《土木工程計(jì)算量》word版

1、PAGE 河南工程學(xué)院畢業(yè)設(shè)計(jì)鑫苑中央花園D18#樓預(yù)算設(shè)計(jì)院 別：土木工程專 業(yè)：工程造價(jià)學(xué)生姓名：耿靜亞學(xué) 號(hào)：201020801114指導(dǎo)教師：李豐2013年5月28日編號(hào)名稱單位工程量單價(jià)工程量預(yù)算表合價(jià)其中綜合工日人工合價(jià)材料合價(jià)機(jī)械合價(jià)管理費(fèi)合價(jià)利潤(rùn)合價(jià)含量合計(jì)土石方工程1-1平整場(chǎng)地100m210.57464.134905.854217.91716.06686.648.185.621-38機(jī)械挖土一般土1000m33.512533.559071.22507.127894.76249.74241.148.1828.711-127回填土夯填100m334.683000.4110405

2、4.2276346.98606.20641711.1112961.3012428.6251.21175.621-41余土外運(yùn)100m30.7010402.317292.026.921.53252430.819.389.0624.517.151-128原土打夯100m210.5762.12656.70499.9086.1084.8981.380.9610.15樁與地基基礎(chǔ)工程2-59深層攪拌樁10m3179.421548.21277782.9330165.88133807.890126.2513813.559866.316.111096.262-60空樁費(fèi)10m311.971548.212573

3、.29684.5619.031428.62260.95186.37B1-144碎石墊層10m320.6323325.2020095.453660.08713853.49244.691396.01936.304.7998.82B1-152混凝土墊層10m315.152280.334546.543766.3714780.7777.26361436.476963.499.5143.93砌筑工程3-58加氣混凝土砌塊10m319.0312129.5340528.367855.99729776.6694.201510.681289.549.68184.223-6換M10砂漿磚墻10m3115.64126

4、40.75305380.8267527.41211991.92145.1410593.878025.4913.881605.10編號(hào)名稱單位工程量單價(jià)合價(jià)其中綜合工日人工合價(jià)材料合價(jià)機(jī)械合價(jià)管理費(fèi)合價(jià)利潤(rùn)合價(jià)含量合計(jì)3-6換M7.5砂漿磚墻10m343.7292625.34114803.2325535.1180163.57811.174006.013034.7913.88606.96混凝土及鋼筋混凝土工程4-2換C35混凝土帶型基礎(chǔ)10m334.322795.195927.839666.8944181.58215.43354496.232248.128.63296.184-21換C35基礎(chǔ)梁混

5、凝土10m314.30211730264.636404.9728542.09227.843664.272830.108.78125.554-36換現(xiàn)澆板C25混凝土10m310.452643.6727626.3510280.4763078.22508.134518.563442.707.5879.214-26換圈（過(guò)）梁10m329.0563150.7191547.0324475.953205.31390.229565.243244.3919.59569.214-22換矩形梁C2510m39.6052710.0626030.1263754.30617156.64129.002147.77165

6、8.889.0987.314-40換欄板C2510m31.1194063.784547.371104.292178.1728.85608.65513.6222.9525.684-44換陽(yáng)臺(tái)混凝土C2510m33.3023769.3312446.333115.176567.0579.281448.92724.4621.9472.454-47換直行樓梯C2510m333.904809.52227446.036822.84114854.7192.243173.411586.714.68158.67編號(hào)名稱單位工程量單價(jià)合價(jià)其中綜合工日人工合價(jià)材料合價(jià)機(jī)械合價(jià)管理費(fèi)合價(jià)利潤(rùn)合價(jià)含量合計(jì)4-195換商品

7、混凝土運(yùn)輸費(fèi)10m3149.901197.1229548.493010.01223939.191732.86866.430.5886.944-86預(yù)應(yīng)力空心板10m315.1817474.3112996.4812957.7489435.373667.885107.802298.5621.03319.264-167現(xiàn)澆構(gòu)件鋼筋冷軋帶肋鋼筋t19.4134395.2585321.28512938.7662883.75436.406044.043022.0215.57302.264-168現(xiàn)澆構(gòu)件鋼筋級(jí)鋼筋10以內(nèi)t29.3184172.87122338.5713010.1699456.33769.

