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1、工程量計(jì)算表工程名稱(chēng):C59-62多聯(lián)體別墅工程 清單內(nèi)項(xiàng)目序序號(hào)號(hào)分分項(xiàng)項(xiàng)工工程程名名稱(chēng)稱(chēng)及及說(shuō)說(shuō)明明工工程程量量計(jì)計(jì)算算式式數(shù)數(shù)量量總總量量單單位位 所所在在圖圖紙紙備備注注1 1砌砌3/43/4磚磚外外墻墻333.775m1.1祥見(jiàn)外磚墻計(jì)算表375.859375.8591.2扣門(mén)窗MC1 1.8*2.4*4樘-17.280M1 1.2*2.2*8-21.120C1 1.6*1.5*12-28.800C2 1.2*1.2*4-5.760C3 0.9*1.5*4-5.400C4 0.5*1.5*12-9.0001.3圍墻4.9*1.54*645.2762 2m2.12.22.32.4第1頁(yè)2、,共30頁(yè)mmm個(gè)套kgt支副座樘元棟對(duì)第2頁(yè),共30頁(yè)序號(hào)部位或說(shuō)明段長(zhǎng)度原地面標(biāo)高Y管底標(biāo)高W管底標(biāo)高Y管徑W管徑Y(jié)管D1W管D1兩管距離碎石沙層高度Y管C20砼座W管C20砼座坑上作業(yè)大梯形管溝土方工程量(m3)基座及管占體積(m3)回填土方(m3)挖淤深H1重疊部分H1重疊部分放坡系數(shù)上底 下底上級(jí)土方下級(jí)土方1 YA1-YA225.5 8.2 5.3 5.2 0.37 0.49 0.494 0.6241.5 0.150.235 0.02850.302 0.0498 0.75 6.61 2.26327.8942.1020.50309.50 1.530 8.1 5.4 5.31.5 0.3、150.75 5.751.7301.730.601.80300.531.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.4、000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.00挖淤泥土方(m3)86.4100000000000000管溝土方工程量計(jì)算表工程名稱(chēng)：廣東實(shí)驗(yàn)中學(xué)高中校區(qū)市政工程序號(hào)部位或說(shuō)明段長(zhǎng)度原地面標(biāo)高Y管底標(biāo)高W管底標(biāo)高Y管徑W管徑Y(jié)管D1W管D1兩管距離碎石沙層高度Y管C20砼座W管C20砼座工作面(5、兩邊)管溝土方工程量(m3)基座及管占體積(m3)回填土方(m3)挖淤深度H1重疊部分H1重疊部分上級(jí)土方下級(jí)土方1 YA1-YA225.5 8.2 5.3 5.2 0.37 0.49 0.4940.6241.5 0.150.235 0.02850.302 0.0498 0.6201.8843.28920.496184.677 1.50.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.6、0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000挖淤泥土方(m3)109.3570.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00007、.0000.0000.0000.0000.0000.0000.000工程名稱(chēng)：土方計(jì)算表第7頁(yè)，共30頁(yè)序號(hào)項(xiàng)目編號(hào)同樣件數(shù)長(zhǎng)A（m）寬B（m）高H（m）放坡系數(shù)（K）工作面（C）四錐角體積（m3）單個(gè)體積(m3)土方體積（m3）備注J155.001.501.501.500.330.300.1210.22562.3010.001.5022.001.500.330.300.1290.02900.204.001.2011.001.500.330.300.1241.76167.040.000.000.000.000.000.000.000.000.000.000.000.000.000.000.008、0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00合計(jì)1629.53編制單位：編制人：日期：工程名稱(chēng)：土方計(jì)算表第8頁(yè)，共30頁(yè)序號(hào)項(xiàng)目編號(hào)同樣件數(shù)長(zhǎng)A（m）寬B（m）高H（m）放坡系數(shù)（K）工作面（C）四錐角體積（m3）單個(gè)體積(m3)土方體積（m3）備注編制單位：編制人：日期：工程名稱(chēng)：人工挖孔樁工程量計(jì)算表9、第9頁(yè)，共30頁(yè)序號(hào)人工挖孔樁編號(hào)樁直徑D（m）擴(kuò)底直徑D0(m)樁長(zhǎng)H（m）樁擴(kuò)底高H1（m）樁擴(kuò)底高H2（m）球缺砼高H3(m)同樣件數(shù)圓柱砼(m3)圓臺(tái)砼(m3)球缺砼(m3)孔樁體積（m3）其中樁護(hù)壁樁芯ZJ1-1.21.6001.60011.0000.20030.0663.5040.0000.000663.504173.174498.291ZJ2a-1.21.6001.60011.0000.20016.0353.8690.0000.000353.86992.360265.755ZJ2-1.21.6001.6009.8000.3000.9000.20036.0709.3461.810110、1.085722.241188.505542.403ZJ3-1.21.6001.6008.9000.3001.8000.2003.053.6833.6200.92458.22715.19743.728ZJ4-1.21.6001.8009.8000.3000.9000.20023.0453.1932.0458.925464.164121.147348.587ZJ5-1.21.6001.8008.0000.3002.7000.2003.048.2556.1361.16455.55514.50041.722ZJ6-1.21.6002.0009.5000.3001.2000.20047.0897.7411、13.06722.446923.254240.969693.364ZJ7-1.41.8002.2009.5000.3001.2000.20015.0362.6183.7838.648375.04997.888281.662ZJ8-1.62.0002.6009.2000.3001.5000.2008.0231.2216.2686.422243.91263.661183.1783773.43026.72959.6153859.7731007.4012898.690ZJ9-1.82.2002.8009.2000.3001.5000.20010.0349.7227.3999.300366.42276.12、582293.504ZJ10-2.02.4003.0009.2000.3001.5000.2001.041.6208.6251.06751.31110.72441.100391.34216.02410.367417.73387.306334.604合計(jì)4164.77142.75369.9824277.5061094.7073233.294注：有護(hù)壁樁徑加上護(hù)壁厚度（D+200）。4328.001編制單位：編制人：日期：2005-10-13工程名稱(chēng)：樁豬籠筋工程量計(jì)算表第10頁(yè)，共30頁(yè)序號(hào)人工挖孔樁編號(hào)樁直徑D（m）籠筋長(zhǎng)H（m）直筋()直筋條數(shù)螺旋筋直徑()螺旋筋間距(m)加勁箍筋直徑()加13、勁箍筋個(gè)數(shù)同樣件數(shù)直筋重量合計(jì)(kg)單件螺旋筋重量(kg)螺旋筋重量合計(jì)(kg)加勁箍筋重合計(jì)量(kg)籠筋總重量合計(jì)(kg)ZJ1-1.21.20011.01818.0080.20166.0030.012651.77883.4932504.7941071.97613807.247ZJ2a-1.21.20011.02018.0080.20166.0016.08387.25183.4931335.890571.7219042.465ZJ2-1.21.20011.01818.0080.20166.0036.015182.13383.4933005.7531286.37116551.997ZJ3-14、1.21.20011.02018.0080.20166.003.01572.61083.493250.479107.1981763.300ZJ4-1.21.20011.01818.0080.20166.0023.09699.69683.4931920.342821.84810605.037ZJ5-1.21.20011.02018.0080.20166.003.01572.61083.493250.479107.1981763.300ZJ6-1.21.20011.01818.0080.20166.0047.019821.11883.4933924.1771679.42921584.040ZJ7-15、1.41.40011.02022.0080.20166.0015.09610.39297.3721460.586625.31910333.084ZJ8-1.61.60011.02026.0080.20186.008.06057.459111.256890.047482.3896651.104ZJ9-1.81.80011.02230.0080.20186.0010.010643.102125.1421251.420678.36011446.604ZJ10-2.02.00011.02234.0080.20186.001.01206.218139.030139.03075.3731420.622合計(jì)16、192.096404.36616932.9977507.182104968.801編制單位：編制人：日期：2005-10-13工程名稱(chēng)：樁工程量計(jì)算表第11頁(yè)，共30頁(yè)承臺(tái)編號(hào)樁徑(m)樁壁厚度(m)樁臺(tái)含樁數(shù)（支）樁有效長(zhǎng)(m)同樣件數(shù)樁長(zhǎng)合計(jì)(m)樁芯長(zhǎng)(m)樁芯半徑(m)樁芯搗砼合計(jì)(m3)單個(gè)樁尖重量(kg)樁尖合計(jì)(T)單樁鋼筋數(shù)根樁頭鋼筋截?cái)?