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1、附表一：工程量计算书工程名称：种猪场综合楼 编制人：xxx序号项目编码项目名称计量单位工程数量10101土(石)方工程2010101001001平整场地【三类土;】m2466.2583010101002001挖土方【机械挖土(考虑工作面,不计放坡);三类土;挖土深度1.5M内;坑侧堆土;】m3207.1564010103001001土(石)方回填【基坑基槽回填;三类土;密实度0.94;】m3135.78250103砌筑工程6010301001001砖基础【MU10砼实心砖(HZ1);砖条基;M10水泥砂浆】m355.5787010304001001空心砖墙、砌块墙【外墙;墙体厚度240;MU7
2、.5砼多孔砖;M7.5混合砂浆;】m3132.4398010304001002空心砖墙、砌块墙【内墙;墙体厚度120;MU7.5砼多孔砖;M7.5混合砂浆;】m335.2099010304001003空心砖墙、砌块墙【内墙;墙体厚度240;MU7.5砼多孔砖;M7.5混合砂浆;】m3119.612100104混凝土及钢筋混凝土工程11010401006001基础砼垫层【砼条基垫层;商品砼C15;】m314.40612010401002001独立基础【商品砼C25;】m31.39213010403004001圈梁【DQL商品砼C25;】m312.14614010403004002圈梁【QL商品砼
3、C25;】m324.31915010402001001现浇矩形柱【构造柱;商品砼C25;】m313.07416010402001002矩形柱【柱支模高度3.6M内;240*240;】m31.27217010403002001矩形梁【梁底支模高度3.6米内;商品砼C25;】m331.89118010405007001现浇天沟、挑檐板【商品砼C25;】m39.83819010406001001直形楼梯【商品砼C25;】m222.10920010407002001现浇散水【120厚碎砖垫层,60厚C15商品砼;撒1：1水泥砂浆压实抹光;沥青砂浆嵌缝;】m245.43221010410003001过梁
4、【预制过梁;商品砼C20;】m3 2.86122010412002001空心板【预制空心板;】m3 34.00323010416001001现浇混凝土钢筋【现浇砼构件钢筋12】t2.86824010416001002现浇混凝土钢筋【现浇砼构件钢筋25;】t6.40025010416001003现浇混凝土钢筋【墙体拉结筋】t0.58426010416002001预制构件钢筋【现场预制砼构件钢筋20;】t0.250270107屋面及防水工程28010701001001瓦屋面【水泥彩瓦,脊瓦;25*25挂瓦条,10*30顺水条】m2491.43629010410001001预制檩条m3 9.2973
5、0010702003001屋面钢性防水【30MM厚C20细石砼防水屋面;高强APP嵌缝膏;4厚SBS卷材】m2106.587310201楼地面工程32020101001001水泥砂浆地面【碎石垫层120厚;C15商品砼垫层60厚;1:2水泥砂浆面层20厚;】m2477.82233020102002001块料楼地面【碎石垫层120厚;C15商品砼垫层40厚;20厚干硬性水泥砂浆;5厚1:1水泥细纱浆结合;10厚地砖;】m220.00034020101001002水泥砂浆楼面【30厚细石砼找平,1:2水泥砂浆面层20厚;】m2403.03235020102002002块料楼地面【20厚1:3水泥砂
6、浆找平层;聚氨酯三遍涂膜防水1.8厚(上翻300);20厚干硬性水泥砂浆;5厚1:1水泥细纱浆结合;300*300防滑地砖;】m255.02236020106003001水泥砂浆楼梯面【1:2水泥砂浆面层20厚;】m215.792370202墙、柱面工程38020201001001墙面一般抹灰【8厚1:2.5水泥砂浆面,12厚1;3水泥砂浆打底;】m2813.17339020201001002墙面一般抹灰【内墙10厚1：1：6混合砂浆底;5厚1：0.3：3混合砂浆面;】m22142.22840020204003001块料墙面【卫生间1.8m高;12厚1:3水泥砂浆底;6厚1:0.1:2.5混合
7、砂浆结合层;200*300瓷砖;】m2222.37641020203001001零星项目一般抹灰【天沟12厚1:3水泥砂浆打底;8厚1:2水泥砂浆面;】m2306.080420203天棚工程43020301001001天棚抹灰【6厚1:0.3:3混合砂浆底,6厚1:0.3:3混合砂浆面;】m21000.742440204门窗工程45020402002001金属推拉门【铝合金半玻门;】m229.40046020402001001木门m253.00047020402005001铝合金推拉窗【铝合金推拉窗;】m2121.320480205油漆、涂料、裱糊工程49020506001001抹灰面油漆【内
8、墙面;白水泥批嵌;】m21919.85250020506001002抹灰面油漆【天棚面;白水泥批嵌;】m21000.74251020506001003抹灰面油漆【外墙涂料】m21119.253工程量计算表工程名称：种猪场综合楼 编制人：xxx序号部位计算式计算结果小计10101土(石)方工程2010101001001平整场地【三类土;】m2466.25831-1660.24*7.74466.258466.2584【计算工程量】 466.258(m2)5010101002001挖土方【机械挖土(考虑工作面,不计放坡);三类土;挖土深度1.5M内;坑侧堆土;】m3207.15661,167.5*(
