浙江廠房土建工程預(yù)算書含工程量計(jì)算

2.預(yù)算編制說明浙江**汽車空調(diào)有限公司3號(hào)廠房工程預(yù)算編制說明－、編制范圍：本預(yù)算編制范圍為：浙江**汽車空調(diào)有限公司3號(hào)廠房土建、室內(nèi)外裝修工程。二、編制依據(jù)及說明1．工程概況：工程名稱為浙江**汽車空調(diào)有限公司３號(hào)廠房工程，面積為3336.86平方米，六層框架結(jié)構(gòu)，高度為22.8m。2．按《浙江省建筑工程預(yù)算定額（2003）》、《浙江省建設(shè)工程施工取費(fèi)定額（2003）》。采用工料單價(jià)法編制。3．施工取費(fèi)標(biāo)準(zhǔn)：按工程規(guī)定的類別的中值計(jì)取。并根據(jù)有關(guān)文件進(jìn)行修正：土建部分，其中施工組織措施費(fèi)調(diào)整系數(shù)0.83，規(guī)費(fèi)扣除工程定額測(cè)定費(fèi)后乘系數(shù)0.95。按有關(guān)文件規(guī)定：意外傷害保險(xiǎn)費(fèi)費(fèi)率調(diào)整為0.21，農(nóng)民工工傷保險(xiǎn)費(fèi)調(diào)整為0.164．建筑材料價(jià)格，參照《紹興市建設(shè)工程造價(jià)信息（2011.2）》，無信息價(jià)則參照市場(chǎng)一般產(chǎn)品價(jià)格。5．工程量根據(jù)建設(shè)單位提供的設(shè)計(jì)施工圖及有關(guān)資料，按定額計(jì)算規(guī)則計(jì)取。6．設(shè)計(jì)室外地坪為-0.300，挖土標(biāo)高設(shè)計(jì)室外地坪至槽坑底，土質(zhì)三類（無濕土）。7．墻體標(biāo)高0.000以下磚砌體用MU10混凝土實(shí)心磚，M7.5水泥砂漿實(shí)砌，標(biāo)高0.000以上磚砌體采用MU10混凝土多孔磚，M5混合砂漿實(shí)砌。8．人工挖土樁深度平均取9m，螺旋箍箍筋間距以剖面為準(zhǔn)。9．.結(jié)施-03：基礎(chǔ)梁未標(biāo)明梁軸線居中，未標(biāo)明基礎(chǔ)梁標(biāo)高-1.300。10．結(jié)施-05：GZ1尺寸250×250，從基礎(chǔ)到2.900，混凝土等級(jí)為C25。11．所有砌體窗臺(tái)頂用C25拉梁拉通。12．結(jié)施圖中混凝土除墊層為C10外，其余混凝土等級(jí)均為C25。13．板厚除注明外，均為110mm。14．衛(wèi)生間、廚房板面低于樓面30mm。15．地面原土地坪以上塘渣回填部分未計(jì)入。16．衛(wèi)生間吊頂高度暫定3.6m（計(jì)算墻面瓷磚時(shí)用），地面防水涂料采用2mmLJP防水涂料。17．.檐溝、雨篷底側(cè)面、均按外墻涂料計(jì)入。18．柱邊門窗垛小于120與柱素混凝土整澆。19．除衛(wèi)生間外其余房間均做20厚1：2水泥砂漿120高暗踢腳線。20．附屬工程、屋面及樓地面找坡砼，其余砼均按泵送商品混凝土考慮。22．補(bǔ)子目按市場(chǎng)價(jià)取定。三、根據(jù)以上說明，浙江**汽車空調(diào)有限公司土建部分工程預(yù)算造價(jià)為407.03萬元。3.工程費(fèi)用計(jì)算程序序表工程費(fèi)用計(jì)算程序序表工程名稱：浙江***汽車空調(diào)調(diào)有限公司3號(hào)廠房序號(hào)費(fèi)用名稱費(fèi)用計(jì)算表達(dá)式金額一直接工程費(fèi)∑（分部分項(xiàng)工程量量×工料單價(jià)）3298846..77其中1.人工費(fèi)282266.3312.機(jī)機(jī)械費(fèi)28255.522二施工技術(shù)措施費(fèi)∑（措施項(xiàng)目工程量量×工料單價(jià)）313321.446其中3.人工費(fèi)103233.6664.機(jī)機(jī)械費(fèi)79493.477三施工組織措施費(fèi)∑[（1+2+3+4）×相應(yīng)費(fèi)率]13515.0331環(huán)境保護(hù)費(fèi)（人工費(fèi)+機(jī)械費(fèi)費(fèi)）×0.12%591.92文明施工費(fèi)（人工費(fèi)+機(jī)械費(fèi)費(fèi)）×0.558%2860.843安全防護(hù)施工費(fèi)（人工費(fèi)+機(jī)械費(fèi)費(fèi)）×0.446%2268.954臨時(shí)設(shè)施費(fèi)（人工費(fèi)+機(jī)械費(fèi)費(fèi)）×%05夜間施工增加費(fèi)（人工費(fèi)+機(jī)械費(fèi)費(fèi)）×%06二次搬運(yùn)費(fèi)（人工費(fèi)+機(jī)械費(fèi)費(fèi)）×%07縮短工期增加費(fèi)（人工費(fèi)+機(jī)械費(fèi)費(fèi)）×%08已完工程及設(shè)備保保護(hù)費(fèi)（人工費(fèi)+機(jī)械費(fèi)費(fèi)）×0.004%2071.659檢驗(yàn)試驗(yàn)費(fèi)（人工費(fèi)+機(jī)械費(fèi)費(fèi)）×1.116%5721.69四綜合費(fèi)用（1+2+3+4）×29.055%124205五規(guī)費(fèi)（一+二+三+四）×4.14%84724六總承包服務(wù)費(fèi)分包項(xiàng)目工程造價(jià)價(jià)×%0七意外傷害保險(xiǎn)費(fèi)（一+二+三+四+五+六）×0.21%8242.52八農(nóng)民工工傷保險(xiǎn)費(fèi)費(fèi)（一+二+三+四+五+六）×0.16%6280.01九稅金（一+二+三+四+五+六+七+八）×3.32%130792.44十工程總價(jià)一+二+三+四+五+六+七+八+九+單列4,0703222.454．建筑工程預(yù)算書建筑工程預(yù)算書工程名稱：浙江***汽車空調(diào)調(diào)有限公司3號(hào)廠房序號(hào)編號(hào)名稱單位工程量工料單價(jià)(元)合價(jià)(元)土石方工程32032.64411-2換人工綜合挖三類土土深3m內(nèi)m31215.6626.3532032.644樁基礎(chǔ)與地基加固固工程206898.22922-80換人工挖樁孔孔深深10m內(nèi)Φ1500mmm內(nèi)m3382.1657.3121901.59932-88換人工挖孔樁砼護(hù)壁壁安設(shè)m3152.7671.86102593.00242-89換人工挖孔樁砼灌芯芯m3229.46359.1282403.688砌筑工程169416.00253-13換混凝土實(shí)心磚磚砌砌筑磚基礎(chǔ)水泥砂漿M7.55m354.05230.3212448.863-21換混凝土多孔磚標(biāo)準(zhǔn)準(zhǔn)磚墻厚1磚及以上m3507.59306.73155693.00873-23換砌標(biāo)準(zhǔn)磚墻厚11/2磚m35.8219.681274.14混凝土及鋼筋混凝凝土工程278196.33284-125換現(xiàn)澆現(xiàn)拌砼基礎(chǔ)墊墊層澆搗現(xiàn)澆現(xiàn)拌混混凝土C10（40）m318.72223.514184.1194-125換現(xiàn)澆現(xiàn)拌砼基礎(chǔ)墊墊層澆搗現(xiàn)澆現(xiàn)拌混混凝土C15（20）m369.27268.1418574.066104-138換現(xiàn)澆現(xiàn)拌砼板澆搗搗商品泵送混混凝土C25（20）m3293.22314.8292311.522114-199換現(xiàn)澆泵送砼基礎(chǔ)澆澆搗商品泵送混混凝土C25（20）m344.01267.6211777.966124-203換現(xiàn)澆泵送砼獨(dú)立柱柱澆搗商品泵送混混凝土C25（20）m3109.4302.8333129.6134-204換現(xiàn)澆泵送砼構(gòu)造柱柱澆搗商品泵送混混凝土C25（20）m319.06316.996041.83144-206換現(xiàn)澆泵送砼基礎(chǔ)梁梁澆搗商品泵送混混凝土C25（20）m341.21273.0411251.988154-207換現(xiàn)澆泵送砼梁澆搗搗商品泵送混混凝土C25（20）m3286.95279.6880254.188164-208換現(xiàn)澆泵送混凝土圈圈、過梁、拱拱形梁澆搗商品泵送混混凝土C25（20）m32.66294.71783.93建筑工程預(yù)算書工程名稱：浙江**汽車空調(diào)有限公司3號(hào)廠房序號(hào)編號(hào)名稱單位工程量工料單價(jià)(元)合價(jià)(元)174-208換現(xiàn)澆泵送混凝土圈圈、過梁、拱拱形梁澆搗m33.1281.08871.35184-210換現(xiàn)澆泵送砼板澆搗搗商品泵送混混凝土C25（20）m31.85287.26531.43194-213換現(xiàn)澆泵送砼墻澆搗搗厚10cm上商品泵送混混凝土C25（20）m313.35295.463944.39204-213換現(xiàn)澆泵送砼墻澆搗搗厚10cm上商品泵送混混凝土C25（20）m33.76295.461110.93214-218換現(xiàn)澆泵送砼直形樓樓梯澆搗商品泵送混混凝土C25（20）m2169.5169.7911830.1224-220換現(xiàn)澆泵送砼雨篷澆澆搗商品泵送混混凝土C25（20）m210.829.46318.17234-224換現(xiàn)澆泵送砼小型構(gòu)構(gòu)件澆搗商品泵送混混凝土C25（20）m33.77339.731280.78屋面及防水11118.311247-41換屋面干鋪油氈一層層m2299.023.27977.8257-50換屋面涂刷JS防水水涂料厚1.2mmmm2389.5726.0310140.511附屬工程68049.166269-92換砼墻腳護(hù)坡m265.6234.742279.64279-100換混凝土臺(tái)階m212.12105.371277.08289-107地溝鑄鐵蓋板厚40mm上m2125.78512.7464492.444樓地面工程2024817..162910-1換水泥砂漿找平層厚20mm水泥砂漿1:2m21.489.5714.163010-12換現(xiàn)澆細(xì)石混凝土樓樓地面厚300mm550現(xiàn)澆現(xiàn)拌混混凝土C30（20）m2225.2318.734218.563110-17換大理石樓地面水水泥砂漿m22587.0290.58234332.2273210-85換水泥砂漿踢腳線水泥砂漿1:2m292.6320.491897.99建筑工程預(yù)算書工程名稱：浙江**汽車空調(diào)有限公司3號(hào)廠房序號(hào)編號(hào)名稱單位工程量工料單價(jià)(元)綜合合價(jià)(元)3310-105換花崗巖樓梯面(水水泥砂漿鋪貼貼)m2300.48198.1859549.1333410-116換樓梯踏步平面式銅銅板防滑條m230.229.56790.93510-136換直形硬木扶手型型鋼欄桿m82.4420839.5771718014..15墻柱面工程91102.4553611-7換混凝土墻水泥砂漿漿抹灰厚220mm水泥砂漿1:3m2170.6513.752346.443711-11換磚墻、砌塊墻面混混合砂漿抹灰灰厚20mmm混合砂漿1:1::4m23229.9111.336497.9883811-27換墻面釘(掛)玻璃璃纖維m2453.334.41994.653911-30換磚柱、混凝土柱、梁梁水泥砂漿抹抹灰厚200mmm2526.2113.467082.794011-56換混凝土檐溝抹水泥泥砂漿m10.827.79300.134111-95換干粉型粘結(jié)劑粘貼貼墻面面磚(周長(zhǎng)在3000mm以內(nèi))m2589.7149.4629167.0664211B-1換水泥砂漿抹底灰磚墻面m21709.98.0213713.4天棚工程48079.0884312-7換現(xiàn)澆砼天棚水泥泥石灰紙筋砂砂漿底紙筋灰面現(xiàn)現(xiàn)澆m24936.259.7448079.088門窗工程50405.2554413-77換鋁合金推拉窗安裝裝m2247.23203.8850405.255油漆、涂料、裱糊糊工程14649.4994514-165換刷乳膠漆二遍m21067.889.339963.324614-167換刷涂料二遍m21709.92.734668.034714-178換陽臺(tái)、雨篷、窗間間墻、隔板等等抹灰面刷白白水泥漿二遍m210.81.6818.1408節(jié)能補(bǔ)充定額額319.3建筑工程預(yù)算書序號(hào)編號(hào)名稱單位工程量綜合單價(jià)(元)綜合合價(jià)(元)48J2-27換無機(jī)輕集料保溫砂砂漿20mm厚m211.9626.71319.45補(bǔ)充分部303763.11549補(bǔ)子目11：6水泥煤渣找坡m225.6150384050補(bǔ)子目2衛(wèi)生間防滑耐磨缸缸磚m2139.4122030670.251補(bǔ)子目3幕墻m2416.01425176804.22552補(bǔ)子目4實(shí)木門m282.1730024651534-393現(xiàn)澆構(gòu)件圓鋼t2.449884620.911320.655544-394現(xiàn)澆構(gòu)件螺紋鋼鋼t12.8820114384.1856477.055合計(jì)3298846..775.建筑工程預(yù)算書（技術(shù)措施費(fèi)）建筑工程預(yù)算書工程名稱:浙江江**汽車空調(diào)調(diào)有限公司3號(hào)廠房序號(hào)定額編號(hào)名稱單位數(shù)量單價(jià)合價(jià)1砼、鋼筋砼模板及及支架項(xiàng)1179900.111179900.1114-1換現(xiàn)澆砼基礎(chǔ)墊層模模板m2121.4319.272339.964-7換現(xiàn)澆砼獨(dú)立基礎(chǔ)復(fù)合木模m287.5818.671635.124-28換現(xiàn)澆砼基礎(chǔ)梁復(fù)復(fù)合木模m2263.7423.786271.744-22換現(xiàn)澆砼矩形柱復(fù)復(fù)合木模m2127.1322.082807.034-26換現(xiàn)澆砼柱支模超高高每增1m增加費(fèi)m228.411.2535.514-22換現(xiàn)澆砼矩形柱復(fù)復(fù)合木模m2199.0922.084395.914-22換現(xiàn)澆砼矩形柱復(fù)復(fù)合木模m2551.8222.0812184.1994-26換現(xiàn)澆砼柱支模超高高每增1m增加費(fèi)m2280.161.25350.24-24換現(xiàn)澆砼異形、圓形形柱復(fù)合木模m292.1330.512810.894-31換現(xiàn)澆砼矩形梁復(fù)復(fù)合木模m22236.1928.1162859.34-38換現(xiàn)澆砼梁支模超高高每增1m增加費(fèi)m2423.022.14905.264-31換現(xiàn)澆砼矩形梁復(fù)復(fù)合木模m2616.7328.1117336.2884-38換現(xiàn)澆砼梁支模超高高每增1m增加費(fèi)m2123.262.14263.784-36換現(xiàn)澆砼直形圈過梁梁復(fù)合木模m230.0120.14604.44-40換現(xiàn)澆砼板復(fù)合木木模m22357.4920.7148823.6224-47換現(xiàn)澆砼板支模超高高每增1m增加費(fèi)m2474.841.98940.184-63換現(xiàn)澆砼檐溝、挑檐檐模板m295.0923.772260.294-36換現(xiàn)澆砼直形圈過梁梁復(fù)合木模m219.3620.14389.914-58換現(xiàn)澆砼直形樓梯模模板m2169.5172.0912219.