根)鑿樁頭長(zhǎng)度(m)鑿樁頭體積(m3)截樁頭合計(jì)(個(gè))電焊接樁(個(gè))ZJ1-4000.40.0951.00025.511280.501.20.110.4625.300.2800.603.1311123ZJ2-4000.40.0952.000217、5.513663.001.20.111.0825.300.6600.603.7002655ZJ3-4000.40.0953.00025.512918.001.20.111.5025.300.9100.603.4153677ZJ4-4000.40.0954.00025.5202040.001.20.113.3325.302.0200.605.69280170小計(jì)563901.504.800.426.36101.203.870.000.002.4015.94153.00 325.13ZJ2-3000.30.0701.00025.510255.001.20.080.2416.460.1600.45118、.2031021小計(jì)10255.001.200.080.2416.460.160.000.000.451.2010.0021.25ZJ3A-5000.50.1253.00025.5176.501.20.130.1841.630.1200.750.55236ZJ4-5000.50.1254.00025.54408.001.20.130.9441.630.6700.752.2091634ZJ3A-5000.50.1255.00025.52255.001.20.130.5941.630.4200.751.1051021小計(jì)77400.381.71124.891.210.000.003.8729.0019、61.63合計(jì)734896.007.808.315.240.0021.01192408其中300255.00C30砼4003901.50500739.504896.00編制單位：編制人：日期：2005-7-7工程名稱(chēng)：砼承臺(tái)工程量計(jì)算表第12頁(yè)，共30頁(yè)序號(hào)承臺(tái)編號(hào)承臺(tái)寬A（m）承臺(tái)寬B（m）承臺(tái)高H1（m）承臺(tái)寬a（m）承臺(tái)寬b（m）承臺(tái)高H2（m）同樣件數(shù)承臺(tái)體積（m3）承臺(tái)模板（）砼墊層體積(m3)墊層模板面積()挖放坡土方備注挖土深度(m)放坡系數(shù)(K)計(jì)放坡體積(m3)無(wú)放坡體積(m3)ZJ1-3002.0002.0001.0003.0012.0024.001.452.642.00020、.3364.6426.46ZJ2-3000.000.000.000.000.000.330.00ZJ1-4000.000.000.000.000.00ZJ2-4000.000.000.000.000.000.330.00ZJ2A-4000.000.000.000.000.001.330.00ZJ3-4002.2992.0761.20016.0078.50122.305.2511.360.330.002.2992.0761.05020.0085.86133.776.5614.201.330.002.2992.0761.00081.00331.19515.9726.5757.512.330.00221、.2992.0761.15011.0051.7280.583.617.813.330.002.2992.0761.1001.004.507.010.330.714.330.002.2992.0761.2501.005.117.960.330.715.330.00合計(jì)133.00568.89891.5944.0994.9464.64編制單位：編制人：日期：2023/10/19工程名稱(chēng)：砼基礎(chǔ)梁工程量計(jì)算表第13頁(yè)，共30頁(yè)梁編號(hào)卡數(shù)梁所在軸線梁寬b（m）梁高h(yuǎn)（m）基礎(chǔ)梁總長(zhǎng)L（m）同樣件數(shù)基礎(chǔ)梁體積(m3)基礎(chǔ)梁模板()架空基礎(chǔ)梁模板()梁底墊層厚度（m）梁底墊層體積(m3)梁底墊層模板(m222、)磚基礎(chǔ)高度(m)磚基礎(chǔ)體積(m3)土方高度(m)土方體積(m3)備注JKL11D0.2500.6005.80021.74013.9200.1000.5222.3200.0001.2006.264JKL22B0.2000.5001.54020.3083.0800.