8、606075.283034.7110.35303.44編號(hào)名稱單位工程量單價(jià)合價(jià)其中綜合工日人工合價(jià)材料合價(jià)機(jī)械合價(jià)管理費(fèi)合價(jià)利潤(rùn)合價(jià)含量合計(jì)4-169現(xiàn)澆構(gòu)件鋼筋級(jí)鋼筋10以上t41.5954028.5167564.1716150.92138358.71583.117648.493824.249.19382.264-170現(xiàn)澆構(gòu)件鋼筋級(jí)鋼筋綜合t57.8323949.38228400.8516835.47192532.62896.809632.506503.217.03屋面及防水工程7-206換水泥砂漿找平層100m28.653711.026151.752399.913445.88133.7

9、8846.44753.686.757.987-206水泥砂漿找平層100m32.8951048.93035.84802.931152.8844.76283.19252.156.719.407-127高聚物改性瀝青卷材（SBS）防水層(冷貼)厚4mm平面100m28.6535194.6644950.433199.87939695.641086.47967.418.674.427-8仿瓷波形裝飾瓦100m25.81018134.8747264.4112411.7726678.18143.684248.173782.6150.08290.977-106upvc水落管10m20.16415.35837

10、3.462210.5444744.051750.56668.302.5551.41防腐、隔熱、保溫工程8-184換50厚聚苯乙烯保溫板100m28.6532668.2523088.94.26編號(hào)名稱單位工程量單價(jià)合價(jià)其中綜合工日人工合價(jià)材料合價(jià)機(jī)械合價(jià)管理費(fèi)合價(jià)利潤(rùn)合價(jià)含量合計(jì)樓地面工程B1-152混凝土墊層C1510m33.9682321.419212.041620.936361.1833.25618.21414.669.537.707-157聚氨酯防水涂料（平面）100m23.0243683.9211206.48663.163210051.35225.17200.495.115.42B1-

11、42陶瓷錦磚樓地面100m22.4015282.8812724.875032.064490.6650.471932.591178.4149.08117.84B1-4水泥砂漿地面100m248.051911.5443800.1416178.2918606.79831.765104.943078.638.11389.69B1-52地面墊層10m29.0712280.322121.128893.2160942.06146.773391.832275.0122.8206.82B1-76面磚踢腳100m20.4846703.253244.3731163.811248.07125.92446.89359.

12、6956.327.25B1-70水泥砂漿踢腳100m23.48143053.7510631.335239.511928.90486.102021.161355.6635.4123.24B1-154散水10m31.3552857.863873.4778.422574.29723.67296.88199.1313.3618.10編號(hào)名稱單位工程量單價(jià)合價(jià)其中綜合工日人工合價(jià)材料合價(jià)機(jī)械合價(jià)管理費(fèi)合價(jià)利潤(rùn)合價(jià)含量合計(jì)B1-102金屬欄桿扶手10m2.0211224.924754570.951411.89104.51232.33155.847.0114.17墻、柱面工程B2-6混合砂漿 磚、混凝土墻

13、厚15+5mm100m268.941395.8396229.0846185.6625888.351193.3514323.668637.4915.861093.39B2-16水泥砂漿墻面抹灰100m2146.03751470.9320581.0696894.4267355.422419.8430031.1518110.1115.72292.79B5-183防磁涂料100m2131.115397.452104.521706.0916567.698278.605552.723.85504.79B2-83外墻貼面磚100m26.7536757.4545631.3719684.7913175.9815

14、8.637549.795063.8768.17460.35B5-180外墻涂料裝飾100m214.92413336.2199029.458117.91181047.73364.173331.043168.6613.61203.12天棚工程B3-5天棚抹混合砂漿 混凝土面 厚10+2mm100m232.8771236.5740655.2720569.58153.17325.157060.994545.9014.71483.628-184換聚苯板保溫頂棚100m24.1193178.2513093.79754.526017.86261.43175.474.2617.55B3-11水泥砂漿頂棚抹灰1

15、00m29.6781451.0114042.67232.762598.83125.622485.411600.2617.59170.24門窗工程B4-27丙級(jí)防火門100m20.6762594.841938.521118.20812998.84426.48228.84110.1973.83B4-12電子對(duì)講門m215.75373.025875.0715238.13297980.4991.465811.753118.522.5354.38B4-20成品防盜門100m21.0515197.7215957.611246.1413935.5645.612475.272255.02427.628.98編

16、號(hào)名稱工程量單價(jià)合價(jià)其中綜合工日人工合價(jià)材料合價(jià)機(jī)械合價(jià)管理費(fèi)合價(jià)利潤(rùn)合價(jià)含量合計(jì)B4-27鋼制卷簾防火門100m23.25562594.8203746.0715422.74179284.95882.183156.28110.19358.67B4-18成品窗安裝塑鋼推拉門100m24.4920755.5993192.605309.4384749.1522.452024.991086.5827.5123.48B4-15彩鋁地彈門100m21.38628879.0940026.421956.0136836.8487.2487746.01400.3032.8245.49B4-67塑鋼推拉窗100m2

