畢業(yè)設(shè)計(jì)小學(xué)宿舍樓土建工程工程量計(jì)算

課程設(shè)計(jì)題目：土建工程施工圖預(yù)算的編制教學(xué)系部：土木工程系專業(yè)：建筑工程技術(shù)學(xué)號(hào)：學(xué)生姓名：指導(dǎo)教師：2013年11月11日目錄一、課程設(shè)計(jì)成績(jī)?cè)u(píng)定表二、課程設(shè)計(jì)任務(wù)書三、課程設(shè)計(jì)成果建筑工程概預(yù)算課程設(shè)計(jì)成績(jī)?cè)u(píng)定表姓名學(xué)號(hào)專業(yè)班級(jí)課程設(shè)計(jì)題目：一一般土建工程程施工圖預(yù)算算的編制課程設(shè)計(jì)評(píng)語最終評(píng)定成績(jī)（以以優(yōu)、良、中中、及格、不不及格評(píng)定）指導(dǎo)教師簽字：年月日《建筑工程概預(yù)算》課程設(shè)計(jì)任務(wù)書2013～2014學(xué)年第一學(xué)期學(xué)生姓名：專業(yè)班級(jí)：一、課程設(shè)計(jì)題目一般土建工程施工圖預(yù)算的編制。二、課程設(shè)計(jì)內(nèi)容：1、計(jì)算分部分項(xiàng)工程量2、計(jì)算并匯總直接費(fèi)3、編制工料分析表4、計(jì)算間接費(fèi)、利潤(rùn)、稅金并匯總造價(jià)5、復(fù)核6、編制說明、填寫封面、匯編成冊(cè)三、進(jìn)度安排時(shí)間進(jìn)度安排第14周周一分組，讀懂圖紙，設(shè)設(shè)計(jì)交底，熟熟悉圖紙并收收集有關(guān)資料料。1、以小組為單位會(huì)會(huì)審圖紙2、計(jì)算基數(shù)（三線線一面）3、填寫門窗計(jì)算表表、構(gòu)件體積積計(jì)算表、房房間凈空面積積及周長(zhǎng)計(jì)算算表周二1、計(jì)算基礎(chǔ)工程和土土方工程的工工程量，計(jì)算混凝土和模板工程工程程量；周三1、計(jì)算鋼筋工程工工程量，計(jì)算算砌筑工程、屋屋面及防水工工程、施工技術(shù)措措施項(xiàng)目工程程量，計(jì)算樓樓地面工程、墻柱面面工程、天棚裝飾工程、門窗工程及油漆、涂料工程工程量工程量量的整理周四套預(yù)算定額，計(jì)算算土建單位工工程定額直接費(fèi)，進(jìn)進(jìn)行工料分析析，計(jì)算出人人工、各種材材料及各種機(jī)機(jī)械臺(tái)班用量量周五進(jìn)行費(fèi)用計(jì)算，計(jì)計(jì)算土建單位位工程造價(jià)；；檢查整理設(shè)設(shè)計(jì)成果，寫寫編制說明，填填寫封面，上上交成果。四、基本要求1、計(jì)算正確，書寫整齊，字體端正。2、用表格進(jìn)行計(jì)算，表格應(yīng)統(tǒng)一編號(hào)。3、裝訂順序：封面、編制說明、建筑安裝工程預(yù)算費(fèi)用計(jì)算表、工程預(yù)算表、土建工程量計(jì)算表工料分析表、封底。4、每組裝訂時(shí)復(fù)印一套圖紙，每位同學(xué)上交一份課程設(shè)計(jì)設(shè)計(jì)成果和任務(wù)書。示例工程預(yù)算書工程名稱:某小學(xué)宿舍樓建筑面積:1008.79m2工程造價(jià):柒拾叁萬叁仟柒佰陸拾柒圓捌角貳分（733767.82元）單方造價(jià):柒佰貳拾柒圓叁角柒分（727.37元/m2）編制人:專業(yè)班級(jí):編制日期:編制說明1﹑編制依據(jù)：本工程依據(jù)《全國統(tǒng)一建筑工程基礎(chǔ)定額湖北省統(tǒng)一基價(jià)表》確定工程造價(jià)及其工程量。經(jīng)審定的本工程施工設(shè)計(jì)圖紙及說明。2﹑材料、人工、機(jī)械價(jià)格按照定額中的價(jià)格計(jì)算。3﹑施工組織措施費(fèi)：本工程施工組織措施費(fèi)以直接工程費(fèi)為計(jì)費(fèi)基礎(chǔ)，本工程計(jì)費(fèi)費(fèi)率為1.5％；利潤(rùn)：本工程利潤(rùn)以直接費(fèi)為計(jì)費(fèi)基礎(chǔ)，本工程計(jì)費(fèi)費(fèi)率為7％；施工管理費(fèi)：本工程施工管理費(fèi)以直接費(fèi)為計(jì)費(fèi)基礎(chǔ)，本工程計(jì)費(fèi)費(fèi)率為10％；規(guī)費(fèi)：本工程規(guī)費(fèi)以直接費(fèi)為計(jì)費(fèi)基礎(chǔ)，本工程計(jì)費(fèi)費(fèi)率為6％；稅金：本工程稅金以不含稅工程造價(jià)為計(jì)費(fèi)基礎(chǔ)，本工程綜合稅率為3.42％。4、計(jì)算工程量的依據(jù)及有關(guān)資料：《全國統(tǒng)一建筑工程工程量計(jì)算規(guī)則》、《03G101—1》建筑安裝工程預(yù)算費(fèi)用計(jì)算表編號(hào)費(fèi)用項(xiàng)目計(jì)算式式金額（元）一直接費(fèi)576831.5561直接工程費(fèi)3388.69++4604..57+744307.663+1177821.440+163388.144+11525.422+801331.24++1991883.8+556088..39+48867.688568306.9962措施費(fèi)568306.996×1.55%8524.60二間接費(fèi)92293.0553規(guī)費(fèi)（568306.996+8524..60）×6%34609.8994企業(yè)管理費(fèi)（568306.996+8524..60）×10%57683.166三直接工程費(fèi)、間接接費(fèi)之和568306.996+922933.05660600.001四利潤(rùn)（568306.996+8524..60）×7%40378.211五不含稅工程造價(jià)576831.556+922933.05+403788.21709502.882六稅金（576831.556+922933.05+403788.21）×3.422%24265.000七含稅工程造價(jià)709502.882+242655.00733767.882八單方造價(jià)733767.882/10008.79727.37建筑筑工