1000.1230.6160.0001.1001.355JKL310.2000.4002.10040.6726.7200.1000.3361.6800.0001.0003.360JKL41A0.2000.5002.70020.5405.4000.1000.2161.0800.0001.1002.376JXL5A0.2500.4000.23、87020.1741.3920.1000.0780.3480.0001.0000.783JKL61C0.2000.4004.00010.3203.2000.1000.1600.8000.0001.0001.600JKL70.2000.5001.9002.00.3803.8000.1000.1520.7601.1001.672JKL810.2000.40010.8001.00.8648.6400.1000.4322.1600.0001.0004.320JKL91B0.2000.5004.8001.00.4804.8000.1000.1920.9600.0001.1002.112JKL101B0.24、2500.4001.3001.00.1301.0400.1000.0590.2600.0001.0000.585JXL11A0.2500.4000.7001.00.0700.5600.1000.0320.1400.0001.0000.315JKL121A0.2500.5000.9001.00.1130.9001.1250.0000.0000.0001KL11AB0.2500.5006.4001.00.8006.4008.0000.0000.0000.0001KL22AB0.2500.40011.0601.01.1068.84811.6130.0000.0000.0001KL3A140.250025、.5001.2501.00.1561.2501.5630.0000.0000.000合計(jì)7.85369.95022.3012.30211.1240.00024.742編制單位：編制人：日期：2023/10/19工程名稱(chēng)：砼矩柱工程量計(jì)算表第14頁(yè)，共30頁(yè)柱編號(hào)所在軸線形狀砼標(biāo)號(hào)周長(zhǎng)軸線層數(shù)柱截面（m）柱高H（m）層數(shù)同樣件數(shù)柱體積（m3）柱模板（）柱占樓面面積()備注柱長(zhǎng)a柱寬b層高板厚BZ1ABCC251.6外底0.3000.5000.7001.032.03.36035.8404.800C251.61-20.3000.5003.9000.1002.032.036.480389.1209.626、00C2500.1000.0000.000BZ1b-cC252底0.5000.5000.7001.07.01.2259.8001.750C2521-20.5000.5003.9000.1002.07.013.300106.4003.50000.0000.000BZ1dC302外底0.5000.5000.7001.010.01.75014.0002.500C252外1-20.5000.5003.9000.1002.010.019.000152.0005.000C3000.1000.0000.000BZ1eC302底0.5000.5000.7001.02.00.3502.8000.500C252127、-20.5000.5003.9000.1002.02.03.80030.4001.00000.0000.0000.000合計(jì)79.265740.36028.650其中C2554.365C302.100注:柱砼體積公式=柱長(zhǎng)*柱寬*(層高-板厚)*層數(shù)*同樣件數(shù)1.8內(nèi)小計(jì)424.960柱模板公式=(柱長(zhǎng)+柱寬)*2*(層高-板厚)*層數(shù)*同樣件數(shù)1.8外小計(jì)315.400占樓面面積公式=柱長(zhǎng)*柱寬*層數(shù)*同樣件數(shù)外軸線小計(jì)201.840編制單位：編制人：日期：2023/10/19工程名稱(chēng)：砼矩柱工程量計(jì)算表第15頁(yè)，共30頁(yè)內(nèi)軸線小計(jì)538.520柱編號(hào)所在軸線形狀砼標(biāo)號(hào)周長(zhǎng)軸線層數(shù)柱截面（m28、）柱高H（m）層數(shù)同樣件數(shù)柱體積（m3）柱模板（）柱占樓面面積()備注柱長(zhǎng)a柱寬b層高板厚編制單位：編制人：日期：2023/10/19工程名稱(chēng)：砼矩柱工程量計(jì)算表第16頁(yè)，共30頁(yè)56.465740.360740.360編制單位：編制人：日期：2023/10/19工程名稱(chēng)：砼矩柱工程量計(jì)算公表第17頁(yè)，共30頁(yè)柱編號(hào)形狀砼標(biāo)號(hào)周長(zhǎng)層數(shù)柱直徑R（m）柱高H（m）層數(shù)同樣件數(shù)柱體積（m3）柱模板（）柱占樓面面積（）備注層高板厚BZ5園C251.885底0.6000.7000.1001.01.00.1701.1310.283