17、4.35719885.4186640.735152.1578447.3921.7851965.011054.3927.5119.82B4-68塑鋼平開窗100m24.82422060.86106421.597750.8198912.4925.212956.121586.2135.75172.46B4-53彩鋁推拉窗100m20.2720068.445418.48261.234987.1716.996599.6353.4622.56.08B4-54彩鋁平開窗100m20.21622451.354849.4992.883775.051.0835.42419.008102.16PAGE 建 筑 工

18、程 預(yù) 算 書工程名稱：鑫苑中央花園D18序號(hào)編號(hào)定額項(xiàng)目單位工程量定額直接費(fèi)單價(jià)總價(jià)（元）一、土（石）方工程1.1-1場(chǎng)地平整10010.57464.134905.85工程量：81.55*(1.8+0.6+6+3.9+0.12*2)+(8.6*0.6+2.84*0.6)*5（首層建筑面積）=1056.962.1-38（換）挖土方1000m2.3632584.51610811工程量: （1.8+0.5）*（2.6+5.1*2）*5（1-1剖面）+（2.1+0.5）*（10.5*2+81.32-2.6*5）（2-2剖面）+（2.4+0.5）*（0.6+6+3.9）*3（3-3剖面）+（3+0.5

19、）*（0.6+6+3.9）（5-5剖面）+（3.3+0.5）*81.31*2（6-6剖面）=2363.48 m3.1-127土方回填100m16.6243000.4149881.04工程量:V=挖土方工程量-砼墊層工程量-碎石墊層-帶型基礎(chǔ)=2363.48-151.51-206.312-343.184=1662.474 m 4.1-41余土外運(yùn)1000m0.70110402.317292.02工程量:V=挖土方工程量-土方回填工程量=701.01 m5.1-128原土打夯10010.5762.12752.27工程量:S=1056.96二、樁與地基基礎(chǔ)工程6.2-59深層攪拌樁10m179.42

20、21548.21277782.93工程量:V=（0.5/2）*(0.5/2)*7.5*1219(根)=1794.22m7.2-61空樁費(fèi)10m11.966215.052573.29空樁量=（0.5/2）*(0.5/2)*0.5*1219=119.61m三、墊層8.B1-144碎石墊層10m20.6311130.5923325.20工程量:V=V = 11 * Arabic * MERGEFORMAT 1-1+V = 22 * Arabic * MERGEFORMAT 2-2+V = 33 * Arabic * MERGEFORMAT 3-3+V = 55 * Arabic * MERGEFOR

21、MAT 5-5+V = 66 * Arabic * MERGEFORMAT 6-6=206.312mV = 11 * Arabic * MERGEFORMAT 1-1=(3.9+1.2)*(1.8+0.5)*0.2*10+2.6*（1.8+0.5）*0.2*5-（1.8+0.5）*0.5*0.5*（1.8+0.5）*0.2*2*5=26.795mV = 22 * Arabic * MERGEFORMAT 2-2=(11.7-1.2)*2*(2.1+0.5)*0.2+(81.31-2.6*5)*(2.1+0.5)*0.2-(2.1+0.5)*(2.1+0.5)*0.25*0.2*2-(1.8+0

22、.5)*（1.8+0.5）*0.25*0.2*10=42.775mV = 33 * Arabic * MERGEFORMAT 3-3=(6.6+3.9)*(2.4+0.5)*0.2*3-(2.4+0.5)*(2.1+0.5)*0.25*0.2*3=17.139mV = 55 * Arabic * MERGEFORMAT 5-5=(6.6+3.9)*(3+0.5)*0.2-(3+0.5)*(2.1+0.5)*0.25*0.2=6.895mV = 66 * Arabic * MERGEFORMAT 6-6=81.55*(3.3+0.5)*0.2*2-(3.3+0.5)*(3+0.5)*0.2-(3

23、.3+0.5)*(2.4+0.5)*0.2*3-(3.3+0.5)*(2.1+0.5)*0.25*0.2*4=112.708m9.B1-152混凝土墊層10m15.1512280.3034548.825工程量:V=V = 11 * Arabic * MERGEFORMAT 1-1+V = 22 * Arabic * MERGEFORMAT 2-2+V = 33 * Arabic * MERGEFORMAT 3-3+V = 55 * Arabic * MERGEFORMAT 5-5+V = 66 * Arabic * MERGEFORMAT 6-6=-mV = 11 * Arabic * MER