程土建預(yù)預(yù)算表第1頁共3頁序號(hào)定額編號(hào)工程項(xiàng)目單位數(shù)量總價(jià)（元）其中；人工費(fèi)（元元）其中；材料費(fèi)（元元）其中；機(jī)械費(fèi)（元元）基價(jià)合計(jì)單價(jià)合計(jì)單價(jià)合計(jì)單價(jià)合計(jì)1土石方工程11-41平整場(chǎng)地100m23.4582.81285.6978.12269.5121-1人工挖土方100m32.27474.51077.12447.641016.1431-39土石方回填，夯填填100m31.86970.971806.00729.121356.16186.89347.6241-44人工運(yùn)土方，200m100m30.41536.28219.87505.92207.43小計(jì)3388.692849.25347.623腳手架工程53-1綜合腳手架100m210.09456.354604.57240.562427.25170.391719.2419.57197.464砌筑工程64-2M7.5水泥砂漿漿磚基礎(chǔ)10m32.971688.85015.74302.06897.121276.243790.4314.9144.2874-2M7.5水泥砂漿漿磚墻10m35.61688.89457.28302.061691.541276.247146.9414.9183.5084-25M5.0混合砂漿漿磚墻10m327.541756.5248374.566398.7810982.4001239.2434128.67718.89520.2394-26M7.5混合砂漿漿磚墻10m36.341807.5811460.066398.782528.271287.598163.3218.89119.76小計(jì)74307.63316099.32253229.377767.775混凝土及鋼筋筋混凝土工程程105-1帶形基礎(chǔ)墊層模板板10m31.5657.44986.16238.04357.06303.75455.6378.4117.60115-3帶形基礎(chǔ)模板10m33.37167.5564.4874.15249.8963.91215.3819.9667.27125-25構(gòu)造柱模板10m31.914694.888967.221971.353765.281912.303652.49545.481041.87135-118空心板模板10m35.51050.015775.06429.782363.79528.232905.2732.57179.14145-53遮陽板模板10m30.33380.11125.44156.4951.64186.4561.5315.655.16155-47現(xiàn)澆板模板10m30.731240.98905.92426.27311.18629.39459.4579.1157.75165-35圈梁模板10m31.391749.172431.35973.91353.72493.25685.62183.01254.38175-36窗過梁模板10m30.835046.174188.321869.671551.832598.152156.46292.72242.96185-33單梁、懸臂梁、連連續(xù)梁模板10m31.522656.674038.141109.061685.771145.131740.60252.1383.19195-34異形梁、檐溝、飄飄窗模板10m30.664322.032852.541254.38827.892693.961778.01129.0585.17205-314帶形基礎(chǔ)C100毛石混凝土土10m31.51855.32782.95307.77461.661398.772098.1643.7465.61215-316帶形基礎(chǔ)C200碎石混凝土土10m33.372227.347506.14327.361103.201722.335804.2551.57173.79225-336構(gòu)造柱10m31.912781.265312.21683.241304.991858.553549.8383.38159.26建筑工程土建預(yù)算算表第第2頁共3頁序號(hào)定額編號(hào)工程項(xiàng)目單位數(shù)量總價(jià)（元）其中；人工費(fèi)（元元）其中；材料費(fèi)（元元）其中；機(jī)械費(fèi)（元元）基價(jià)合計(jì)單價(jià)合計(jì)單價(jià)合計(jì)單價(jià)合計(jì)235-464預(yù)制空心板10m35.52814.3115478.711380.382092.092046.7611257.188220.991215.45245-463預(yù)制遮陽板10m30.332543.22839.26376.69124.311801.31594.43220.9972.93255-364C20素混凝土10m30.43202.2286.9551.3422.08130.1555.969.283.99265-359現(xiàn)澆板10m30.732145.421566.16452.85330.581465.881070.0983.3860.87275-346圈梁10m31.392653.033687.71651.74905.921769.082459.0283.38115.90285-347窗過梁10m30.832716.732254.89701.84582.531779.081476.6483.3869.21295-344單梁、懸臂梁、連連續(xù)梁10m31.522518.913828.74434.99661.181859.302826.1483.38126.74305-345異形梁、檐溝、飄飄窗10m30.662557.441687.91468.22309.031862.421229.2083.3855.03315-247預(yù)制構(gòu)件鋼筋Φ55t1.754630.628116.78908.921593.203103.025439.13356.57625.01325-221現(xiàn)澆構(gòu)件圓鋼筋ΦΦ6t2.413287.147922.01638.851539.632424.825843.8237.4190.16335-222現(xiàn)澆構(gòu)件圓鋼筋ΦΦ8t0.453028.441362.80414.41186.482390