園C251.8851-20.6003.9000.1002.01.02.14929、14.3280.566園C201.8853-50.6003.9000.1003.01.03.22421.4910.848園C201.88560.6002.9000.1001.01.00.7925.2790.283園0.0000.0000.000BGGZ1園C302.514底0.8000.7000.1001.01.00.3021.5080.503園C302.51410.8003.9000.1001.01.01.9109.5520.503園C301.8852-50.6003.9000.1004.01.04.29828.6551.131園C301.88560.6002.9000.1001.01.0030、.7925.2790.283獨(dú)立柱合計(jì)13.63687.2224.399C30砼合計(jì)7.302C25砼合計(jì)2.319C20砼合計(jì)4.01513.636編制單位：編制人：日期：2023/10/19工程名稱(chēng)：砼矩梁工程量計(jì)算表第18頁(yè)，共30頁(yè)梁編號(hào)卡數(shù)梁所在軸線內(nèi)外梁梁截面（m）梁總長(zhǎng)L（m）層數(shù)同樣件數(shù)梁體積（m3）梁模板（）占樓面面積（）備注梁寬b梁高h(yuǎn)板厚列式結(jié)果二至六層梁KL111/Y外0.2000.5000.1002.5+4-0.5=6.000512.40030.0006.000KL231/X外0.2000.5000.10025.5-0.5*4-0.3*2=22.900519.160131、14.50022.9000.2000.5000.10025.5-0.5*4-0.3*3=22.600519.040113.00022.600KL32X0.2000.5000.10025.5-0.5*4-0.3*4=22.300518.920111.50022.3000.2500.7500.10025.5-0.5*4-0.3*5=22.0005117.875170.50027.500KL42W外0.2500.5000.10025.5-0.5*4-0.3*6=21.7005554.250569.625135.6250.2500.5000.10025.5-0.5*4-0.3*7=21.400555332、.500561.750133.750外0.3500.5000.10025.5-0.5*4-0.3*8=21.1005573.850606.625184.6250.5000.1000.0000.000KL52V0.2000.5000.10025.5-0.5*4-0.3*10=20.5005973.800922.500184.5000.2500.5000.10025.5-0.5*4-0.3*11=20.2005990.900954.450227.250KL63U0.2500.5000.10025.5-0.5*4-0.3*12=19.900519.950104.47524.875合計(jì)403.654233、58.93991.93其中0.25內(nèi)小計(jì)3652.300梁砼體積公式=梁寬*(梁高-板厚)*梁總長(zhǎng)*層數(shù)*同樣件數(shù)0.25外小計(jì)606.625梁模板公式=梁寬+(梁高-板厚)*2*梁總長(zhǎng)*層數(shù)*同樣件數(shù)其中外軸線小計(jì)1320.750占樓面面積公式=梁寬*梁總長(zhǎng)*層數(shù)*同樣件數(shù)內(nèi)軸線小計(jì)2938.175層高3.9米編制單位：編制人：日期：2023/10/19工程名稱(chēng)：剪力墻體工程量計(jì)算表第19頁(yè)，共30頁(yè)磚墻編號(hào)墻體所在軸線砼標(biāo)號(hào)說(shuō)明長(zhǎng)或?qū)挘╩）墻厚（m）墻高（m）板厚層數(shù)同樣件數(shù)墻體積（m3）模板面積（）備注列式結(jié)果Q1C30地/首10.5轉(zhuǎn)角+1+2.3=13.8000.306.0000.134、001.01.024.426162.840C25二至六21A軸+1B軸+2.3=24.3000.256.0000.1005.01.035.843286.740C20梯屋10.5+1+2.3=13.8000.253.0000.1001.01.010.00580.0400.1000.0000.000Q2C30地/首2.725=2.7250.559.0800.1001.01.013.45948.941C25二至六2.325=2.3250.254.0900.1005.01.02.31918.554C20梯屋0.975=0.9750.254.0900.1001.01.00.9737.7810.1000.35、0000.000Q1C30地/首4.840=4.8400.859.0800.1001.01.036.94486.926C25二至六4.840=4.8400.254.0900.1005.01.04.82838.623C20梯屋4.700=4.7000.254.0900.1001.01