9884-60換現(xiàn)澆砼懸挑陽臺(tái)、雨雨篷模板m210.843.2466.562腳手架項(xiàng)159690.73359690.73316-7換綜合腳手架檐高高30m內(nèi)層高6m內(nèi)m23336.8616.7655925.777建筑工程預(yù)算書序號(hào)定額編號(hào)名稱單位數(shù)量單價(jià)合價(jià)16-37換滿堂腳手架基本本層3.6mm～5.2mm2789.34.773764.963垂直運(yùn)輸機(jī)械項(xiàng)163444.63363444.63317-4換建筑物垂直運(yùn)輸檐高30m內(nèi)m23336.8618.7262466.02217-22換層高超3.6m每增1m垂直運(yùn)輸20m內(nèi)m2741.371.32978.614大型機(jī)械設(shè)備進(jìn)出出場(chǎng)及安、拆拆項(xiàng)110285.99910285.9991001塔式起重機(jī)固定式式基礎(chǔ)(帶配重)費(fèi)用座13904.383904.3810012001塔式起重機(jī)安裝拆拆卸費(fèi)用60kNN·m以內(nèi)臺(tái)次16381.616381.612001合計(jì)313321.4468.工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量建筑面積平米一層平米二層平米（44.10+0..24）×（5.50×2+1.880+0.224）+4.400×（1.50++2.10++3.60++0.24）610.93土方工程立米1-2人工綜合挖三類土土深3m內(nèi)m31215.66ct1((1.8+0.333×1.9++0.6)××(1.8++0.33××1.9+00.6)×11.9+0..33×0..33×2..4×2.44×2.4//3)×589.55ct1A(1.8+0.333×2.4++0.6)××(1.8++0.33××2.4+00.6)×22.4+0..33×0..33×2..4×2.44×2.4//324.96ct2((1.6+0.333×1.9++0.6)××(1.6++0.33××1.9+00.6)×11.9+0..33×0..33×1..9×1.99×1.9//3)×7108.04ct3((1.4+0.333×1.9++0.6)××(1.4++0.33××1.9+00.6)×11.9+0..33×0..33×1..9×1.99×1.9//3)×100133.61ct3A((1.4+0.333×2.4++0.6)××(1.4++0.33××2.4+00.6)×22.4+0..33×0..33×1..9×1.99×1.9//3)×356.87ct4((1.4+0.333×1.9++0.6)××(1.4++0.33××2.4+00.6)×11.9+0..33×0..33×1..9×1.99×1.9//3)×570.92地梁300*600（-1.3）(0.5+0.333×1.855+0.6))×1.855×197..4624.66300*600（-1.5）(0.5+0.6++0.33××2.05))×2.055×11.99643.56工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量250*500（-1.5）(1.1+0.333×1.955)×1.995×6.11220.81300*500（-1.3）(1.1+0.333×1.755)×1.775×10..7231.47300*500（-0.655）(0.3+0.6))×1.10.99電梯井2.35×2.335×1.88510.22打樁工程2-80人工挖樁孔孔深深10m內(nèi)Φ1500mmm內(nèi)m3382.16zh13.14/4×11.475××1.4755×(1.77+9)×5591.37zh1A3.14/4×11.475××1.4755×(2.22+9)19.13zh23.14/4×11.275××1.2755×10.77×795.58zh33.14/4×11.075××1.0755×10.77×1097.07zh3A3.14/4×11.075××1.0755×11.22×330.48zh43.14/4×11.075××1.0755×10.77×548.532-88人工挖孔樁砼護(hù)壁壁安設(shè)m3152.7152.72-89灌注樁芯混凝土立米229.46zh13.14/4×11.2×1..2×10..7×560.48工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量zh1A3.14/4×11.2×1..2×11..212.66zh23.14/4×11×10.77×758.8zh33.14/4×00.8×0..8×10..7×1053.76zh3A3.14/4×00.8×0..8×11..2×316.88ZH43.14/4×00.8×0..8×10..7×526.88砌筑工程3-13換標(biāo)準(zhǔn)磚砌筑磚基礎(chǔ)礎(chǔ)m354.05標(biāo)高-1.3至-1立米(10.45+5..425+111.6255+7.5225+25..85+222.85+117.7+99.65+110.15))×0.3××0.248.73標(biāo)高-1.5至0(5.5+2.6++2.6+22.6)×11.5×0..244.79標(biāo)高-1至0(13+7.26++6.8233+14.44+10.116+33..4+29++26.055+12.776+13))×1×0..2439.8標(biāo)高-0.5至06.12×0.55×0.2440.73外墻平米1876.25一層26.85×(44.15-00.55)++12.055×3.6++11.7775×3.66+6.677×(4.115-0.55)+13..725×33.6+6..875×33.4+4..875×33.6+300.85×33.6408.17二層12.05×3..05+266.85×33.05+330.85××3.05++11.755×2.855+13.7725×3..05+6..67×3..05+3××2.95++8.7755×3.055344.04三層12.05×3..05+266.85×33.05+330.85××3.05++4.9755×3.055+6.9775×2.885+11..8×3.005+3.5575×3..1×2+55.057××3.1+77.4×3..05344.19工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量四層344.19344.19五層19.325×33.05+112.1255×3.055+30.885×3.005+4.9975×3..05+6..975×22.85+77.1+2..95+244.15×33.05308.78頂層3.475×3..15+4..35×3..15+5..15×3..15+7..9×3.115+1.8875×3..15+6..8×3.11593.08山墻13×2×1.3333.8外墻面積小計(jì)平米1272.211876.25--(18+5530.577)-55..4711272.21內(nèi)墻平米841.47一層4.975×3..6+1.6625×3..4+2.775×(4..15-0..4)+5..025×33.65+66.65×33.5+(22.95+77)×3.66+6.8225×3.44+5.255×4.044+5.1××3.6+22.35×33.65+33.35+33.65+111.6755×3.4229.23二層2.75×3.22+4.9775×3.005+1.6625×2..85+5..75×3..05+6..65×2..95+2..35×3..1+4.9975×2..95+2..9×3.225+2.335×3.005+4.775×3.005+1.66×2.855+4.8775×3.005+1.6625×2..85142.86三層2.75×3.22+5.0225×3.005+1.6675×2..85+3..35×3..