.261075.6252.3523.56345-223現(xiàn)澆構(gòu)件圓鋼筋ΦΦ10t0.462880.71325.12299.83137.922374.371092.2143.4419.98355-224現(xiàn)澆構(gòu)件圓鋼筋ΦΦ12t3.132969.229293.66245.52768.482462.967709.0692.67290.06365-235現(xiàn)澆構(gòu)件螺紋鋼筋筋12t1.33095.84024.54267.1347.232546.563310.53106.91138.98375-236現(xiàn)澆構(gòu)件螺紋鋼筋筋14t1.483034.214490.63223.94331.432540.373759.7598.15145.26385-237現(xiàn)澆構(gòu)件螺紋鋼筋筋16t1.083005.393245.82202.37218.562536.402739.3196.5104.22395-238現(xiàn)澆構(gòu)件螺紋鋼筋筋18t0.292982.38864.89175.0950.782550.51739.6587.9725.51405-239現(xiàn)澆構(gòu)件螺紋鋼筋筋20t0.442961.491303.06160.9570.822545.631120.0887.2838.40415-240現(xiàn)澆構(gòu)件螺紋鋼筋筋22t0.122930.39351.65143.8417.262543.68305.24779.24小計(jì)117821.44025660.41179365.5776054.556構(gòu)件運(yùn)輸及安裝426-1預(yù)制空心板運(yùn)輸10m312.2781.779537.5967.4822.2821.30259.86648.767914.87436-331預(yù)制空心板安裝10m312.2561.526850.54166.662033.2535.58434.08327.53995.50小計(jì)16388.1442855.53693.9411910.3778屋面及防水工程448-87卷材防水三氈四油油100m21.9527355333.25311.99608.382268.184422.95458-79塑料（PVC）落落水管10m3.05283.36864.2553.82164.15213.50651.18468-81塑料雨水口10個(gè)0.2279.6955.9480.116.02183.7636.75建筑筑工程土建預(yù)預(yù)算表第3頁共3頁序號(hào)定額編號(hào)工程項(xiàng)目單位數(shù)量總價(jià)（元）其中；人工費(fèi)（元元）其中；材料費(fèi)（元元）其中；機(jī)械費(fèi)（元元）基價(jià)合計(jì)單價(jià)合計(jì)單價(jià)合計(jì)單價(jià)合計(jì)478-83塑料水斗10個(gè)0.2284.9957.0066.4613.29202.4040.48488-171架空隔熱層100m21.472788.764099.52750.21102.791799.712645.5781119.07小計(jì)10409.9661904.647796.93119.0711門窗工程4911-300鋁合金推拉窗雙扇扇，帶亮100m22.320992.348282.2223744.558612.4715475.79935594.322583.691342.495011-85單扇膠合板木門100m21.0912583.813716.3661557.691697.889902.3010793.511411.54448.585111-283單扇鋁合金門，帶帶亮100m20.4930399.514895.7664201.622058.7923893.40011707.777583.69286.015211-466門窗貼臉100m8.8367.833236.9037.45329.56302.152658.927.4165.21小計(jì)80131.24412698.70060754.5112142.2812樓地面工程程5312-2三合土墊層10m31.71152.671959.54319.92543.86752.751279.6814.7525.085412-19地面找平層100m27877.586143.06263.381843.66538.693770.8325.84180.885512-27地面面層100m20.17807.82137.33254.743.30490.4983.3816.92.875612-28樓梯找平層100m20.763307.062513.371679.451276.381393.191058.8247.2335.895712-62樓地面花崗巖塊料料面層100m26.7921123.7143429.992599.424070.0619311.700131126.44416.9114.755812-63樓梯花崗巖塊料面面層100m20.5630831.217265.4881564.14875.9227499.05515399.47722.8712.815912-66踢腳板100m1.53230.564845.84157.48236.222887.734331.602.493.746012-161不銹鋼管扶手，有有機(jī)玻璃板10m13.052860.4937329.399286.693741.302319.3330267.26692.561207.916112-165不銹鋼管扶手彎頭頭10個(gè)3.4426.831451.22165.91564.0943.67148.48193.09656.51小計(jì)199183.88011466.477174241.5542201.0313墻柱面裝飾飾工程6213-1內(nèi)墻抹灰100m221.86558.7312213.844319.926993.45190.284159.5216.9369.436313-23零星抹灰100m24.8718989243.261525.77430.16246.481200.3618.3989.566413-41檐溝底混合砂漿100m20.222057.61452.671627.13357.97295.6265.0418.394.056513-177釉面磚外墻100m26.685116.5634178.6221541.5710297