9、0.48+0.2*2)*(1.3-0.15)*215.1815.1872,3,5,7,11,12,13,14,15(7.5-0.48-0.2*2)*(0.48+0.2*2)*(1.3-0.15)*960.29560.29588,9(7.5-0.24-0.2)*(0.48+0.2*2)*(1.3-0.15)*214.28914.2899A(4.0*7)*(0.48+0.2*2)*(1.3-0.15)*256.67256.67210B60*(0.48+0.2*2)*(1.3-0.15)60.7260.7211【计算工程量】 207.156(m3)12010103001001土(石)方回填【基坑基槽
10、回填;三类土;密实度0.94;】m3135.78213207.156207.15614-55.578-14.406-1.39-71.37415【计算工程量】 135.782(m3)160103砌筑工程17010301001001砖基础【MU10砼实心砖(HZ1);砖条基;M10水泥砂浆】m355.578181,167.5*0.24*(1.3-0.1+0.197-0.3)*23.9493.949192,3,5,7,11,12,13,14,15(7.5-0.24)*0.24*(1.3-0.1+0.197-0.3)*917.20317.203208,9(7.5-0.12)*0.24*(1.3-0.1
11、+0.197-0.3)*23.8863.88621A(4.0*7)*0.24*(1.3-0.1+0.197-0.3)*214.74414.74422B60*0.24*(1.3-0.1+0.197-0.3)15.79715.79723【计算工程量】 55.578(m3)24010304001001空心砖墙、砌块墙【外墙;墙体厚度240;MU7.5砼多孔砖;M7.5混合砂浆;】m3132.43925一层103.32261,167.5*0.24*(3.6-0.3-0.12)*211.44811.44827A(4.0*7)*0.24*(3.6-0.3)*244.35244.35228B60*0.24*
12、(3.6-0.3)47.5247.5229二层85.147301,167.5*0.24*(3.0-0.3-0.12)*29.2889.28831A(4.0*7)*0.24*(3.0-0.3)*236.28836.28832B60*0.24*(3.0-0.3)38.8839.57133(1.5-0.12+0.06)*2*0.24*1.00.69134扣门窗-41.83735M1020-1.0*2.0*22*0.24-10.560-10.56036M1520-1.5*2.0*3*0.24-2.160-2.16037C1515-1.5*1.5*12*0.24-6.480-6.48038C1215-1
13、.2*1.5*44*0.24-19.008-19.00839C1206-1.2*0.6*21*0.24-3.629-3.62940扣GZ-11.33141-0.24*0.24*26*(3.6+3.0+0.06-0.3*2-0.12*2)*1.3-11.33142扣GL-2.86143-2.861-2.86144【计算工程量】 132.439(m3)45010304001002空心砖墙、砌块墙【内墙;墙体厚度120;MU7.5砼多孔砖;M7.5混合砂浆;】m335.20946一层7.01147(2.0-0.12)*2*(3.6-0.12)*0.12*5-0.7*2.0*5*0.127.01148
14、二层28.56149(2.0-0.12)*2*(3.6-0.12)*0.12*14-0.7*2.0*14*0.1219.6350(4.0-0.24+2.3-0.24)*0.12*(3.0)-0.7*2.0*2*0.121.75951(60.0-0.12*2)*0.12*1.07.17152扣GL-0.36353-(0.7+0.5)*0.12*0.12*(5+2+14)-0.36354【计算工程量】 35.209(m3)55010304001003空心砖墙、砌块墙【内墙;墙体厚度240;MU7.5砼多孔砖;M7.5混合砂浆;】m3119.61256一层61.13257215(7.5-0.24)*
15、0.24*(3.6-0.3-0.12)*949.86761.13258(7.5-0.12)*0.24*(3.6-0.3-0.12)*211.26559二层63.08460215(7.5-0.24)*0.24*(3.0-0.3-0.12)*1253.94563.08461(7.5-0.12)*0.24*(3.0-0.3-0.12)*29.13962扣-4.60463-GZ-0.24*0.24*4*(3.6+3.0+0.06-0.3*2-0.12*2)*1.3-1.743-1.74364-YZGL-2.861-2.861-2.86165【计算工程量】 119.612(m3)660104混凝土及钢筋