.04.68837.5060.1000.0000.000Q18-2/7交B-CC30地/首14.290=14.2900.3010.7300.1001.01.045.571303.805C25二至六14.290=14.2900.254.1000.1005.01.014.290114.320C20梯屋13.150=13.36、1500.254.4000.1001.01.014.136113.0900.1000.0000.000Q3C30地/首1.900=1.9000.2010.7300.1001.01.04.03940.394C25二至六1.900=1.9000.204.0900.1005.01.01.51615.162C20梯屋2.050=2.0500.204.0900.1001.01.00.04116.359合計(jì)213.0781371.081其中C30124.4391235.214 40內(nèi)C2558.79648.941 70內(nèi)C2029.84386.926 100內(nèi)編制單位：編制人：日期：2023/10/19工37、程名稱(chēng)：樓梯工程量計(jì)算表第20頁(yè)，共30頁(yè)樓梯編號(hào)墻體所在軸線說(shuō)明長(zhǎng)（m）寬（m）高（m）同樣件數(shù)砼體積（m3）模板面積（）備注C25砼樓梯步級(jí)1.0780.2800.15024.00.543首層臺(tái)階1.0780.2800.1505.00.113斜板3.5671.0780.1202.00.923平臺(tái)2.1561.600.101.00.345梯梁TL12.1560.200.251.00.108PTL12.1560.150.251.00.081C25砼合計(jì)1.2680.000樓梯模板4.6802.161.010.085編制單位：編制人：日期：2005-9-7工程名稱(chēng)：樓板工程量計(jì)算表第21頁(yè)，共338、0頁(yè)樓板編號(hào)墻體所在軸線說(shuō)明長(zhǎng)（m）寬（m）板厚（m）層數(shù)同樣件數(shù)砼體積（m3）模板面積（）二至五層1/Y-1/X交4-53.2005.4000.104.001.06.91269.1201/X-U交2-521.00012.6000.104.001.0105.8401058.400U-P交2-1/2430.50071.6500.104.001.0874.1308741.300U交5-2148.0000.5000.104.001.09.60096.000R-Q3.2000.6000.104.001.00.7687.6801/X-X交2-4扣樓梯8.8003.0000.104.00-2.0-21.139、20-211.200T-R交2-3扣空位5.9008.8000.104.00-1.0-20.768-207.680T-R交5-1947.8005.8000.104.00-1.0-110.896-1108.960P-Q交21-1/249.40011.6500.104.00-1.0-43.804-438.040S-R交21-1/245.80011.6500.104.00-1.0-27.028-270.280U-T交22-1/248.90011.4500.104.00-1.0-40.762-407.6200.0000.000六層1/Y-1/X交4-53.2005.4000.101.001.01.7240、817.2801/X-U交2-521.00012.6000.101.001.026.460264.600U-P交2-2230.50063.0000.101.001.0192.1501921.500U交5-2148.0000.5000.101.001.02.40024.000R-Q3.2000.6000.101.001.00.1921.9201/X-X交2-4扣樓梯8.8003.0000.101.00-2.0-5.280-52.800T-R交2-3扣空位5.9008.8000.101.00-1.0-5.192-51.920T-R交5-1947.8005.8000.101.00-1.0-27.7241、4-277.240P-Q交21-229.4003.0000.101.00-1.0-2.820-28.200S-R交21-225.8002.0000.101.00-1.0-1.160-11.6000.0000.000天面層1/Y-1/X交4-53.2005.4000.101.001.01.72817.2801/X-U交2-521.00012.6000.101.001.026.460264.600U-P交2-2130.50060.0000.101.001.0183.0001830.000U交5-2148.0000.5000.101.001.02.40024.000R-Q3.2000.6000.1042、1.001.00.1921.9201/X-X交2-4扣樓梯8.8003.0000.101.00-2.0-5.280-52.800T-R交2-3扣空位5.9008.8000.101.00-1.0-5.192-51.920T-R交5-1947.8005.8000.101