.6993266.4821820.09918.89126.19小計(jì)56088.39925079.27727245.000589.2214天棚裝飾工工程6614-1混凝土面天棚石灰灰砂漿抹灰100m28.87548.784867.68313.722782.70189.551681.3114.42127.91合計(jì)568306.996104123.662407447.22824489.988工料分析表第1頁共2頁序號(hào)123456789101112131415定額編號(hào)4-24-24-254-265-2475-2215-2225-2235-2245-2355-2365-2375-2385-2395-240工程項(xiàng)目M7.5水泥砂漿漿磚基礎(chǔ)M7.5水泥砂漿漿磚墻M5.0混合砂漿漿磚墻M7.5混合砂漿漿磚墻預(yù)制構(gòu)件鋼筋Φ55現(xiàn)澆構(gòu)件圓鋼筋ΦΦ6現(xiàn)澆構(gòu)件圓鋼筋ΦΦ8現(xiàn)澆構(gòu)件圓鋼筋ΦΦ10現(xiàn)澆構(gòu)件圓鋼筋ΦΦ12現(xiàn)澆構(gòu)件螺紋鋼筋筋2現(xiàn)澆構(gòu)件螺紋鋼筋筋14現(xiàn)澆構(gòu)件螺紋鋼筋筋16現(xiàn)澆構(gòu)件螺紋鋼筋筋18現(xiàn)澆構(gòu)件螺紋鋼筋筋20現(xiàn)澆構(gòu)件螺紋鋼筋筋22單位10m310m310m310m3ttttttttttt數(shù)量2.9703.43027.5406.3401.7502.4100.4500.4603.1301.3001.4801.0800.2900.4400.12人工（工日）定額量12.18012.18016.08016.08036.65025.76016.71012.0909.90010.7709.0308.1607.0606.4905.800合計(jì)36.17041.780442.840101.95064.13862.0827.5205.56130.98714.00113.3648.8132.0472.8560.690水泥砂漿M7.55（m3）定額量2.3602.360合計(jì)7.0108.090水泥石灰砂漿M55.0(m33）定額量2.250合計(jì)61.970水泥石灰砂漿M77.5(m33）定額量2.250合計(jì)14.270標(biāo)準(zhǔn)磚240×1115×533（千塊）定額量5.2365.2365.4005.400合計(jì)15.55017.960148.72034.240水m3定額量1.0501.0501.0601.0605.1000.1500.1500.1500.1500.1200.1200.080合計(jì)3.1193.60229.1906.7208.9250.4700.1950.2220.1620.0350.0530.010灰漿攪拌機(jī)2000L（臺(tái)班）定額量0.3000.3000.3800.380合計(jì)0.8901.03010.4702.410冷軋帶肋鋼筋Φ55以下（t）定額量1.090合計(jì)1.908圓鋼Φ6（t）定額量1.020合計(jì)2.458圓鋼Φ8（t）定額量1.020合計(jì)0.459圓鋼Φ10（t）定額量1.020合計(jì)0.469圓鋼Φ12（t）定額量1.045合計(jì)3.271工料分析表第2頁共2頁序號(hào)123456789101112131415定額編號(hào)4-24-24-254-265-2475-2215-2225-2235-2245-2355-2365-2375-2385-2395-240工程項(xiàng)目M7.5水泥砂漿漿磚基礎(chǔ)M7.5水泥砂漿漿磚墻M5.0混合砂漿漿磚墻M7.5混合砂漿漿磚墻預(yù)制構(gòu)件鋼筋Φ55現(xiàn)澆構(gòu)件圓鋼筋ΦΦ6現(xiàn)澆構(gòu)件圓鋼筋ΦΦ8現(xiàn)澆構(gòu)件圓鋼筋ΦΦ10現(xiàn)澆構(gòu)件圓鋼筋ΦΦ12現(xiàn)澆構(gòu)件螺紋鋼筋筋12現(xiàn)澆構(gòu)件螺紋鋼筋筋14現(xiàn)澆構(gòu)件螺紋鋼筋筋16現(xiàn)澆構(gòu)件螺紋鋼筋筋18現(xiàn)澆構(gòu)件螺紋鋼筋筋20現(xiàn)澆構(gòu)件螺紋鋼筋筋22單位10m310m310m310m3ttttttttttt數(shù)量2.9703.43027.5406.3401.7502.4100.4500.4603.1301.3001.4801.0800.2900.4400.12鍍鋅鐵絲22#（kg）定額量9.13015.6708.8005.6404.6204.6203.3902.6003.0202.0501.670合計(jì)15.97837.7653.9602.59414.4616.0065.0172.8080.8760.9020.2電焊條（kg）定額量7.2007.2007.2007.2009.6009.6009.600合計(jì)22.5369.36010.6567.7762.7844.2241.150鋼筋調(diào)直機(jī)Φ144（臺(tái)班）定額量0.730合計(jì)1.278點(diǎn)焊機(jī)長(zhǎng)臂75KKVA（臺(tái)班）定額量2.110合計(jì)3.693鋼筋切斷機(jī)Φ400（臺(tái)班）定額量0.4400.1600.1600.1100.0900.1000.1000.1100.1000.0900.090合計(jì)0.7700.3860.0720.0510.2820.1300.1480.1190.0290.0400.010電動(dòng)卷揚(yáng)機(jī)單筒慢慢速5t（臺(tái)班）定額量0.3700.3200.3000.2800.3100.2200.1900.1700.1600.140合計(jì)0.8920.1440.1380.8760.4030.3260.2050.0490.0700.020鋼筋彎曲機(jī)Φ400（臺(tái)班）定額量0.8000.5800.4600.2600.2100.2300.2000.1700.200合計(jì)0.3600.2671.4400.3380.3110.2480.0580.0750.020直流電焊機(jī)30KKW（臺(tái)班）定額量0.4500.5300.5300.5300.5000.5000.460合計(jì)1.4090.6890.7840.