05+4..5×2.995+4.2275×3..05+2..35×3..1+5.0025×2..95+2..9×3.225+2.335×3.005+4.885×3.005+7×33.1+4..975×33.05+11.625××2.85160.43四層2.75×3.22+5.0225×3.005+1.6675×2..85+3..35×3..05+4..5×2.995+4.2275×3..05+2..35×3..1+5.0025×2..95+2..9×3.225+2.335×3.005+4.885×3.005+7×33.1+5..025×33.05+11.675××2.85160.73五層3.35×3.005+4.55×2.955+4.2775×3.005+2.335×3.11+5.0225×2.995+2.99×3.2++2.35××3.05++4.85××3.05++7×3.11+5.0225×3.005+1.6675×2..85131.68頂層5.25×3.11516.54內(nèi)墻面積小計(jì)平米767.01767.01工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量女兒墻平米131.27標(biāo)高18.6(3+7.5)×22×0.4449.24標(biāo)高22.3(8.6+7.5))×2×0..4414.17標(biāo)高15(13+5.5+77.7+4××2+5.6657)×11.143.84標(biāo)高18.6(33.4+10..4+14..4)×1..164.02C6，7，8窗洞平米55.47(4××2)×2..2×255.473-21砌標(biāo)準(zhǔn)磚墻厚厚1磚m3507.59(1272.21++767.001+1311.27)××507.591/2磚平米66.2一層2.65×4.00410.71二層4.655×3..114.43三至五層4.415×3..1×341.063-23砌標(biāo)準(zhǔn)磚墻厚11/2磚m35.8(66.2-17..85)×00.125.8M7.5水泥砂漿漿磚基立米54.05標(biāo)高-1.3至-1(10.45+5..425+111.6255+7.5225+25..85+222.85+117.7+99.65+110.15))×0.3××0.248.73標(biāo)高-1.5至0(5.5+2.6++2.6+22.6)×11.5×0..244.79工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量混凝土及鋼筋混凝凝土工程4-203換C25混凝土柱立米109.4結(jié)施-05kkz1(1+4.15)××0.4×00.4×21.65kz2,35.15×0.44×0.4××75.77kz4,55.15×0.55×0.5××67.73kz6(1.5+4.155)×0.44×0.4××21.81kz75.14×0.44×0.51.03kz8（圓柱）3.14/4×00.6×0..6×5.1151.46kz9(1.5+4.155)×0.55×0.51.41kz10,13,,15,166,175.15×0.44×0.5××77.21kz11（圓柱）3.14/4×00.4×0..4×5.115×21.29kz12,145.15×0.55×0.5××22.58結(jié)施-06kkz1,2,,33.6×0.4××0.4×995.18kz4,53.6×0.5××0.5×665.4kz63.6×0.4××0.4×221.15kz73.6×0.4××0.50.72kz8（圓柱）3.6×3.144/4×0..6×0.661.02kz93.6×0.5××0.40.72工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量kz10,13,,15,166,173.6×0.5××0.4×775.04kz12,143.6×0.5××0.5×221.8kz11（圓柱）3.14/4×00.4×0..4×3.660.45結(jié)施-07,088kz1,,2,3,44,53.6×0.4××0.4×115×217.28kz6,7,9,,10,133,15,1173.6×0.4××0.4×110×211.52kz8（圓柱）3.14/4×00.6×0..6×3.66×22.03kz11（圓柱）3.14/4×00.4×0..4×3.66×2×21.81kz12,14(3.6×0.4××0.4+33.6×0..5×0.55)×22.95kz163.6×0.4××0.5×221.44結(jié)施-09kzz1,2AA-B3.6×0.355×0.355×41.76kz1,2,4,,6,8,,,9,10,,12,133,14,115,173.6×0.4××0.4×11910.94kz163.6×0.4××0.50.72頂層kz6,9,,10,1223.7×0.355×0.355×62.72結(jié)施-20LZZ1(1.3+4.155)×0.33×0.255×20.82LZ1(1.3+2.355)×0.33×0.255×2+3..6×0.33×0.255×21.09LZ21.8×0.255×0.255×4×20.94-204換C25構(gòu)造柱立米19.06建施-02外墻墻處(1.3+4.155)×0.224×0.224×92.83工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量?jī)?nèi)墻處(1.3+4.155)×0.224×0.227×20.71電梯井邊4.15×0.331×0.228×20.72建施-03窗間間3.6×0.244×0.255×91.94B,H軸3.6×0.288×0.244×20.48電梯井邊3.6×(0.228×0.228+0.331×0.228)0.59建施-04窗間間3.6×0.244×0.255×122.59內(nèi)墻3.6×0.255×0.255×40.93.6×(0.331×0.228×3+00.28×00.28×22+0.288×0.255)×23.51建施-05窗間間3.6×0.244×0.255×40.86內(nèi)墻3.6×(0.228×0.228×5+00.28×00.31×33+0.288×0.255)2.6女兒墻0.24×0.224×21××1.11.334-207換C25混凝土梁立米286.95結(jié)施-10kll10.25×0.555×26..13.59kl2(14.475×00.55+77×0.755+4.9775×0.665)×0..254.11kl34.85×0.225×0.5550.67kl4(6.825×0..75+199.175××0.55))×0.255-0.1225×0.44×0.5553.89kl5(6.875×0..75+4..85×0..55)×00.251.96kl6(6.725×0..75+4..85×0..55)×00.251.93工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量kl7(6.625×0..75+4..875×00.55)××0.251.91kl811.8×0.225×0.5551.62kl9(4.975×0..55+6..5×0.775)×0..251.9kl10(4.975×0..55+6..875×00.75)××0.251.97kl116.448×0..25×0..50.81kl12((4.975+199.325))×0.555+6.955×0.755)×0.225-0.665×0.1125×0..554.6kl13(4.975×0..5+(4..45+133.3)×00.65+((5.4755+2.155)×0.555)×0..254.55kl1429.85×0..25×0..554.1ll2(2.75×0.224+18..75×0..55)×00.252.74ll32.65×0.225×0.3350.23ll412.25×0..25×0..5×23.06ll512.25×0..25×0..5×23.06ll618×0.25××0.52.25ll7(12.75×0..55+133.4