16、混凝土工程67010401006001基础砼垫层【砼条基垫层;商品砼C15;】m314.406681,167.5*0.7*0.1*21.051.05692,3,5,7,11,12,13,14,15(7.5-0.7)*0.7*0.1*94.2844.284708,9(7.5-0.7)*0.7*0.1*20.9520.95271A(4.0*7)*0.7*0.1*23.923.9272B60*0.7*0.14.204.2073【计算工程量】 14.406(m3)74010401002001独立基础【商品砼C25;】m31.39275(0.2*1.5*1.5+0.25/6*(0.4*0.35+1.5*
17、1.5+1.9*1.85)*21.39276【计算工程量】 1.392(m3)77010403004001圈梁【DQL商品砼C25;】m312.146781,167.5*0.24*0.24*20.8640.864792,3,5,7,11,12,13,14,15(7.5-0.24)*0.24*0.24*93.7643.764808,9(7.5-0.24)*0.24*0.24*20.8360.83681A(4.0*7)*0.24*0.24*23.2263.22682B60*0.24*0.243.4563.45683【计算工程量】 12.146(m3)84010403004002圈梁【QL商品砼C2
18、5;】m324.31985二层12.159861,167.5*0.24*0.24*20.8640.864872,3,5,7,11,12,13,14,15(7.5-0.24)*0.24*0.24*93.7643.764888,9(7.5-0.12)*0.24*0.24*20.850.8589A(4.0*7)*0.24*0.24*23.2263.22690B60*0.24*0.243.4563.45691阁楼层12.159921,167.5*0.24*0.24*20.8640.864932,3,5,7,11,12,13,14,15(7.5-0.24)*0.24*0.24*93.7643.76494
19、8,9(7.5-0.12)*0.24*0.24*20.850.8595A(4.0*7)*0.24*0.24*23.2263.22696B60*0.24*0.243.4563.45697【计算工程量】 24.319(m3)98010402001001现浇矩形柱【构造柱;商品砼C25;】m313.074990.24*0.24*30*(3.6+3.0+0.06-0.3*2-0.12*2)*1.313.074100【计算工程量】 13.074(m3)101010402001002矩形柱【柱支模高度3.6M内;240*240;】m31.2721020.24*0.24*4*(6.6-0.24-0.3-0.
20、3-0.12*2)1.272103【计算工程量】 1.272(m3)104010403002001矩形梁【梁底支模高度3.6米内;商品砼C25;】m331.891105二层106L10.25*0.6*3*(7.5-0.24)3.2673.267107L20.25*0.4*(4.0-0.24)0.3760.376108L30.15*0.4*(60.0+0.24)3.6143.614109L40.25*0.4*16*(1.5-0.12)2.2082.208110阁楼111L10.25*0.6*3*(7.5-0.24)3.2673.267112L20.25*0.4*(4.0-0.24)0.3760.
21、376113L30.15*0.4*(60.0+0.24)3.6143.614114L40.25*0.4*16*(1.5-0.12)2.20815.1681150.24*0.4*(60.0*2+7.5*2)12.96116【计算工程量】 31.891(m3)117010405007001现浇天沟、挑檐板【商品砼C25;】m39.838118天沟9.838119底板(7.5*2+60+0.3*2)*0.2*0.57.567.56120侧板(7.5*2+60+0.3*2)*0.3*0.1+0.1*0.12.2782.278121【计算工程量】 9.838(m3)122010406001001直形楼梯
22、【商品砼C25;】m222.109123(6.0-0.12)*(4.0-0.24)22.109124【计算工程量】 22.109(m2)125010407002001现浇散水【120厚碎砖垫层,60厚C15商品砼;撒1：1水泥砂浆压实抹光;沥青砂浆嵌缝;】m245.432126(7.5*2+0.24*2+60.0+0.24)*0.645.432127【计算工程量】 45.432(m2)128010410003001过梁【预制过梁;商品砼C20;】m3 2.8611291200.363130M0721(0.7+0.5)*0.12*0.12*(5+2+14)0.3630.3631312402.49
23、8132M1020(1.0+0.5)*0.12*0.12*(22)0.4750.475133M1520(1.5+0.5)*0.12*0.12*30.0860.086134C1515(1.5+0.5)*0.12*0.12*120.3460.346135C1215(1.2+0.5)*0.12*0.12*441.0771.077136C1206(1.2+0.5)*0.12*0.12*210.5140.514137【计算工程量】 2.861(m3 )138010412002001空心板【预制空心板;】m3 34.00313956.0*(7.5-0.24)*0.0728.45914060.0*(1.5-