.00-1.0-27.724-277.2400.0000.000梯屋0.0000.0009.5003.7500.101.004.014.250142.500編制單位：編制人：日期：2023/10/19工程名稱(chēng)：樓板工程量計(jì)算表第22頁(yè)，共30頁(yè)合計(jì)1103.46011034.600屋架斜板X(qián)-T交2-412.90029.4000.143、001.001.037.926379.260扣9.0001.2000.1001.00-1.0-1.080-10.8000.7501.0000.1001.00-3.0-0.225-2.250U-T交5-2149.20013.4000.101.001.065.928659.280扣9.0001.2000.101.00-1.0-1.080-10.8000.7501.0000.1001.00-3.0-0.225-2.250Q-P交2-2265.40013.4000.101.001.087.636876.360扣0.7501.0000.1001.00-6.0-0.450-4.5000.0000.000044、.0000.0000.0000.0000.0000.0000.0000.0000.0000.000合計(jì)188.4301884.300層高3.9米樓板編號(hào)墻體所在軸線說(shuō)明長(zhǎng)（m）寬（m）板厚（m）層數(shù)同樣件數(shù)砼體積（m3）模板面積（）編制單位：編制人：日期：2023/10/19工程名稱(chēng)：樓板工程量計(jì)算表第23頁(yè)，共30頁(yè)183.218180.754175.584編制單位：編制人：日期：2023/10/19工程名稱(chēng)：后澆帶工程量計(jì)算表第24頁(yè)，共30頁(yè)說(shuō)明構(gòu)件編號(hào)長(zhǎng)（m）寬（m）板厚（m）同樣件數(shù)砼體積（m3）模板面積（）備注1、砼后澆帶梁寬高長(zhǎng)二層0.0000.000BKL130.3001.0545、01.002.00.6304.800BL19/BL410.3000.7501.002.00.4503.600BKL15/23/26/290.3000.6501.008.01.56012.800BL240.2000.6501.002.00.2603.000BKL16/18/190.3501.0501.003.01.1037.350BL330.2500.6001.002.00.3002.90019.0天面BWKL110.3001.0801.002.00.6484.920BWL140.2500.5801.006.00.8708.460BWKL140.3000.6801.002.00.4083.32046、BWL180.2500.6801.004.00.6806.440BWKL160.3501.0801.001.00.3782.51015.0小計(jì)34.07.28760.1002、砼后澆帶樓板長(zhǎng)寬厚二層48.6001.000.151.07.29048.6000.0000.000天面48.6001.000.121.05.83248.600小計(jì)13.12297.200合計(jì)20.409157.300編制單位：編制人：日期：2005-7-11工程名稱(chēng)：后澆帶工程量計(jì)算表第25頁(yè)，共30頁(yè)0.60.62.40.41.050.55.55編制單位：編制人：日期：2005-7-11工程名稱(chēng)：門(mén)窗工程量計(jì)算表第2647、頁(yè)，共30頁(yè)序號(hào)門(mén)窗項(xiàng)目門(mén)窗性質(zhì)門(mén)窗編號(hào)門(mén)窗寬（m）門(mén)窗高（m）同樣件數(shù)門(mén)窗洞口面積（）單個(gè)門(mén)窗面積()門(mén)窗實(shí)際面積（）門(mén)窗邊長(zhǎng)度(m)窗臺(tái)寬度(m)上下窗臺(tái)板面積()左右窗側(cè)面積()備注塑料門(mén)單開(kāi)【M1】1.201.8024.051.8402.16049.702144.0000.0000.000雙面夾板門(mén)單開(kāi)【M2】1.002.404.09.6002.4009.19627.2000.0000.000玻璃彈簧門(mén)雙開(kāi)【M3】2.503.304.033.0008.25032.30846.4000.0000.000玻璃彈簧門(mén)【M4】1.803.303.017.8205.94017.36430.60048、0.0000.000玻璃彈簧門(mén)【M5】1.202.402.05.7602.8805.54614.4000.0000.000雙面夾板門(mén)單開(kāi)【M6】0.902.108.015.1201.89014.40748.0000.0000.000【M7】0.802.505.010.0002.0009.51033.0000.0000合計(jì)143.140138.031343.6000.0000.000編制單位：編制人：日期：2005-7-12工程名稱(chēng)：墻體工程量計(jì)算表第27頁(yè)，共30頁(yè)墻體所在軸線墻厚（m）長(zhǎng)或?qū)挘╩）墻高（m）同樣件數(shù)扣洞口墻體面積（）墻體積（m3）墻體總長(zhǎng)(m)備注列式結(jié)果層高梁高洞口計(jì)算式結(jié)49、果()外墻灰砂磚3/4首層橫向A交4/1-110.18=22.3006.001.201.0 