×0..65)×00.253.93ll812.25×0..25×0..51.53ll95.5×0.255×0.50.69結(jié)施-11kll126.1×0.225×0.5553.59kl2(14.475×00.55+77×0.755+4.9775×0.665)×0..254.11工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量kl34.85×0.225×0.5550.67kl15((8.725+4..75)×00.55+55.7×0..65+6..575×00.75)××0.25--0.4×00.125××0.553.98kl18(6.625×0..75+4..875×00.55)××0.251.91kl6(6.75×0.775+4.8875×0..55)×00.251.94kl7(6.875×0..75+4..875×00.55)××0.251.96kl811.8×0.225×0.5551.62kl9(4.975×0..55+6..5×0.775)×0..251.9kl10(4.975×0..5+6.8875×0..75)×00.251.91kl23(4.975×0..5+6.995×0.775+19..325×00.55)××0.25--0.65××0.55××0.12554.54kl24(4.975×0..5+(4..45+133.375))×0.755+7.655×0.555)×0.2255.02kl2529.85×0..25×0..554.1kl19,203.675×0..25×0..5×20.92kl16,17,,21,222(7.675+5..275+77.425++6.1999)×0.225×0.5553.65ll2(2.75×0.44+18.775×0.555)×0..252.85ll32.65×0.335×0.2250.23ll4,5,6,,8(12.25×4++18+122.25)××0.25××0.59.91ll107×0.25×00.50.88ll11(13.4×0.665+12..75×0..55)×00.253.93工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量結(jié)施-12kll126.1×0.225×0.5553.59kl2(5.025×0..65+7..1×0.775+14..725×00.55)××0.254.17kl34.85×0.225×0.5550.67kl15((8.775+4..85)×00.55+66×0.655+6.9225×0.775)×0..25-0..4×0.555×0.11254.12kl18(6.975×0..75+4..975×00.55)××0.251.99kl27(6.85×0.775+4.9975×0..55)×00.251.97kl28(6.975×0..75+4..975×00.55)××0.251.99kl811.8×0.225×0.5551.62kl9(5.025×0..55+6..65×0..75)×00.251.94kl29(5.025×0..5+7.0025×0..75)×00.251.95kl23(5.025×0..5+7×00.75+119.1755×0.555)×0.225-0.44×0.555×0.12254.55kl24(5.025×0..5+(4..5+13..375)××0.65++7.5×00.55)××0.254.56kl2529.6×0.665×0.2254.81kl17,19,,20,266,30(5.257+3..675×22+7.6775+7.4425)×00.25×00.53.46ll2(2.75×0.44+18.775×0.555)×0..252.85ll32.65×0.225×0.3350.23ll107×0.25×00.50.88ll4,5,6,,8(12.25×4++18+122.25)××0.25××0.59.91工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量ll11(12.75×0..55+133.4×0..65)×00.253.93結(jié)施-13wkkl3511.8×0.225×0.5551.62wkl36(5.025×0..5+7.0025×0..75)×00.251.95wkl38(5.025×0..5+7.0025×0..75)×00.251.95wkl39(5.025×0..5+7×00.75+119.1755×0.555)×0.225-0.44×0.555×0.12254.55wkl24(5.025×0..5+(4..5+13..525)××0.65++7.55××0.55))×0.2554.6wkl2529.6×0.225×0.5554.07kl3126.1×0.225×0.5553.59kl2(14.725×00.55+77.1×0..75+5..025×00.65)××0.254.17kl34.85×0.225×0.5550.67wkl32((8.775+4..85)×00.55+66×0.655+6.9225×0.775)×0..25-0..4×0.1125×0..554.12kl18(6.775×0..75+5..025×00.55)××0.251.96kl27(6.9×0.755+5.0225×0.555)×0..251.98kl28(6.975×0..75+4..975×00.55)××0.251.99wkl26,300,34,337,33(7.675+7..425+33.675××2+5.2257)×00.25×00.53.46ll13,15(12+14.755)×0.225×0.442.68ll14(2.75×0.44+19.775×0.555)×0..252.99ll32.65×0.225×0.3350.23工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量ll16,17,,6,8(12.25×2++18+122.25)××0.25××0.56.84ll11(12.75×0..55+133.65×00.65)××0.253.97結(jié)施-14wkkl40,441(11.875+22.575))×0.255×0.5551.99wkl42(7.1×0.755+5.0225×0.665)×0..252.15wkl435.1×0.255×0.5550.7wkl44(7.025×0..75+4..85×0..55)×00.251.98wkl45(6.775×0..75+5..025×00.55)××0.251.96wkl46(7.025×0..75+5..025×00.55)××0.252.01wkl47(6.975×0..75+4..975×00.55)××0.251.99wkl48,4996.8×0.555×0.2550.94wkl552.6×0.255×0.40.26wkl50((5.025+199.125))×0.555+7.1××0.65))×0.2554.47wkl24(5.025×0..5+(4..5+13..525)××0.65+++7.555×0.555)×0.2254.6wkl5129.6×0.225×0.5554.07ll182.75×0.225×0.5550.38ll196.5×0.255×0.5550.89ll202.65×0.225×0.440.27ll217×0.25×00.50.88工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量ll2212×0.25××0.5×223ll2332.15×0..25×0..43.22ll618.25×0..25×0..552.51ll11(13×0.55++13.9××0.65))×0.2554.05ll812.25×0..25×0..51.53ll24,25(9.9+13.99)×0.225×0.442.38標(biāo)高22.25wkl5225.15×0.225×0.5550.71wkl536.875×0..25×0..550.95wkl547.85×0.225×0.555×22.16ll265.25×0.225