5720.1450.2200.060對(duì)焊機(jī)75KVAA（臺(tái)班）定額量0.0500.1100.1100.1100.0900.1000.060合計(jì)0.1570.1430.1630.1190.0260.0440.010螺紋鋼筋Φ12（t）定額量1.045合計(jì)1.359螺紋鋼筋Φ14（t）定額量1.045合計(jì)1.547螺紋鋼筋Φ16（t）定額量1.045合計(jì)1.129螺紋鋼筋Φ18（t）定額量1.045合計(jì)0.303螺紋鋼筋Φ20（t）定額量1.045合計(jì)0.460螺紋鋼筋Φ22（t）定額量1.045合計(jì)0.130√土建工程量計(jì)算表第1頁共5頁序號(hào)分項(xiàng)工程名稱單位計(jì)算式基數(shù)計(jì)算mL外中=(19.444-0.224+9.44)×2-22.4+0..24=555.04mL外邊=(19.444+9.44+0.244)×2-22.4+0..24=566mL內(nèi)邊=[(4.55-0.244)×2+((4.2-00.24)]]×2+(5.4-0..24)×22+(19..2-0.224)+(44-0.244)×5=773.04室內(nèi)凈長(zhǎng)線mL內(nèi)凈=[(3.33-0.244+4.0--0.24))×2×2++(3-0..24+4..0-0.224)×2++(5.4-0.244)×2+((8.4-00.24)××2+(1..8-0.224+2.77-0.244)×2+((2.7-00.24+22.4-0..24)×22]×2+55.4×2++2.4-00.24=1181.444m2S底=19.44×((9.4+00.24)++(6.3++0.24))×(1.88-0.066)×2×00.5=1998.78一、基礎(chǔ)工程1人工平整場(chǎng)地m2198.78+[[(19.444+11..38)×22+(1.88-0.066)×2]××2+16==345.0022人工挖基槽(不放放破，兩邊各各留300mm工作面，不不支擋土板)軸線截面尺寸(B×HH)A-A軸(基礎(chǔ)33-3)2.2×1.066m32.2×19.22×(1.660-0.554)=444.77B-B軸(基礎(chǔ)22-2)1.9×1.066m3[1.9×(2..4+1.88)×(1..60-0..54)]××2=16..92B-B軸(基礎(chǔ)11-1)1.5×1.066m31.5×(4.22+2.4++4.2)××(1.600-0.544)=17..17B-B軸∑m316.92+177.17=334.09C-C軸(基礎(chǔ)22-2)1.9×1.066m3[1.9×(2..4+1.88)×(1..60-0..54)]××2=16..92土建工程量計(jì)算表表第2頁共5頁序號(hào)分項(xiàng)工程名稱單位計(jì)算式D-D軸(基礎(chǔ)22-2)1.9×1.066m3[1.9×(2..4+1.88)×(1..60-0..54)]××2=16..92D-D軸(基礎(chǔ)11-1)1.5×1.066m31.5×(4.22+2.4++4.2-11.1×2))×(1.660-0.554)=133.67D-D軸∑m316.92+133.67=330.591-1軸、13--13軸(基礎(chǔ)3-3)2.2×1.066m32.2×4×(11.60-00.54)==9.331-1軸、13--13軸(基礎(chǔ)2-2)1.9×1.066m31.9×(2.77+2.7--0.95))×(1.660-0.554)=8..961-1軸、13--13軸∑m39.33+8.996=18..292-2軸、12--12軸(基礎(chǔ)2-2)1.9×1.066m31.9×(2.77-1.9))×(1.660-0.554)=1..613-3軸、11--11軸(基礎(chǔ)4-4)2.4×1.066m32.4×(4.00-1.1--0.9)××(1.600-0.544)=4.9964-4軸、10--10軸(基礎(chǔ)3-3)2.2×1.066m31.9×2.7××(1.600-0.544)=6.3304-4軸、10--10軸(基礎(chǔ)1-1)1.5×1.066m31.5×(2.77-0.955×2)×((1.60--0.54))=1.2774-4軸、10--10軸∑m36.30+1.227=7.5575-5軸、7-77軸、9-9軸(基礎(chǔ)4-4)2.4×1.066m32.4×(4.00-1.1--0.75))×(1.660-0.554)=5..476-6軸、8-88軸(基礎(chǔ)4-4)2.4×1.066m32.4×(5.44-0.755×2)×((1.60--0.54))=9.922人工挖基槽∑m344.77+344.09+116.92++30.599+18.229×2+11.61×22+10.996×2+77.57×22+5.477×3+9..92×2==227.4483C10毛石混凝土土基礎(chǔ)墊層基礎(chǔ)1-1m[10.8×2--1.1×22+(2.77-0.955×2)×22]=21m321×0.9×00.1=1..89基礎(chǔ)2-2m(2.4+1.8))×6+(22.7+2..7-0.995)×2++(2.7--1.9)××2=35..7m335.7×1.33×0.1==4.64基礎(chǔ)3-3m19.2+4×22+2.7××2=32..60m332.60×1..60×0..1=5.222基礎(chǔ)4-4m(4.0-1.1--0.95))×2+(44.0-1..1-0.775)×3++(2.7++2.7-00.75×22)×2=118.15m318.15×1..8×0.11=3.277∑m31.89+4.664+5.222+3.227=15..024C20混凝土基礎(chǔ)礎(chǔ)基礎(chǔ)1-1m321×[0.355×0.355+2×(00.2+0..25)×((0.7-00.35)××0.5×00.5]=44.23基礎(chǔ)2-2m335.7×[0..35×0..35+2××(0.2++0.25))×(1.11-0.355)×0.55×0.5]]=10.440基礎(chǔ)3-3m332.60×[00.35×00.35+22×(0.22+0.255)×(1..4-0.335)×0..5×0.55]=11..70基礎(chǔ)4-4m318.15×[00.35×00