2*6+【M1】*2+1*2+3*1.522.82084.22015.16022.30 2KL3A外交3-40.183.8+2.5-0.5*2+2=7.3006.000.602.0 2*6+【M3】*228.50050.3409.06114.60A外交11-120.183.8+2.5-0.5*2+3=8.3006.000.602.0【M3】+【M7】10.25079.39014.29016.60B軸交1-20.185.6轉(zhuǎn)角+18+6-0.8*9=22.4003.500.501.0【M4】*2+【M5】50、14.76052.4409.43922.40合計(jì)76.330266.39047.95075.900注:墻體面積公式=長(zhǎng)或?qū)捊Y(jié)果*(層高-梁高)*同樣件數(shù)-扣洞口結(jié)果編制單位：編制人：日期：2005-7-12工程名稱(chēng)：抹灰含量表第28頁(yè)，共30頁(yè)項(xiàng)目名稱(chēng)分項(xiàng)名稱(chēng)數(shù)量(m2)系數(shù)工程量(m2)備注外抹灰面外柱面100.000.3434.0外梁面100.000.3838.0外墻面100.001.05105.0獨(dú)立柱合計(jì)177.0內(nèi)抹灰面外柱內(nèi)面100.000.5151.0內(nèi)柱面100.000.9090.0外梁內(nèi)面100.000.5757.0內(nèi)梁面100.000.9595.0內(nèi)墻面100.002.0051、200.0獨(dú)立柱合計(jì)493.0編制單位：編制人：日期：2023/10/19工程名稱(chēng)：鋼筋及模板含量表第29頁(yè)，共30頁(yè)序號(hào)項(xiàng)目名稱(chēng)單位砼數(shù)量鋼筋含量（T/m3）模板含量（/m3）鋼筋總量（T）模板總量（）備注1帶型基礎(chǔ)（有梁式）m31.350.08302.20000.112.972帶型基礎(chǔ)（板式）m30.07130.59430.000.003獨(dú)立基礎(chǔ)m30.05102.10700.000.004杯型基礎(chǔ)m30.02631.83600.000.005滿(mǎn)堂基礎(chǔ)(無(wú)梁式)m30.10250.46000.000.006滿(mǎn)堂基礎(chǔ)(有梁式)m30.10501.29500.000.007獨(dú)立樁承臺(tái)m376752、.150.07101.994054.471529.708設(shè)備基礎(chǔ)(5m3內(nèi))m30.03403.20900.000.009設(shè)備基礎(chǔ)(20m3內(nèi))m30.03801.64300.000.0010設(shè)備基礎(chǔ)(100m3(100m3內(nèi))m30.02601.31300.000.0011基礎(chǔ)墊層m31.38300.0012柱m343.150.124810.05005.39433.6613基礎(chǔ)梁m30.12097.89900.000.0014梁m31.300.11589.09920.1511.8315墻m31494.470.08667.4404129.4211119.4516電梯井壁m30.101613.053、0400.000.0017有梁板、平板、拱板m3663.370.10557.163069.994751.7218無(wú)梁板m30.06634.85430.000.0019樓梯(投影面積)733.170.01925.882014.084312.5120懸挑板(投影面積)0.01199.43400.000.0021欄板m30.007133.89800.000.0022天溝挑檐m318.670.057414.30601.07267.0923小型構(gòu)件m31.040.092030.48800.1031.7124扶手m374.62700.0025池槽m30.07700.3500.000.00合合計(jì)計(jì)274.7722460.63其中10內(nèi)82.43030%10外192.33670%合計(jì)274.766100%貳佰柒拾伍275.000編制單位：編制人：日期：2023/10/19工程名稱(chēng)：鋼筋及模板含量表第30頁(yè)，共30頁(yè)24.65550024.6623.66100023.6614.40000014.4018.30000018.3019.40000019.40100.416500100.42200.833000200.8457.38086編制單位：編制人：日期：2023/10/19