+2*0.365+2*0.3）*（8.1+2*0.365+2*0.3）*1.35+(7.8+2*0.365+2*0.3)*0.3*2+(7.5+2*0.365+2*0.3)

3、*0.3=4.人工回填土夯填 1-46沟槽回填V1=房心回填V2=(40.8-0.135*2)*(8.1-0.135*2)+(7.8-0.135*2)*0.3*2+(7.5-0.135*2)*0.3-(40.8-0.135*2)+(4.8-0.135-0.12)*14+(3.3-0.135-0.12)*8+(3.6-0.135-0.12)*3+(2.7-0.24)*5+(2.4-0.24)*0.24*0.04=墙边回填V3=547.31-【（40.8+0.215*2）*（8.1+0.215*2）+（7.8+0.215*2）*2*0.3+（7.5+0.215*2）*0.3】*1.35=工程量=V

4、1+V2+V3=第四章 砌筑工程1.M10混合砂浆1砖厚多孔砖墙 4-19L中=（40.8+8.1）*2+0.3*6=99.6m厚度=0.24m H=11.48mV=99.6*0.24*11.48=274.41m3扣：门窗洞口 3M-6 1.2*1.38*3 24M-4 1.5*2.4 *24 20C-2 1.3*1.4 *20 24C-3 1.2*1.4*24 9C-4 1.2*1.2*9 8C-6 0.6*0.4 * 8 4C-7 1.1*1.4*4 20大空圈 2.7*5*11.48 4小空圈 2.4*11.48 小计 ：V1= 371.66 *0.24=89.20m3扣：过梁36 KG

5、LB37125 1.7*0.24*0.18*3624 KGLB37155 2.0*0.24*0.18*2420KGLB37135 1.8*0.24*0.18*208 KGLB37065 1.1*0.24*0.18*84 KGLB37115 1.6*0.24*0.18*420 KGLB37275 0.5*0.24*0.18*204 KGLB37245 0.5*0.24*0.18*4 小计：V2=7.45扣：构造柱6Gza (0.24*0.54+0.06*0.24*2*0.5)*11.48*6 4GZ 0.24*0.3*11.48*415GZ (0.24+0.06)*0.24*11.48*15 小

6、计：25.63m3扣：圈梁2. M5混合砂浆1砖厚混水砖墙 4-10H=12.03-11.3=0.73mV=99.6*0.73*0.24=17.45 m3扣构造柱【（0.54*0.24+0.06*0.24）*6+0.24*0.3*52】*0.73=3.35 m3工程量=17.45-3.35=14.1m33. M10混合砂浆1砖厚混水砖墙4-10L净=（8.1-0.24）*8-1.2*6+（4.8-0.24）*6+（3.6-0.24）*3+（3-0.24）*5+（2.7-0.24）=109.38m厚度=0.24H=11.38-4*0.18=10.66mV=10.66*0.24*109.38=27

7、9.84 m3扣：门窗洞口24M-1 24*0.9*2.124M-2 24*0.9*2.124GM 24*0.6*1.8 小计：116.64*0.24=27.99 m3扣：过梁48SGLA24095 1.15*0.24*0.12*4824 SGLA24065 0.85*0.24*0.12*24 小计：2.18 m3扣：GZ0.06*0.24*0.5*10.66*21=1.61 m30.24*0.27*2.1*4+(10.66-2.1*4)*0.24*0.3*6=4.24m3（0.24+0.06*2）*0.24*10.66*2=1.84 m3小计：7.69m3扣：挑梁(36+12)TL1 (0.

8、42-0.18)*0.24*(2.1-0.12)*36+(0.6-0.18)*0.24*(3.9-0.12)*12=8.68 m3(27+9)TL2(0.42-0.18)*0.24*(2.1-0.12)*27+(0.42-0.18)*0.24*(3.9-0.12)*9=5.04 m3 小计：13.72 m3工程量=279.84-27.99-2.18-7.69-13.72=228.26 m34. M10混合砂浆1/2砖厚混水砖墙4-8L净=(3-0.24+2.1-0.12-0.06)*5+(2.7-0.24+2.1-0.12-0.06)*1=27.78m厚度=0.115mH=11.3+0.08-

9、0.1*4=10.98mV=27.78*0.115*10.98=35.08 m3扣：24M-2 24*0.9*2.1=24M-3 24*0.7*2.1= 小计：80.64*0.115=9.27 m3扣：过梁24SGLA12091 1.15*0.115*0.12*2424 SGLA12071 1.2*0.115*0.12*24 小计：0.78m3工程量=35.08-9.27-0.78=25.03m35.M5水泥砂浆1砖厚清水砖墙 B4-L净=(40.8-0.135*2)-(2.4+0.24)*3+（4.8-0.135-0.12）*8+(3.3-0.135-0.12)*14+(3.6-0.135-