24、GEFORMAT 1-1=(3.9+1.2)*(1.8+0.2)*0.1*10+2.6*（1.8+0.2）*0.1*5-（1.8+0.2）*0.5*0.5*（1.8+0.5）*0.1*2*5=11.8mV = 22 * Arabic * MERGEFORMAT 2-2=(11.7-1.2)*2*(2.1+0.2)*0.1+(81.31-2.6*5)*(2.1+0.2)*0.1-(2.1+0.2)*(2.1+0.2)*0.25*0.1*2-(1.8+0.2)*（1.8+0.2）*0.25*0.1*10=19.2768mV = 33 * Arabic * MERGEFORMAT 3-3=(6.6+

25、3.9)*(2.4+0.2)*0.1*3-(2.4+0.2)*(2.1+0.2)*0.25*0.1*3=7.7415mV = 55 * Arabic * MERGEFORMAT 5-5=(6.6+3.9)*(3+0.2)*0.1-(3+0.2)*(2.1+0.2)*0.25*0.1=3.176mV = 66 * Arabic * MERGEFORMAT 6-6=81.55*(3.3+0.2)*0.1*2-(3.3+0.2)*(3+0.2)*0.1-(3.3+0.2)*(2.4+0.2)*0.1*3-(3.3+0.2)*(2.1+0.2)*0.25*0.1*4=109.515m四、混凝土及鋼筋混

26、凝土工程104-2換C35砼帶形基礎(chǔ)10m34.322795.195927.83工程量:V=(25.6+75.047+27.72+11.655+197.832)+(0.74+0.65+0.29+0.625+2.25+0.33+0.55)=343.184 m1-1=*(3.9+1.2)*5+*2.6*5=25.67m2-2=*=75.047m3-3=*(6+0.6+3.9)*3=27.72m5-5=*(6+0.6+3.9)=11.655 m6-6=*(81.31+81.31-4.2*2*5)+*(4.2*2*5)=197.832 mT型接頭：6-6與2-2 =*4 =0.74m2-2與1-1 =

27、*10=0.65m1-1與6-6 =*10=0.29m3-3與2-2 =*3=0.625m3-3與6-6 =(2*0.6 +3.3)/6*0.25*(1.2 -0.2)*4*3 =2.25m5-5與2-2 =(2*0.6+2.1)/6*0.25*(1. 5-0.3)*2 =0.33m5-5與6-6 =(2*0.6+2.1)/6*0.25*(1. 5-0.3)*4 =0.55m11.4-21換C35砼基礎(chǔ)梁10m14.296211730264.632工程量：V=4.133+12.180+9.828+3.406+35.108+4.133+19.404+9.828+3.406+18.116+6.06

28、9+14.749+2.6=142.96mJZL1=(3.9+1.02)*0.7*0.6*2=4.133 m JZL2=2.9*0.7*0.6*10=12.180 mJZL3=7.8*0.7*0.6*3=9.828 m JZL4=8.11*0.7*0.6=3.406 m JZL5=(81.55+1.02*2)*0.7*0.6=35.108 m JZL6=(3.9+1.02)*0.7*0.6*2=4.133 mJZL7=8.4*0.7*0.66*5=19.404m JZL8=7.8*0.7*0.6*3=9.828mJZL9=8.11*0.7*0.6=3.406m JZL10=12.94*0.4*0

29、.7*5=18.116mJZL11=12.94*0.67*0.7=6.069m JZL12=6.02*0.35*0.7*10=14.749mJCL1=2.6*0.4*0.5*5=2.6m (4-22)換矩形梁C3510m18.4952944.3254455.20工程量:V=(2.573+7.56+1.658+2.16+3.78+0.956+1.764+0.956+2.176+1.25+1.248+0.735+1.218+0.956+1.404+0.702+0.702+0.5625+1.62+0.693+0.725+0.18+0.019+0.9+0.648+0.546)*5=184.95 mWK

30、L1=0.35*0.7*10.5=2.573mWKL2=0.4*0.9*10.5*2=7.56m WKL3=0.25*0.65*5.1*2=1.658mWKL4=0.4*0.9*6=2.16m WKL5=0.4*0.9*10.5=3.78mWKL6=0.35*0.7*3.9=0.956m WKL7=0.3*0.7*8.4=1.764mWKL8=0.35*0.7*3.9=0.956m WKL9=0.4*0.8*6.8=2.176mWKL10=0.35*0.65*5.5=1.25m WKL11=0.4*0.8*3.9=1.248mWKL12=0.35*0.7*3=0.735m WKL13=0.3*