24、0.12-0.06)*0.075.544141【计算工程量】 34.003(m3 )142010416001001现浇混凝土钢筋【现浇砼构件钢筋12】t2.8681432.751+0.1172.868144【计算工程量】 2.868(t)145010416001002现浇混凝土钢筋【现浇砼构件钢筋25;】t6.40146【计算工程量】 6.400(t)147010416001003现浇混凝土钢筋【墙体拉结筋】t0.584148974.081*0.6/10000.584149【计算工程量】 0.584(t)150010416002001预制构件钢筋【现场预制砼构件钢筋20;】t0.25151【计
25、算工程量】 0.250(t)1520107屋面及防水工程153010701001001瓦屋面【水泥彩瓦,脊瓦;25*25挂瓦条,10*30顺水条】m2491.436154(60.24*7.74)*1.054491.436155【计算工程量】 491.436(m2)156010410001001预制檩条m3 9.2971573.98*0.2*0.08*(14*7+8*3*2)9.297158【计算工程量】 9.297(m3 )159010702003001屋面钢性防水【30MM厚C20细石砼防水屋面;高强APP嵌缝膏;4厚SBS卷材】m2106.5871600.4*(60.0+0.24*2+7.
26、5+0.24*2+0.4*2)27.704161(1.5-0.12-0.06)*(60.0-0.12*2)78.883162【计算工程量】 106.587(m2)1630201楼地面工程164020101001001水泥砂浆地面【碎石垫层120厚;C15商品砼垫层60厚;1:2水泥砂浆面层20厚;】m2477.822165室外(1.5-0.12)*(60+0.24)83.13183.131166室内(7.5-0.24)*(60.0-0.24*12)414.691394.691167-2.0*2.0*5-20.000168【计算工程量】 477.822(m2)169020102002001块料楼
27、地面【碎石垫层120厚;C15商品砼垫层40厚;20厚干硬性水泥砂浆;5厚1:1水泥细纱浆结合;10厚地砖;】m220.001702.0*2.0*520.00171【计算工程量】 20.000(m2)172020101001002水泥砂浆楼面【30厚细石砼找平,1:2水泥砂浆面层20厚;】m2403.032173室内(60.0-0.24*13-4.0)*(7.5-0.24)383.909324.149174-2.0*2.0*14-56.000175-3.76*1.0-3.760176室外(1.5-0.12-0.06)*(60.0-0.24)78.88378.883177【计算工程量】 403.
28、032(m2)178020102002002块料楼地面【20厚1:3水泥砂浆找平层;聚氨酯三遍涂膜防水1.8厚(上翻300);20厚干硬性水泥砂浆;5厚1:1水泥细纱浆结合;300*300防滑地砖;】m255.022179W1(2.0-0.06-0.12)*(2.0-0.12-0.06)*1446.37455.022180(2.3)*3.768.648181【计算工程量】 55.022(m2)182020106003001水泥砂浆楼梯面【1:2水泥砂浆面层20厚;】m215.7921833.76*4.215.792184【计算工程量】 15.792(m2)1850202墙、柱面工程186020
29、201001001墙面一般抹灰【8厚1:2.5水泥砂浆面,12厚1;3水泥砂浆打底;】m2813.173187一层480.501881,16(7.5+0.24)*(3.6+0.15)*258.0558.05189A(4.0*7+0.24)*(3.6-0.12)*2196.55196.55190B(60+0.24)*(3.6+0.15)225.90225.90191二层455.8221921,16(7.5+0.24)*(3.0)*246.4446.44193A(4.0*7+0.24)*(3.0-0.12)*2162.662162.662194B60.24*(3.0)180.72246.72195
30、(1.5-0.12+0.06)*2*1.0*25.76196(60.0+0.12*2)*1.060.24197扣门窗-123.150198M1020-1.0*2.0*22+(1.0+2.0*2)*0.1*22-33.000-33.000199M1520-1.5*2.0*3+(1.5+2.0*2)*0.1*3-7.350-7.350200C1515-1.5*1.5*12+(1.5*4)*12*0.1-19.800-19.800201C1215-1.2*1.5*44+(1.2+1.5)*2*44*0.1-55.440-55.440202C1206-1.2*0.6*21+(1.2+0.6)*0.1*