.35+22×(0.22+0.255)×(1..6-0.335)×0..5×0.55]=7.333∑m34.23+10..40+111.70+77.33=333.665±0.000以下下磚基礎(chǔ)m3(21+35.7++32.600+18.115)×0..24×1..06=299.66四、腳手架工程6綜合腳手架m2198.78×55+(5.44+0.244)×(2..4+0.224)=10008.799五、混凝土及鋼筋筋混凝土工程程7挑梁：XL2、WWXL2m3[(2.7+1..8-0.224)×0..3×0.225]×200=6.399XL3、WXL33m3[(2.7-0..12)×00.25×00.3+(00.3+0..35)×((1.8-00.12)××0.5×00.25]××10=3..3土建工程量計(jì)算表表第3頁共5頁序號(hào)分項(xiàng)工程名稱單位計(jì)算式8連系梁：L1、WWL1m3[(3.3+3..0)×0..2×0.33]×10==3.789單梁：L4、WLL4m3[(2.7-0..24)×00.25×00.3]×110=1.885L5、WL5m3[(4.2-0..24)×00.25×00.3]×110=2.997WL6m3(2.4-0.244)×0.225×0.33=0.16610窗過梁(1-5層層)m3[(1.5+0..5)×100+(1.88+0.5))×10+((0.9+00.5)×110+(1..0+0.55)×10++(2.1++0.5)××20]×00.24×00.18+22.97=88.3311圈梁(1-5層、女兒兒墻壓頂、梯梯頂)m3(55.04+(119.2-00.24)++(1.8++2.4)××2+(4--0.24))×5+(55.4-0..24)×22+(2..7-0.224)×4--0.24××18)×00.24×00.18×55+(2.44+5.4--0.24))×2×0..24×0..18+(555.04--23×0..24)×00.24×00.18-88.33-((2.7-00.12)××0.25××0.3×330=13..9412檐溝m30.42×0.008×19..44+(00.36-00.08)××0.06××[19.444+(0..42-0..06)×22]=113飄窗m3[(0.1×0..48×1..0)×2++0.25××0.1×11.0+0..24×2..4×0.118]×100=2.25514預(yù)制遮陽板m3(2.1×8+6..03×100+2.4××10)×((0.3+00.24)××0.06==3.2815遮陽板上的素混凝凝土m3(1.5×8+5..43×100+1.8××10)×00.5×0..3×0.33+(2/33)×0.33×0.3××0.3×228=4.3316樓梯m2(2.4-0.244)×(5..4-0.224)×5==55.73317衛(wèi)生間現(xiàn)澆板m3(2.4+1.8--0.24))×(2.77-0.244)×0.008×8=66.2318現(xiàn)澆梯頂板m3(5.4-0.244)×(2..4-0.224)×0..1=1.11119構(gòu)造柱種類高度(m)GZ17.55m3[(16.4+11.15)××0.24××0.24]]×12=112.1216.15m316.15×0..24×0..24×4==3.72GZ118.55m3[(17.4+11.15)××0.24××0.24]]×2=2..14YZ1.11m31.11×0.112×0.112×20==0.4女兒墻增設(shè)GZ1.4m31.4×0.244×0.244×9=0..72∑m312.12+3..72+2..14+0..4+0.772=19..120預(yù)制板型號(hào)數(shù)量m3YKB305124m30.1117×224=2.668YKB30526m30.1117×66=0.677YKB335124m30.123×244=2.955YKB33526m30.123×6==0.74YKB275164m30.1005×664=6.443YKB275216m30.1005×116=0.440YKB425180m30.1567×880=12..54YKB425220m30.1567×220=3.113YKB336196m30.1459×996=14..01YKB336224m30.1459×224=3.550YKB306148m30.1326×448=6.336YKB306212m30.1326×112=1.559∑m32.68+0.667+2.995+0.774+6.443+0.44+12.554+3.113+14..01+3..5+60336+1.559=5521鋼筋Φ6t10853.311×0.2222/10000=2..41Φ8t1132.06×0.3995/10000=0.445Φ10t749.00××0.6177/10000=0.466土建工程量計(jì)算表表第4頁共5頁序號(hào)分項(xiàng)工程名稱單位計(jì)算式Φ12t3527.20×0.8888/10000=3.11312t1460.27×0.8888/10000=1.33014t1220.65×1.211/10000=1.48816t683.09××1.58//1000==1.0818t146.96××2.00//1000==0.2920t178.21××2.47//1000==0.4422t40.56×2..98/10000=0..12七、門窗工程22鋁合金推拉窗m2(1.5×1.8××2+1.88×1.8××2+0.99×1.8××2+3.996×1.88×2+1..0×1.88×2)×55=1644.8823MC1鋁合金門m20.9×2.7××4×5=448.6鋁合金窗m21.2×2.7××4×5=664.824單扇膠合板木門m20.9×2.1××41+0..8×2.11×10+00.7×2..1×10==108.99925貼臉m[(1.5+1..8)×2++(1.8++1.8)××2+(0..9+1.88)×2+((3.96++1.8)××2+(11.0+1..8)×2]]×10+((0.9+22.1)×22×41+((0.8+22.1)×22×10+((0.7+22.1)×22×10+((2.1+22.7)×22×20=8879.56626木窗單層運(yùn)輸m2164.8827木門單層運(yùn)輸m2108.9928MC1單層運(yùn)輸m2113.4八、鋼筋