31、0.7*2.9*2=1.218mWKL14=0.35*0.7*3.9=0.956m TQL1=0.3*0.6*3.9*2=1.404mTQL2=0.3*0.6*3.9=0.702m TQL3=0.3*0.6*3.9=0.702mL1=0.25*0.5*2.25*2=0.5625m L2=0.2*0.5*16.2=1.62mL3=0.15*0.55*8.4=0.693m L4=0.25*0.5*2.9*2=0.725mL5=0.15*0.3*2*2=0.18m L6=0.15*0.2*0.64=0.019mTL=0.25*0.5*1.8*4=0.9m TL=0.4*0.9*1.8=0.648mL

32、L1=0.3*0.7*2.6=0.546m12.(4-36)換現(xiàn)澆板C25砼量 10m10.4532643.6727634.28工程量： V=(0.6+3.75+2.25+2.5+1.4+0.17*2)*(81.55+0.17*2)+(0.18*2+2.6)*(0.6-0.17+ 0.12)*5-(0.5*0.5*11+0.5*1*2+0.5*0.9*2)*5-0.5*0.5*3*2*0.12=104.53m13.（4-26）換圈（過(guò)）梁C2510m29.5059 3150.7191547.03工程量：WKL+TQL+L+TL+TL+LH+QL+PL+WL=295.059mWKL=0.35*0

33、.7*10.5+0.4*0.9*7.6+0.25*0.65*5.1*2+0.4*0.9*9.4+0.4*0.9*7.6+0.35*0.7*3.9+0.7*0.3*8.4+0.35*0.7*3.9+0.4*0.8*6.8+0.35*0.65*2.6+0.4*0.*6.8+0.35*0.7*3+0.3*0.7*2.9*2+0.35*0.7*3.9=24.616mTQL=0.3*0.6*3.9*2+0.3*0.6*3.9+0.3*0.6*3.9=2.808mL=0.281+1.62+0.693+0.363+0.131+0.019=3.107mTL=0.25*0.5*1.8*4=0.9mTL=0.25

34、*0.5*1.8*3=0.675mLH=0.3*0.7*2.6=0.546mQL=196.1*0.24*0.24*4=45.181mPL=2.6*0.24*0.4*5+2.6*0.2*0.4*5+2.6*0.1*0.4*10+2.38*0.4*0.24*10=5.613mWL=12*10+11.1*0.24*0.24*10+6.6*0.24*0.4*5 =88.589m14.（4-22）換矩形梁C2510m9.60482710.06工程量：V=樓梯梁工程量+陽(yáng)臺(tái)挑梁處梁工程量+單梁工程量= V1+V2+V3=96.048m樓梯梁:V1=0.2*0.35*2.6*12*5+0.24*0.3*2.

35、6*12*5=14.664m陽(yáng)臺(tái)挑梁處梁：陽(yáng)臺(tái)挑梁處梁挑出部分工程量：V2 =1.7*0.24*0.37*5*4+1.1*0.24*0.24*10*4+0.9*0.24*0.24*8*4=7.212m單梁：L1(1)工程量=8.4*0.24*0.37*5*4=14.918mL2(1)工程量=2.9*0.24*0.37*2*5*4=10.301mL3(2)工程量=2.9*0.24*0.3*2*4*5=8.352mL4(1)工程量=2.25*0.24*0.24*2*5*4=5.184mL5(1)工程量=2.25*0.18*0.3*2*5*4=4.86mL6(1)工程量=1.8*0.24*0.37*

36、4*4=2.557mQL1=2.6*0.24*0.3*5*5=4.68mL0=8.4*0.24*0.35*5+4.16*0.24*0.25*10=6.024m復(fù)2 L1=3.0*0.15*0.3*10=1.350mL2=2.25*0.18*0.3*10=1.215mL3=4.2*0.24*0.37*10=3.7296mLa=4.16*0.24*0.45*10=4.493mLb=4.22*0.24*0.45*10=4.558mLc=2.6*0.3*0.5*5=1.95m單梁工程量：V3=14.918+10.301+8.352+5.184+4.86+2.557+4.68+6.024+1.35+1.