×0.550.66ll272.35×0.225×0.3350.21ll285.75×0.225×0.5550.794-224C20衛(wèi)生間墻檻檻立米3.77一層衛(wèi)生間底墻檻檻(7.8+2.5++2.35++1.6+33.35+11.95)××0.24××0.150.7二至五層墻檻(6.45+5.0025+2..775+22.35×22+2.4))×0.244×0.155×43.074-208換C25電梯井圈梁梁立米2.66((2.35×3+22.15)××2+(2..35×3++2.2)××3)×0..24×0..242.664-213C25電梯井立米15.2工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量底板2.3×2.3××0.351.85井壁(2.175×2++2.35++2.15))×1.5++0.2255×0.155×2.15513.354-208換門窗過梁平米3.1門窗過梁1.07+2.0033.14-206換C25地基梁立米41.21300*600（-1.3）0.3×0.6××197.4435.53300*600（-1.5）0.3×0.6××11.9662.15250*500（-1.5）0.3×0.6××6.121.1300*500（-1.3）0.3×0.6××10.7221.93300*500（-0.655）0.3×0.6××2.760.54-199換C25承臺(tái)混凝土土立米44.01ct11.6×1.6××0.8×5510.24ct1A1.6×1.6××0.82.05ct21.4×1.4××0.8×7710.98ct31.2×1.2××0.8×11011.52ct3A1.2×1.2××0.8×333.46ct41.2×1.2××0.8×555.764-210換C25混凝土板立米293.22工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量結(jié)施-15(AA-1/B))(1-5))(2.75×7+33×12.225)×0..126.72(1/B-1/D))(1-5))12×12.255×0.11116.17(1/D-F)(11-2)4×5.25×00.122.52(1/D-F)(22-5)3.75×7×00.112.89(F-H)(1-55)(5×5.25+55×2.355+2.655×4.4++2.35××4.65))×0.1116.66(1/C-F)(55-6)(3×5.75/22+6.755×5.755)×0.1115.22(D-H))(6--7)6.7×12.225×0.1119.03(D-H)(7-88)6.7×12.225×0.1129.85結(jié)施-16,177(A-11/B)(11-5)(3×5.25+77×5.755)×0.112×213.44(1/B-1/D))(1-5))12×12.255×0.111×232.34(1/D-F)(11-5)(4×5.25×00.12+33.75×77×0.111)×210.82(F-H)(1-55)(5×5.25+44.65×22.35+44.4×2..65+2..65×2..35)×00.11×2212.11(1/B-D)(55-1/6))(3.75×7.55+3.755×3.755+3.755×3.755/2)×00.11×2210.83(D-H))(5--6)(5.75×5+22.15×77+3.355×1.755)×0.111×210.93(D-H)(6-88)(6.7×12.225×0.111+6.77×12.225×0.112)×237.75節(jié)點(diǎn)1(4×2+6)×((0.2955+0.1445×2)××0.120.98結(jié)施-18(AA-D)(11-5)(12×4.5+114.75××6.25))×0.122+(12++14.755)×0.55×0.118.88(1/B-D)(55-1/6))(3.75×3.775×3+33.75×33.75/22)×0.1125.91工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量(D-H)(1-66)5.25×4×00.12+((5.25××8+7×66.75+22.35×44.65+22.65×66.75)××0.1115.51(D-H)(5-66)(5×5.75+11.75×55.5+2..15×5..25)×00.115.46(D-H)(6-88)(6.7×12.225)×(00.11+00.12)18.88結(jié)施-19(AA-B)(11-3)7×2.75×00.112.12(1/D-1/G))(1-2))5.25×4×00.12+55.25×66.5×0..116.27(1/D-1/G))(2-6))(6×7+2.355×4.655+1.9××4.4+22.35×55+1.755×5.5++2.15××5.25))×0.11110.33(1/D-1/G))(6-8))10.75×6..7×2×00.1115.85標(biāo)高22.25((E-H)((4-6)(1.75×5.775+2.335×5+55.5×5..25+7..85×0..2)×0..115.754-218換樓梯工程量平米169.511#樓梯2.76×4.8875+2..76×5..125×3355.892#樓梯5.76×5.226×2+33.36×55.26×33113.624-220換C25混凝土雨篷篷平米10.8雨篷1（厚度1120）2.25×1.55×26.75雨篷2（厚度1660）2.25×0.99×24.054-223換檐溝立米5.14(12.76+3..14+9..65+133.4+311.4+233.05)××0.5×00.115.144-224換C25壓頂立米6.42梯(3+7.5)×22×0.3××0.060.38工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量機(jī)房(8.6+7.5))×2×0..3×0.0060.58標(biāo)高14.9700(12.6+7.77+33.116+24..15)×((0.24××0.2+00.06×00.06)4標(biāo)高18.57002.76×2×((0.6×00.24+00.06×00.06)0.81標(biāo)高22.2700(9.5+8.6))×2×0..06×0..30.654-197B現(xiàn)澆商品(非泵送送)砼基礎(chǔ)墊層層澆搗m318.72承臺(tái)CT11.8×1.8××0.1×661.94CT21.6×1.6××0.1×771.79CT31.4×1.4××0.1×1132.55CT41.4×1.4××0.1×550.98基礎(chǔ)梁300**600（-1.3）197.4×0..5×0.119.87300*600（-1.5）11.96×0..5×0.110.6250*500（-1.5）6.12×0.55×0.10.31300*500（-1.3）10.72×0..5×0.110.54300*500（-0.655）2.76×0.55×0.10.144-125換C10地面素混凝土土墊層立米69.27衛(wèi)生間19.28×0..071.35其他566.01×00.1267.92底層隔墻立米3.76工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量(5.26+3.66+2.211)×(0..45+1..25)/22×0.43.76屋面及防水工程補(bǔ)子目11：6水泥煤渣找坡立米25.6上人屋面164.34×((0.02++0.05888)+600.89×00.10319.22不上人屋面17.28×0..0825++56.511×0.088766.3810-1換20厚1：2水泥泥砂漿找平立米5.98上人屋面(164.34+660.89))×0.0224.5不上人屋面(17.28+566.61)××0.021.4810-12換50厚C30細(xì)石石混凝土隨搗搗隨抹立米11.26上人屋面225.23×00.0511.2610-1換20厚1：2水泥泥砂漿抹平立米1.48不上人