10、0.12)*3+2.7*5+2.4=137.54m厚度=0.24mH=2.6-0.18=2.42mV=137.54*0.24*2.42+137.54*0.12*0.06*2=81.86 m3扣：洞口6DMI 6*0.8*1.8*0.24 18DM2 18*0.8*1.8*0.24 小计：8.29 m3扣：过梁24SGLA24085 (12*1.05+12*1.3)*0.24*0.12=0.81 m3扣：构造柱【6*0.24*0.3+2*0.24*（0.24+0.06*2）+6*0.03*0.24】*2.42=1.57 m3扣：挑梁1.98*0.24*0.32*12+1.98*0.24*0.2*

11、9=2.68 m3工程量=81.83-8.29-0.81-1.57-2.68=68.51 m36.M5水泥砂浆1/2砖厚清水砖墙 B4-L净=(1.2-0.12+1.5-0.24)*6=14.04m厚度=0.115mH=2.2-0.18=2.02mV=14.04*0.115*2.02=3.26 m3扣：6M-2 6*0.8*1.8*0.115=0.99 m36SGLA12081 1.05*0.115*0.12*6 小计：1.08 m3工程量=3.26-1.08=2.18 m37. M10混合砂浆加气混凝土砌块墙 4-35（1）管道井壁V1=(0.8+0.45)*(11.2+0.08)*0.15

12、*6 =(2)阳台外墙小阳台 L中=2.9+1.68*2=6.26m H=10.7+0.08-3*0.42=9.52m V2= (6.26*9.52*0.2-1.2*1.4*0.2*4)*6大阳台 L中=1.88*3+7.8-0.2*2=12.66m V3= (12.66*9.52*0.2-3.3*1.6*8*0.2)*2 V4=12.36*9.52*0.2-(3.3*1.6*4+3*1.6*4)*0.2工程量= V1 +V2 +V3 +V4-1.58*0.24*0.24*6第五章 混凝土及钢筋混凝土工程一、工程内容：模板、钢筋、混凝土二、列项目名称（一）现浇混凝土1.C15带型基础 5-39

13、42.C10垫层 8-163.C20带型基础 5-3944. C20构造柱 5-4035. C20单梁 5-4066. C20圈梁 5-4087. C20过梁 5-4098. C20直型墙 5-4129. C20平板 5-41910. C20有梁板 5-41711. C20直型楼梯 5-42112. C20悬挑板 5-42313. C20压顶 5-432三、计算工程量1.带型基础 5-394MA07 L中=（40.8+0.04*2+8.1+0.04*2）*2+0.3*6=99.92mV1=99.92*0.65*0.4=25.98MA08 L净=121.49mV2=121.49*0.6*0.4=

14、29.16MA05 V3=12.3*0.5*0.4=2.46工程量=25.98+29.16+2.46=57.6 m32.C15直型墙 5-412V=99.92*(2.6-0.18)*0.35=84.02扣门窗洞口24DC1 24*0.6*0.4*0.353M-6 3*1.2*0.72*0.35 小计:2.93 工程量=84.02-2.93=81.09 m33.C10垫层 8-16V=（2.4+0.24）*1.0*0.1*34. C20带基 5-394V=（2.4+0.24）*3*【0.8*0.3+0.5*0.1（0.8+0.54）】4. C20构造柱 5-403外：-0.1811.3（0.54

15、*0.24+0.06*0.24*3*0.5）*11.48*60.3*0.2411.48*4（0.24+0.09）*0.24*11.48*15 小计：11.312.10.3*0.24*0.73*52（0.54+0.06）*0.24*0.73*6 小计：内-2.7-0.08【0.24*0.3*1.8+0.24*（0.24+0.09）*（2.62-1.8）】*60.24*（0.24+0.06*2）*2.62*2 小计：-0.0811.3【0.24*0.3*2.1*4+0.24*（0.24+0.09）*（11.38-2.1*4）】*60.24*（0.24+0.06*2）*11.38*2 小计：6. C

16、20圈梁 5-408外圈梁：1-3层V= (40.8+8.1)*2+0.3*6-3.2*5-2.9*0.24*0.2-6*0.54*0.24*0.2-0.24*0.24*0.2*19*3=顶(40.8+8.1)*2+0.3*6-3.2*5-2.9*0.24*0.24-6*0.54*0.24*0.24-0.24*0.24*0.24*19=内墙圈梁13【（8.1-0.24）*8+（4.8-0.24）*6+（3.6-0.24）*3+（3-0.24）*5+（2.4-0.24）-21*1.98】*0.24*0.18*3-0.24*0.24*0.18*8*3顶【（8.1-0.24）*8+（4.8-0.24）*6+（3.6-0.24）*3+（3-0.24）*5+（2.4-0.24）-21*3.78】*0.24*0.18-0.24*0.24*0.18*8