37、215+3.7296+4.493+4.558+1.95=74.172m15.（4-40）換欄板10m1.1194063.784547.37工程量：V=0.5（4.2+0.24）0.126個(gè)7=11.186m16.（4-44）換陽(yáng)臺(tái)C2510m3.30023769.33-工程量：二層 1個(gè)標(biāo)準(zhǔn)層 4個(gè)復(fù)式一層 1個(gè)陽(yáng)臺(tái)板工程量：V=V11個(gè)+V24+V31+=(8.4+0.24)*(1.7+0.12)*0.105*5*4=33.022m17.（4-47）換直形樓梯C251033.904809.52227446.03工程量：S=*5=339.0418.4-195商砼運(yùn)輸費(fèi)10m149.901197

38、.1229548.4919.4-86預(yù)應(yīng)力空心板10m15.1817474.30112996.48工程量：YKB3051 標(biāo)準(zhǔn)層 5*10*3+3*10*3=240塊YKB3061 標(biāo)準(zhǔn)層 5*10*3=150塊YKB3951 標(biāo)準(zhǔn)層3*10*3+（復(fù)一）3*10+（復(fù)二）4*10=160塊YKB3961 標(biāo)準(zhǔn)層3*10*3+（復(fù)一）3*10+（復(fù)二）3*10=150塊YKB4251 標(biāo)準(zhǔn)層3*10*3=90塊YKB4261 標(biāo)準(zhǔn)層6*10*3+（復(fù)一）6*10=240塊YKB3051 V1=0.109m240塊=26.16mYKB3061 V2=0.130150塊=19.5mYKB3951

39、V3=0.142m160塊=22.72 mYKB3961 V4= 0.169 m150塊=25.35 mYKB4251 V5=0.153 m90塊=13.77 mYKB4261 V6=0.182 m240塊=43.68 m預(yù)應(yīng)力空心板工程量：V=26.16+19.5+22.72+25.35+13.77+43.68=151.18 m20.4-167冷軋帶肋鋼筋t19.4134395.2585321.285工程量：R7+R9=8170.184+11241.97=19412.154kg=19.413tR7工程量=602.8*5+9752.4+151.3+7252+4969.85+1914.040.3

40、02=27053.59m0.302kg/m=8170.184kgR9工程量=2184*5+755.2*5+566.4*5+4100+901.0050.499=22529.005m0.499kg/m=11241.97kg21.4-168現(xiàn)澆構(gòu)件級(jí)鋼筋10以內(nèi)t29.3184172.87122338.57工程量：10+6+8=29317.608kg=29.318t10工程量=2860.83+779.78+628.80+170.1+70.2+203.2+601.98+208.53+1130.5+2173.22+203.2+762.0+601.98+210.82+1346.2+284.08+1060.

41、8+234.9+12719.56+900+282+240+1757.850.617=30776.73m0.617kg/m=18989.242kg6工程量=1203.840+887.04+769.44+509.44+509.44+219.648+178.304+18375.472+1708.479+889.36+1139.4+18.32+1044.3520.222=26943.095m0.222kg/m=5981.367kg8工程量=196.64+381.44+96+4341.2+3756.86+2232.920.395=11005.06m0.395kg/m=4346.999kg22.4-169

42、現(xiàn)澆構(gòu)件級(jí)鋼筋10以上t41.594684028.5167564.17工程量：12+14=41594.68kg=41.59468t12工程量= 1152.21+687.83+244.78+1449+35286.360.888=34472.32kg14工程量=5777.41+108.8421.21=5886.252m1.21kg/m=7122.36kg23.4-170現(xiàn)澆構(gòu)件級(jí)鋼筋綜合t57.83213949.38228400.85工程量：12+14+16+18+20+22+25=57832.07645kg=57.8321t12工程量=68.0+176.0+115.2+464.4+483+166

43、.4+2793.6+1951.20.888=3717.8m0.888kg/m=3301.4064kg14工程量=15.6+58+46.8+16.22+163.10+15.6+84+46.8+16.22+105+21+102+2134+336+464+464+180+180+172.8+6637.315+347.2+144.4+402.8+6241.21=12776.855m1.21kg/m=15459.99455kg16工程量=1440.8+504+ 180+180+132+86.4+1612.8+123+15.3+432+3121.58=5018.3m1.58kg/m=7928.914kg1

44、8工程量=84+928+84+481.8+6992.0=2276.8m2.0kg/m=4553.6kg20工程量= 52+39+40.55+472.50+52.5+255+827+ 392.47=1777.55m2.47kg/m=4390.5485kg22工程量=39+290+117+40.55+407.75+210+117+40.55+863.5+68+82+418.4 2.98=8027.226kg25工程量= 65+46.8+163.8+56.77+407.75+46.8+378+117+52.5+255+2091.2 3.85=14170.387kg五、屋面及防水工程24.7-206換

45、水泥砂漿找平層1008.6532711.026151.75工程量：屋頂S=(12.575*3.9+8.926*4.2)*10=865.3225.7-206、7-207水泥砂漿找平層1002.8941048.93035.84工程量：室內(nèi)S=48.24+144.72+48.24+48.24=289.4426.7-1274厚SBS防水卷材1008.65325194.6644950.43工程量：S=W1+W2+W3+W4=865.3227.7-8陶瓷波形裝飾瓦1005. 810 18134.8747264. 41工程量：S=W1=581.0128.7-106UPVC 水落管10m20.16415.35