屋面73.79×0..021.487-41屋面油氈一層平米299.02299.02299.027-50LTP防水涂料平米389.57屋面299.02299.02檐溝（15.0）(12.76+7..7)×(00.4+0..5+0.66)+8.006×(0..3×2+00.5)39.56標(biāo)高18.62.76×2×((0.1+00.5+0..5)+7..26×2××0.513.33工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量標(biāo)高2.38.36×(0..4+0.55+0.9))+(7.226×2+88.36)××0.526.49雨篷4.05+6.775+(0..9×2+22.25+11.5×2++2.25))×2×0..0211.17保溫隔熱工程J2-27BWM保溫隔熱砂砂漿立米11.96299.02×00.0411.96附屬工程9-92砼墻腳護(hù)坡m265.62(13.24+299.24+333.64++13.244+11+66+5×0..6)×0..665.629-100混凝土臺(tái)階m212.122.25×1.55×2+5..657×00.9512.129-107地溝鑄鐵蓋板厚40mm上m2125.78建施-0530.69+8..8739.56建施-06(33.16+244.32)××(0.4++0.5+00.6)86.22樓地面工程10-17大理石樓地面濕鋪鋪水泥砂漿m22587.02一層15.78+2558.5188+38.1188+133.53+66.278++6.2644+7.6991+(100.31+116.25))×5.766/2+1880.68603.42二層15.78+200.26×112.76++28.933+9.0663+10++11+(55.26+88.51)××6.24//2+1800.68556.93三-四層(15.78+244.738++154.3381+9..063+110+11++11.3662+16..826+220.66++64-8++180.668)×21020.98工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量五層67.118+771.8744+20.1198+1880.68++9.0633+10+111+11..362381.3頂層24.3924.3910-105花崗巖樓梯面(水水泥砂漿鋪貼貼)m2300.48一層樓梯、門廳20.04+6..495×55.76+447.93105.38二層20.04+5..76×7..2561.8三-四層(20.04+3..36×7..26)×2288.87五層20.04+3..36×7..2644.43補(bǔ)子目2衛(wèi)生間防滑耐磨缸缸磚平米139.416.278+4..77+7..426+((9.06++9.96++10.955)×4+11.06139.4110-85換踢腳線平米92.631：2水泥砂漿771.885××0.1292.6310-116樓梯踏步銅板防滑滑條m230.21#12+10×7822#1.3×(14++10×100)148.210-136樓梯欄桿米82.441#3.05×8×11.15+11.4629.522#(3.92+3.118×10))×1.155+1.76642.84H軸3.36×310.08工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量4-125換C20地面素混凝土土墊層立米衛(wèi)生間其他墻柱面工程外墻面積平米1709.9一、二層(13×2+29++33.4++14.4++6.8233+12.225)×(44.2+3..6)950.61三、四層(13×2+29++33.4++12.1++7.7)××3.6×22779.04五層(7.5+3)×22×3.6++(13+333.4)××2×3.66409.68機(jī)房(8.6+7.5))×2×3..7119.14減門窗-548.57-548.57內(nèi)墻面積平米1010.18一層(7.26+12..76+2..36+3..6+5.226×2+116.01++12.766)×4.22274.13二層(7.26+3+77.5+2..6+5.226×2+77.5×2++5.76))×3.6185.9三四層(7.26+3+113.74++2.6+55.26×33+7.266×2)×33.6×2409.68五層(13.74+2..6+5.226×3+77.26×22)×3.66167.9機(jī)房7.26×3.7726.86C6，7，8窗間間墻12.607×00.8×220.17減門窗-(46.32++28.144)-74.46工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量1/2墻面積平米58.53一層2.21×4.229.28二-五層4.66×3.66×467.1減門窗-17.85-17.85女兒墻面積平米170.65131.271××1.3170.6511-7換外墻1：1：3水水泥砂漿底面面平米1709.91709.9×1170.655291794.44414-167外墻涂料平米1709.91709.91709.911-7換內(nèi)墻1：1：4混混合砂漿底面面平米3229.91外墻內(nèi)面1709.91709.9內(nèi)墻雙面(1010.18++58.533)×22137.42減磁磚裙墻-588.94-588.94減電梯井-171.37-171.37柱并入內(nèi)墻粉142.90142.911-27耐堿玻璃網(wǎng)布聚合合物平米453.33柱(15×31+3..6×27++3.7×116)×0..3186.42工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量梁一至四層((26.1+29..85+111.5+111.8)×77+29.225×4)××0.3201.53五層(14.45+6..8+2.775+30..6+11..95+299.6)×22×0.357.69頂層(7.85+5.115+6.8875+5..75)×00.37.6914-178雨篷粉刷平米10.86.75+4.00510.811-56沿溝粉刷米101.83×2+33.44×2+166+13101.814-178C6，7，8窗臺(tái)臺(tái)平米40.3412.607×((0.84++0.64××2+0.554×2)40.3411-11換腰線抹灰平米316.49山墻33.8-10..75×0..936×22/223.74女兒墻內(nèi)面170.65170.65壓頂((3+7.5+8..6+7.55)×2+1121.2332)×0..7122.111-30混凝土方柱抹灰平米155.4155.40155.411-30混凝土圓柱平米56.5556.5556.5511-30混凝土梁抹灰平米314.26工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量一層6.613+2..89+2..96+7..59+277.63847.69二、三層(5.369+0..644+22.188++1.25++2.9066+1.255+2.8669+4.3356+5..99+7..56+344.139))×2137.04四層68.52+133.37581.9五層1.775+0..656+11.756++1.2755+3.011+0.655+4.6337+33..87547.6311-95衛(wèi)生間白磁磚到頂頂平米589.71一層((2.36+2.666)×2++(2.166+2.455×2)+((3.36++2.21))×2)×((4.2-00.11)115.5減門窗-(0.8×2..1×4+11.2×2..1+1.22×0.6++1.5×00.6)-10.86二至五層(3.26+2.778×2+33.76+22.36+44.66)××2×(3..6-0.111)×4547.23減門窗-(0.8×2..1×4+11.8×2..1+1.22×2.1××2)×4-62.16天棚工程12-7天棚抹