31、21*2-7.560-7.560203【计算工程量】 813.173(m2)204020201001002墙面一般抹灰【内墙10厚1：1：6混合砂浆底;5厚1：0.3：3混合砂浆面;】m22142.228205半砖206一层58.424207(2.0-0.12)*2*(3.6-0.12)*5-0.7*2.0*558.424208二层238.007209(2.0-0.12)*2*(3.6-0.12)*14-0.7*2.0*14163.587210(4.0-0.24+2.3-0.24)*(3.0)-0.7*2.0*214.66211(60.0-0.12*2)*1.059.76212一砖213一层5
32、09.436214215(7.5-0.24)*2*(3.6-0.3-0.12)*9415.562509.436215(7.5-0.12)*2*(3.6-0.3-0.12)*293.874216二层525.701217215(7.5-0.24)*2*(3.0-0.3-0.12)*12449.539525.701218(7.5-0.12)*2*(3.0-0.3-0.12)*276.162219外墙内侧220一层455.882211,167.5*(3.6-0.12)*252.2052.20222A(4.0*7)*(3.6-0.12)*2194.88194.88223B60*(3.6-0.12)208
33、.80208.80224二层354.782251,167.5*(3.0-0.3-0.12)*238.7038.70226A(4.0*7)*(3.0-0.3)*2151.20151.20227B60*(3.0-0.3)162.00164.88228(1.5-0.12+0.06)*2*1.02.88229【计算工程量】 2142.228(m2)230020204003001块料墙面【卫生间1.8m高;12厚1:3水泥砂浆底;6厚1:0.1:2.5混合砂浆结合层;200*300瓷砖;】m2222.376231(1.8*(2.0-0.12-0.06)*4-0.7*2.0)*(5+14)222.3762
34、32【计算工程量】 222.376(m2)233020203001001零星项目一般抹灰【天沟12厚1:3水泥砂浆打底;8厚1:2水泥砂浆面;】m2306.08234天沟306.08235外侧(60.24+7.74*2+0.4*2)*2*(0.6+0.6+0.1)198.952198.952236内壁(60.24+7.74*2+0.4*2)*2*(0.6+0.1)107.128107.128237【计算工程量】 306.080(m2)2380203天棚工程239020301001001天棚抹灰【6厚1:0.3:3混合砂浆底,6厚1:0.3:3混合砂浆面;】m21000.742240(60.0-
35、0.24*12)*(7.5-0.24+1.5)*21000.742241【计算工程量】 1000.742(m2)2420204门窗工程243020402002001金属推拉门【铝合金半玻门;】m229.402440.7*2.0*2129.40245【计算工程量】 29.400(m2)246020402001001木门m253.00247M10201.0*2.0*2244.0044.00248M15201.5*2.0*39.009.00249【计算工程量】 53.000(m2)250020402005001铝合金推拉窗【铝合金推拉窗;】m2121.32251C15151.5*1.5*1227.0
36、027.00252C12151.2*1.5*4479.2079.20253C12061.2*0.6*2115.1215.12254【计算工程量】 121.320(m2)2550205油漆、涂料、裱糊工程256020506001001抹灰面油漆【内墙面;白水泥批嵌;】m21919.8522572142.228-222.3761919.852258【计算工程量】 1919.852(m2)259020506001002抹灰面油漆【天棚面;白水泥批嵌;】m21000.7422601000.7421000.742261【计算工程量】 1000.742(m2)262020506001003抹灰面油漆【外墙
37、涂料】m21119.253263813.173+306.0801119.253264【计算工程量】 1119.253(m2) 综合单价分析表工程名称：种猪场综合楼 编制人：xxx序号项目编码项目名称项目特征计量单位工程数量综合单价组成综合单价人工费材料费机械费管理费利润10101 土(石)方工程2010101001001平整场地三类土;m2466.2580.110.000.790.230.111.24A1-259履带式推土机75KW推土机平整场地(厚300MM以内)1000M20.75470.000.00490.16140.0467.22767.423010101002001挖土方机械挖土(考
38、虑工作面,不计放坡);三类土;挖土深度1.5M内;坑侧堆土;m3207.1564.570.002.831.860.8910.15A1-3F10人工挖土方深度1.5M以内三类干土M320.71643.400.000.0010.855.2159.46A1-203F11F11反铲挖掘机挖土不装车 斗容量1M31000M30.186254.100.003149.93851.01408.484663.524010103001001土(石)方回填基坑基槽回填;三类土;密实度0.94;m3135.7826.040.002.362.101.0111.51A1-203F11反铲挖掘机挖土不装车 斗容量1M31000M30.095231.000.002863.57773.64371.354239.56A1-