46、8373.46工程量：L=16.8（6+6）=201.6m六、防腐保溫隔熱屋面29.8-184換50厚聚苯乙烯保溫板1008.65322668.2523088.9工程量：S=W2+W3=865.32七、樓地面工程30.B1-152換混泥土墊層C1510m33.96832321.4079212.04工程量：V= V1+V2+V3=6.992+0.45+32.241=39.683m3V1=0.08*87.399=6.992m3V2=0.15*1.2*0.5*5=0.45m3V3=0.04*806.01=32.241m3 31.7-157聚氨酯防水涂料（平面）1003.0243683.9211206

47、.48工程量：S=50.7*6=302.432.B1-42陶瓷錦磚樓地面1002.4015282.8812724.87工程量：S=S地3+S樓3=43.47+197.4=240.0733.B1-4水泥砂漿地面10048.0507911.5443800.14工程量：S=806.01+48.24+50+66.36+144.72+199.08+1654.74+48.24+116.36+551.58+48.24+146.688+475.152=4805.0734.B1-152地面墊層10m9.7012280.3022121.12工程量：V=16.55+49.65+16.55+14.26=97.01mB

48、1-76面磚踢腳1000.4846703.253244.37335.工程量：S踢1=*0.1*5+*0.1*5=48.436.B1-70水泥砂漿踢腳1003.48143053.7510631.33工程量：S踢2=*10*0.1+*10*0.1*4+45.49+(3-0.24-0.8)*10*0.1+*10*0.1=348.1437.B1-154散水10m1.3552857.863873.4工程量：V=0.08S散=0.08(63.24+0.92+12.9+0.24+0.92)2-0.90.96+0.6(4.2-0.24)6=13.550m38.B1-102金屬欄桿扶手10m2.0211224.

49、9024754.00工程量：L=L1+L2+L3=202.09m1-5樓梯L1=(3.08+1.4+2.246)1.15+0.39+0.16+1.25+1.43=38.37m6樓梯L2=(0.46+0.12+0.11)2+0.92+0.0721.153=8.42m15層陽(yáng)臺(tái)0.95m高L3=（1.2+4.2-1.1）6+（1.2+4.2）64=155.4m八、墻、柱面工程39.B2-6混合砂漿10068.9401395.8396229.08工程量：S=17.8*(5.1-0.24+2.6-0.24)*5=642.5840.B2-16水泥砂漿墻面抹灰100146.03751470.9320581

50、.06工程量：S=*2.8-1.6*2.1-1.2*1.45*50+*2.8-0.2*2.1*60+*3.5-3*2.2*2*10+1405.9*50+1232.74+646.604+845.796=14603.7541.B5-183防瓷涂料100131.1135397.4052104.5工程量：S=642.58+1016.2+1421.28+1769.05+1405.9+4217.7+1405.9+1232.74=13111.3542.B2-83外墻貼面磚1006.752756757.4545631.37工程量：S=240+435.275=675.27543.B5-180外墻涂料裝飾1001

51、4.92413336.2199029.45工程量：S=646.604+845.796=1492.4九、天棚工程44.B3-5混合砂漿頂棚抹灰10032.877451236.5740655.27工程量：S=617.94+1853.82+815.985=3287.74545.(8-184)換聚苯板保溫頂棚1004.119813178.2513093.79工程量：S=411.981B3-11水泥砂漿頂棚抹灰1009.677811451.0114042.6工程量：S=411.981+98.24+294.72+114.6+48.24=967.781十、門窗工程B4-27鋼制卷簾防火門1002.91625

52、94.80182150.87工程量：S=0.9*2.1*110+0.8*2.1*70=325.50m2B4-27丙級(jí)防火門1000.6762594.8041938.52工程量：S=0.8*1.6*10+0.6*1.8*(10+10*3+10)=66.8m2B4-12電子對(duì)講門1000.157520516.843231.40工程量：S=1.5*2.1*5=15.75m2B4-20成品防盜門1001.0515197.7215957.61工程量：S=1*2.1*50=105m2B4-18塑鋼推拉門100m24.4920755.5993192.59工程量：S=2.7*2.2*10+2*2.35*40+