混凝土及及構(gòu)件運(yùn)輸29預(yù)制空心板運(yùn)輸m3121.33×11.013==121.99130預(yù)制遮陽板運(yùn)輸m33.28×1.0013=3..3231預(yù)制空心板安裝m3121.33×11.005==121.99432預(yù)制遮陽板安裝m33.28×1.0005=3..3033預(yù)制空心板接頭灌灌縫m3121.33九、砌筑工程34M7.5水泥砂漿漿內(nèi)墻m3(71.2-4×00.24)××1.15××0.24==19.39935M7.5水泥砂漿漿外墻m3(57.2-14××0.24))×1.155×0.244=14.88636M7.5混合砂漿漿內(nèi)墻m3(71.2-4×00.24)××(3-0..18)×00.24-((4×1.889+1.668+1.447)×2××0.24==41.12237M7.5混合砂漿漿外墻m3(57.2-14××0.24))(3-0..3)×0..2(2.77+2×4..59+3..24+2..5+1.662+7.128)×22×0.244=22.22338M5.0混合砂漿漿內(nèi)墻m341.12×4++[(5.44-0.244)×2+((2.4-00.24)]]×(2.44-0.188)×0.224-1.889×0.224=1700.6839M5.0混合砂漿漿外墻m322.23×4++(57.22-14×00.24)××(1.4--0.18))×0.244=104..68十、樓地面工程40基槽回填土m3227.48-115.02--33.666=178..841室內(nèi)回填土m3(0.54-0.55)×[(33.3-0..24)×((4-0.224)×4++(3.0--0.24))×(4-00.24)××2]+0..06×[((2.4-00.24)××(2.7--0.24))×2]+00.24[((1.8-00.24)××(2.7--0.24))×2]+((0.54--0.5)××[(4.22-0.244)×2.77+(2.77-0.244)×(8.4-0.244)]×2==7.6142人工運(yùn)土m3227.48-1178.8--7.61==41.077十一、屋面工程43屋面找平層m2169.744三氈四油防水層m2169.7+(00.4+0..006)××56=1995.4645剛性屋面m2(19.2+0.224)×(99.4+0..24)=1187.4土建工程量量計(jì)算表第5頁共5頁序號(hào)分項(xiàng)工程名稱單位計(jì)算式46屋面隔熱層、架空空層m2187.4-（119.44++8.16）*0.744*2=1446.5547100PVC落水水管m(14.7+0.554)×2==30.48848雨水口個(gè)249水斗個(gè)2十二、樓地面工程程50地面墊層m30.1×169..7=16..9751地面找平層m216.9752地面面層m216.9753樓面找平層m2169.7×4==678.8854樓面花崗巖塊料面面層m2169.7×4==678.8855樓梯找平層m211.14×5××1.3655=76.00356樓梯花崗巖面層m211.14×5==55.757不銹鋼管扶手m9×3.17+22.38+00.56+((6.3+33.6)×22×5=1330.4758不銹鋼管扶手彎頭頭個(gè)34十三、裝飾工程59樓梯底面抹灰m211.14×1..3×5=72.40060陽臺(tái)抹灰m2(1.8-0.066)×6.33×2×2..5×5=2274.05561樓梯側(cè)面抹灰m214.3762陽臺(tái)底面抹灰m2(1.8-0.066)×6.33×2×5==109.66263天棚抹石灰砂漿m2[(2.7-0..24)×((2.4-00.24)××2+(1..8-0.224)×(22.7-0..24)×22+[(4..2-0.224)×2..7+(2..7-0.224×8.44)]×2++(3.3--0.24))×(4-00.24)××4+(3--0.24))×(4-00.24)××2]×6==886.66664內(nèi)墻抹灰m2[173.88××(3-0..12)-33.96×11.8×2--0.9×22.1×8--0.8×22.1×2--0.7×22.1×2--2.1×22.7×4]]×5=21136.47765踢腳線m173.88-00.9×122-1.5××2-1.88×2-0..8×2×22-0.7××2×2=1150.48866外墻飾面磚m2(19.2+0.224+9.44+0.244)×2×116.34--[2.1××2.7×44+1.5××1.8×22+1.8××1.8×22+0.9××1.8×22+3.966×1.8××2+2.225×1×22]×5=6667.55567內(nèi)墻裙m2[(2.4-0..24+2..7-0.224)×2++(1.8--0.24++2.7-00.24)××2]×(33-0.122)=49..7668外墻勒腳m2(19.2+0.224+9.44+0.244)×2×00.6=344.89669窗臺(tái)線m1.2×4+1..5×2+11.8×2++0.9×22+3.966×2+2..25×2==25.62270門窗套m(0.9+0.211)×2×440+(0..8+2.11)×2×110+(0..7+2.11)×2×110+(2..1+2.77)×2×220=546671窗框線m(1.5+1.8))×2×100+(1.88+1.8))×2×100+(0.99+1.8))×2×100+(3.996+1.88)×2×110=3077.272檐溝抹灰m2[60.56+44×0.422]×[0..36×2++0.06++0.42]]=74.66973檐溝底混合砂漿m2(60.56+4××0.42))×0.366=22.441鋼筋簡(jiǎn)圖可以打印時(shí)留空白后手工繪制鋼筋表第1頁共4頁構(gòu)件類型鋼筋型號(hào)及編號(hào)鋼筋長(zhǎng)度根數(shù)基礎(chǔ)鋼筋基礎(chǔ)1-1①Φ80.7-0.088+2×0..05=0..72106②Φ82.1+2×0..05=2..22③Φ6@2000.35×4-88×0.044+0.166=1.244106④1421-0.08++2×0.00875=221.106基礎(chǔ)2-2①Φ101.1-0.088+0.06625×2==1.15239②Φ835.7+2×00.06255=35