灰平米4936.25天棚2587.022587.02門廳頂47.3947.39梁側(cè)并入天棚抹灰灰1981.471981.47樓梯底169.51×11.89320.37門窗工程13-77鋁合金推拉窗安裝裝平米247.23工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量腳手架工程16-7綜合腳手架平米3336.863336.85883336.8616-37滿堂腳手架平米789.3一層12.76×(228.76++20.166+0.5××3.25××5.65))741.37門廳8.08×8.008-(4××4+5.776×3.225)×0..547.93油漆工程14-165白色乳膠漆二度平米1067.68內(nèi)墻面1010.181010.18沿溝、雨篷底10.8+(122.76+33.14+99.65+113.4+331.4+223.05))×0.557.5垂直運(yùn)輸工程17-3建筑物垂直運(yùn)輸平米3336.863336.8617-22建筑物垂直運(yùn)輸每每增1米平米741.3712.76×(228.76++20.166+0.5××3.25××5.65))741.37模板工程4-1基礎(chǔ)墊層模板工程程量平米121.43(18.72+699.27)××1.38121.43工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量4-7樁承臺(tái)模板平米87.581.99×44..0187.584-28基礎(chǔ)梁模板平米263.7441.21×6..4263.744-22構(gòu)造柱模板平米127.1319.06×6..67127.134-26柱支模超高每增加加1m平米28.414.26×6.66728.414-22矩形柱模板（周長(zhǎng)長(zhǎng)1.8m內(nèi)）平米199.0920.07×9..92199.094-22矩形柱模板（周長(zhǎng)長(zhǎng)1.8m上）平米551.8281.27×6..79551.824-26柱支模超高每增11m平米280.1620.22×9..92200.5811.72×6..7979.584-24圓形柱模板平米92.138.06×11..4392.134-31框架矩形梁（0..6m內(nèi)）模模板平米2236.69工程量計(jì)算表項(xiàng)目編碼工程名稱/計(jì)算部部位單位總量計(jì)算表達(dá)式數(shù)量210.81×110.612236.694-38梁支模超高每增加加1m平米423.0239.87×100.61423.024-31框架矩形梁（0..6m上）模模板平米616.7376.14×8..1616.734-38梁支模超高每增加加1m平米123.3615.23×8..1123.364-36過梁模板平米30.013.1×9.68830.014-40板模板10cmm上平米2357.49293.22×88.042357.494-47板支模超高每增加加1m平米474.8459.06×8..04474.844-60雨篷模板平米10.810.810.84-63檐溝模板平米95.095.14×18..595.094-36圈梁模板平米19.362.66×7.22819.364-58樓梯模板平米169.51169.51169.519.鋼筋計(jì)算表號(hào)次構(gòu)件部位規(guī)格斷料長(zhǎng)度根數(shù)總長(zhǎng)度總重量(kg)Φ(一級(jí))ф(二級(jí))1G-3,4d==800ф149.736034924222.952ф144.8108518.4626.913d=1000ф149.91541524.61843.734ф145.6642237.72287.485d=1200ф1410.2515615991933.706ф146.4536232.2280.807電梯井底板ф123.436122.4108.758ф122.836100.889.569ф101.237288.5654.6410豎向ф102.04152310.08191.3211水平ф101.888158.497.7312墊層ф101.7711.97.3413支撐ф100.68450.431.1014支撐Ф60.31352109.1224.2415牛腿Ф80.661811.884.6916ф102.612.61.6017ф182.7616.232.3918ф122.625.24.6219ф101.082324.8415.3320ф122.11531.527.9921Ф62.6820.84.6222Ф60.51681.7823Ф85.415.42.1324ф120.36124.323.8425JCL1,2ф2014.7212176.64435.9526ф1814.64687.84175.6027ф1214.2685.275.7028JCL3，4，5ф1837.2612447.12893.8329ф2037.586225.48556.4830ф1236.16216.6192.4431JCL12ф1813.6227.254.3732ф1613.6340.864.4433JCL15ф165.6633.653.0734ф16764266.3435JCL14ф163.4620.432.2236ф123.226.45.6937JCL17ф186.9213.827.5938ф206.9320.751.09本頁小計(jì):37.4612546.599鋼筋計(jì)算表號(hào)次構(gòu)件部位規(guī)格斷料長(zhǎng)度根數(shù)總長(zhǎng)度總重量(kg)Φ(一級(jí))ф(二級(jí))1ф126.7213.411.912JCL16ф206.4319.247.393ф186.4212.825.594ф126.2424.822.035JCL18ф183.326.613.196ф203.339.924.437ф123.126.25.51812加固筋ф127.9215.814.04915加固筋ф125.4210.89.6010ф126.8213.612.0811JCL16ф163.9519.530.8012JCL6,7,113ф2032.3612388.32958.3713ф1832.126192.72385.2614ф1231.26187.2166.3215JTC9,10,,11ф2014.7212176.64435.9516ф1814.64687.84175.6017ф1214.2685.275.7018ф202.612.66.4219ф205.515.513.5720ф206.116.115.0521JCL12箍筋Ф81.811202016796.082212Ф61.52131.57.002315Ф81.663100.839.802416Ф81.72847.618.802518Ф81.31418.27.192616Ф81.31519.57.7027Ф80.36560201.679.6128Ф60.31123.720.8329G-530電梯井-2.2至至4.15柱ф168.0920161.8255.5731ф208.51434.0484.0132ф228.73652.38156.4233ф259.05872.4279.1934-1.7至4.115柱筋ф167.5932242.88383.6335ф187.8152406.12811.8736ф208.614813.411.9137ф228.234819.247.3938ф258.558612.825.59本頁小計(jì):957.014504.39鋼筋計(jì)算表號(hào)次構(gòu)件部位規(guī)格斷料長(zhǎng)度根數(shù)總長(zhǎng)度總重量(kg)Φ(一級(jí))ф(二級(jí))1KZ1,2,3柱柱箍Ф61.6390624138.602KZ5,9柱箍Ф81.84363667.92263.753KZ6柱箍Ф81.696153.660.654KZ7柱箍Ф81.684372.2428.535KZ10,13,,15,177,16柱箍Ф81.6312499.2197.126KZ11柱箍Ф61.2684105.8423.5