53、1.6*2.1*50+1.6*2.1*10=449.40m2B4-68塑鋼平開窗100m24.82422060.86106421.59S=1.5*1.45*25+1.5*1.45*25+1.2*1.45*50+1.2*1.448*10+0.6*1.15*30+0.6*1.35*30+1.8*1.9*25*2+2.5*2.132*10=482.43m2B4-67塑鋼推拉窗100m24.356619885.4186632.78S=1.2*2.2*20+1.2*2*5+2.4*1.18*10+3.1*2.25*30+3.1*1.9*10+0.86*2.25*30+0.86*1.9*10=435.66

54、m2B4-15彩鋁地彈門100m21.38628879.0940026.42S=3.3*2.2*10+3*2.2*10=138.6m2B4-53彩鋁推拉窗100m20.2720068.445418.48S=3*0.9*10=27m2B4-54彩鋁平開窗100m20.21622451.354849.49S=0.6*1.8*20=21.6十一、墻體工程3-58加氣砼砌塊10m19.03162129.5340528.36工程量:V=14.392+39.515+31.164+37.765+28.7+23.8+14.98=190.316m3-6換磚墻M = 10 * Arabic * MERGEFORM

55、AT 10砂漿10m115.64172640.75305380.82工程量：V=28.224+4.919+65.923+34.272+24.192+22.257+13.789+16.387+15.331+20.059+19.375+13.699+5.952+96.526+76.205+197.77+108.864+72.576+49.162+45.794+120.355+39.9816+41.098+23.551=1156.417m3-6換磚墻M = 75 * Arabic * MERGEFORMAT 7.5砂漿10m43.72892625.34114803.23工程量：V=32.175+26

56、.208+49.459+36.288+24.998+32.767+40.118+13.327+13.699+5.952+23.24+9.78+46.152+34.906+16.546+32.674=437.289m鋼筋計(jì)算過(guò)程基礎(chǔ)梁JL1112：?jiǎn)胃L(zhǎng)=2200-240+29.7512=2354 根數(shù)=（3600+600+700-40）/100+16+（3900+900+700+500-240）/100+13=483總計(jì)：2354483=1136982mm10：?jiǎn)胃L(zhǎng)=3600-900=2700 根數(shù)=（2200-240）/200+16=72 總計(jì)=270072=194400mm單根長(zhǎng)=390

57、0+900-1700-900=3200 根數(shù)=（2200-240）/200+13=36 總計(jì)=320036=115200mm合計(jì)=194400+115200=309600mmJL2212: 單根長(zhǎng)=2000-240+29.7512=2154 根數(shù)=(2700+3600+600+1200+1000+900-240)/130+1 6+(3900+600-40)/130+16+(3900+900+700-40)/130+16=746+366+436=918 總計(jì)=2154918=1977372mm10：?jiǎn)胃L(zhǎng)=2700+3600+600+1200+1000-500-40=8560mm 根數(shù)=(200

58、0-240)/200+16=66 總計(jì)=856066=564960mm 單根長(zhǎng)=3900-600-900=2400mm 根數(shù)=（2000-240）/200+16=66 總計(jì)=240066=158400mm 單根長(zhǎng)=3900+900-700-900=3200mm 根數(shù)=（2000-240）/200+16=66 總計(jì)=320066=211200mm 合計(jì)=5649600+158400+211200=934560mmJL3310分布筋：?jiǎn)胃L(zhǎng)=4200-1100-100=3000mm 根數(shù)=(1400-240)/200+16=48 總計(jì)=300048=144000mm 單根長(zhǎng)=4200+600-11

59、00+849+3600-900=7249mm 根數(shù)=（1400-240）/200+12=16 總計(jì)=724916=115984mm 單根長(zhǎng)=3900-900-600=2400mm 根數(shù)=（1400-240）/200+12=16 總計(jì)=240016=38400mm 單根長(zhǎng)=3600+300-600=2700mm 根數(shù)=(1400-240)/200+14=32 總計(jì)=270032=86400mm合計(jì)=144000+115984+38400+86400=384784mm10受力筋：?jiǎn)胃L(zhǎng)=1400-240+29.7510=1515mm根數(shù)=4200/130+16+(4200+600+1100+849

60、+3600+373-40）/130+(3600+600+300-40)/130+14+(3900+600-40)/130+12=346+842+364+362=588總計(jì)=1515588=890820mmJL3a3a10受力筋:單根長(zhǎng)=1400-240+29.7510=1515mm 根數(shù)=(3700+1000-40)/130+16=376=222 總計(jì)=1515222=336330mm10分布筋:單根長(zhǎng)=3700-1100-1000=1600mm 根數(shù)=（1400-240）/200+16=48 總計(jì)=160048=76800mmJL4410受力筋:單根長(zhǎng)=1200-240+29.7510=13