.8834③Φ6@2000.35×4-88×0.044+0.166=1.244239④1435.7-0.008+0.00875×22=35.8806基礎(chǔ)3-3①Φ121.4-0.088+2×0..075=11.47273②Φ832.6+2×00.06255=32.7736③Φ6@2000.35×4-88×0.044+0.166=1.244273④1432.6-0.008+2×00.08755=32.7706基礎(chǔ)4-4①Φ121.6-0.088+2×0..075=11.67203②Φ818.15+2××0.06225=18..287③Φ6@2000.35×4-88×0.044+0.166=1.244203④1418.15-0..08+2××0.08775=18..256連系梁L1①166.3+2×355×0.0116=7.44216②146.3+2×355×0.0114=7.22816③Φ6@200（0.2+0.3）×2-8××0.0255+0.166=0.966240連系梁WL1①166.3+2×355×0.0116=7.4424②166.3+2×355×0.0114=7.2284③Φ6@150（0.2+0.3）×2-8××0.0255+0.166=0.96680挑梁XL2①1614.2-0.0025+122×0.0116=4.33732②164.2-0.0225+（）×4.441+10××0.0166=5.44432③124.2-2×0..025=44.1532④142.7+0.122+0.755×（）=4.00832⑤Φ6@150（0.25+0.33）×2-8××0.0255+0.166=1.066176⑥Φ6@250（0.25+0.33）×2-8××0.0255+0.166=1.066160挑梁WXL2①184.2-0.0225+12××0.0188=4.3998②184.2-0.0225+（）×4.441+10××0.0188=5.4668③124.2-2×0..025=44.158④142.7+0.122+0.755×（）=4.0088⑤Φ6@150（0.25+0.33）×2-8××0.0255+0.166=1.06644⑥Φ6@250（0.25+0.33）×2-8××0.0255+0.166=1.06640挑梁XL3①204.2-0.0225+12××0.02==4.4216②204.2-0.0225+（）×4.441+10××0.02==5.4816③124.2-2×0..025=44.1516鋼筋表第2頁共4頁構(gòu)件類型鋼筋型號(hào)及編號(hào)鋼筋長(zhǎng)度根數(shù)挑梁XL3④182.7+0.122+0.755×（）=4.00816⑤Φ6@150（0.25+0.33）×2-8××0.0255+0.166=1.06688⑥Φ6@250（0.25+0.33）×2-8××0.0255+0.166=1.06680挑梁WXL3①224.2-0.0225+12××0.0222=4.4444②224.2-0.0225+（）×4.441+10××0.0222=5.5004③124.2-2×0..025=44.154④202.7+0.122+0.755×（）=4.0084⑤Φ6@150（0.25+0.33）×2-8××0.0255+0.166=1.06622⑥Φ6@250（0.25+0.33）×2-8××0.0255+0.166=1.06620連梁L4、WL44①Φ122.7-0.244+2×155×0.0114=2.88820②142.7-0.0225×2=22.6520③Φ6@200（0.25+0.33）×2-8××0.0255+0.166=1.066120連梁L5①Φ124.2-0.244+2×155×0.0114=4.33816②144.2-0.0225×2=44.1524③Φ6@200（0.25+0.33）×2-8××0.0255+0.166=1.066160連梁WL5①Φ124.2-0.244+2×155×0.0114=4.3384②164.2-0.0225×2=44.156③Φ6@200（0.25+0.33）×2-8××0.0255+0.166=1.06640連梁WL6①Φ122.4-0.244+2×155×0.0114=2.6642②142.4-0.0225×2=22.352③Φ6@200（0.25+0.33）×2-8××0.0255+0.166=1.06611門過梁鋼筋①Φ80.9+0.5++2×6.225×0.0008=1..582②Φ80.5+0.8++2×6.225×0.0008=1..420③Φ80.7+0.5++2×6.225×0.0008=1..320窗過梁①Φ12[（1.5+0.5）+（1.8+00.5）+（0.9+00.5）+（1.0+00.5）+（2.1+00.5）×2]×110=12445②Φ6@200（0.18+0.224）×2-8××0.0255+0.166=0.8621檐口圈梁①Φ6@250（0.18+0.224）×2-8××0.0255+0.166=0.876圈梁①Φ12[55.04+119.2+((1.8+22.4)×22+4.0××5+5.44×2+2..7×4]××5-1244-(2.77-0.122)×30--（）×5+00.24×118×5+((2.4+5.4)×2+00.24×44=438..164②Φ6@200（0.18+0.224）×2-8××0.0255+0.166=0.81940檐溝①Φ619.2+0.224+0.336×2+00.006++0.0088=20.1173②Φ80.42+0.224+0.336+0.0006+0..008-00.04=00.9966飄窗①Φ615②Φ100.48+0.224+0.335+0.22-4×0..01=1..2311③Φ80.48+0.224+2×66.25×00.008--0.02==0.86④Φ122.4+2×0..012×66.25-22×0.055=2.4554⑤Φ6@200（0.24+0.118）×2-8××0.0255+0.166=1.06613鋼筋表第3頁共4頁構(gòu)件類型鋼筋型號(hào)及編號(hào)鋼筋長(zhǎng)度根數(shù)預(yù)制遮陽板①Φ62.1×8+6..03×100+2.4××10=1001.13②Φ80.3+0.244+2×6..25×0..008-22×0.011=0.622507女兒墻壓頂①Φ1055.04+4××0.24==564②Φ6@250（0.24+0.118）×2-