冷卻塔砼工程量計算書

1、浙浙江江火火電電建建設(shè)設(shè)公公司司國國華華浙浙能能寧寧海海電電廠廠項項目目建建 筑筑 安安 裝裝 工工 程程 預(yù)預(yù) （決決） 算算 書書工程名稱： 零星項目施工管理結(jié)算協(xié)議合同編號名稱 ：XMNH-JA200418預(yù)（決）算編號：NHGC-JSZL-0038承包單位 (公章) ：浙江新天一建筑有限公司 發(fā)包單位（公章）：浙江火電建設(shè)公司寧海電廠項目經(jīng)理部 送審造價 : 87233元 審定造價： 82746元編 制 人：工程部審核人: 合同部審核:負(fù) 責(zé) 人: 負(fù) 責(zé) 人:負(fù) 責(zé) 人:審核日期: 2006年 月 日審核日期: 2006年 月 日審核日期: 2006年 月 日 發(fā)包單位領(lǐng)導(dǎo)批準(zhǔn)： 編

2、 制 說 明一、 本決算屬浙江火電國華浙能寧海電廠零星委托項目工程二、 編制依據(jù)1、 聯(lián)系單項目土建部分套取定額為九四版浙江省建筑工程預(yù)算定額。2、 費率套取九四版浙江省建筑安裝工程費用定額中的工業(yè)建筑相應(yīng)四類工程綜合費率，總價下浮12%。3、 主材信息價均采用寧波市建筑工程造價信息。三、審核說明1、 格式說明： 加粗、傾斜為修改內(nèi)容建筑工程費用匯總表工程名稱：零星項目施工管理結(jié)算協(xié)議序號費用名稱費用計算表達(dá)式說明金額（元）一定額直接費直接費79414二綜合費率19%（一）*19%15089三合計一+二94503四扣現(xiàn)場保衛(wèi)統(tǒng)籌基金0.5%三*0.5%-473五下浮12%-11284六建筑工程

3、造價三+四+五82746第 4 頁建建筑筑工工程程決決算算書書工程名稱：零星項目施工管理結(jié)算協(xié)議 序序號號 定定額額編編號號工工程程名名稱稱單單位位 數(shù)數(shù)量量單單價價金金額額11517-20100101010-0178-1021/24拼裝場地回填整平、夯實m3433.663.6615731517-20100103000-0205-1041-9+1-26定排擴容器處人工挖運溝道內(nèi)石碴m315.514.6922851517-22000000000-0171-10611-49+11-55項目部處磚砌窨井只975167597 1517-22000000000-0173-10 811-142班組辦公室處

4、門前明溝排水m203.422.922.94658911-47班組辦公室處門前磚砌窨井只35081524101517-22000000000-0172-10111-62項目部停車棚處路基挖運m39.39.311.4041061211-17項目部停車棚處鋪設(shè)路基碎石m261.77.8624851311-24+11-25項目部停車棚處砼路面m261.736.36536.3652244141517-20300213000-0310-10151-47機械臺班2#、3#爐間挖機道路整平臺班0.251092.66273161517-20300213000-0009-10171-62+1-118電氣樓與4#爐

5、間DN150管開挖、回填m34.833.008158181-69機械臺班空壓機破電氣樓與4#爐間砼地面臺班2157.39315191517-21000300000-0010-10201-1184#凝結(jié)水DN150管回填m398.121.6042119211-70機機械械臺臺班班2.5139.76349221517-20101002020-0484-10231-69機械臺班3#脫硫循環(huán)泵灌漿前空壓機清理臺班2157.39315241517-20401601000-0021-10251-70機機械械臺臺班班精處理室、電除樓用空壓機開孔臺班1139.76139.76140261-62+1-1184#

6、凝結(jié)水輸送泵管開挖、回填m31833.008594271517-20100103030-0253-10281-69機械臺班4#爐地面空壓機鑿砼溝臺班2157.3931529合同價4#爐地面鑿溝人工清碴工日22346301517-20600305020-0022-10311-69機械臺班4#汽機0米層空壓機鑿砼溝臺班12157.39188932合同價4#汽機0米層空壓機鑿砼溝人工配合清碴工日1223276331517-20101000000-0015-10341-621#脫硫區(qū)域回填土挖運m3420.411.4044794351-62+1-1184#脫硫煙道吊裝平臺回填及挖運m3422.733.

7、00833.00813952361517-20100523000-0013-10371-62+1-1184#機冷卻水管開挖、回填m328.633.008944381517-20300104030-0262-10391-70機機械械臺臺班班4#機13米層C排墻開孔臺班0.5139.76139.7670401517-01023082006-4-13411-21+1-214#擴建段原土人工整平及石粉鋪設(shè)m23252.0466342協(xié)議價4#爐擴建段文明施工鋪設(shè)石粉T52281456431-118+1-253#、4#機吊物孔處塘碴回填、壓實m3138.323.45423.454324444信息價3#、

8、4#機吊物孔處所填塘碴T2078.351728451-593#、4#機吊物孔處所填塘碴挖運（含溝道內(nèi)）m317910.2111828461-21+1-214#爐施工電梯處原土整平及石粉鋪設(shè)m2232.044747協(xié)議價4#爐施工電梯處所鋪石粉T3.728104481-624#機煤倉間處挖施工電纜m340.311.404460491517-20401603020-0024-10第 5 頁建建筑筑工工程程決決算算書書工程名稱：零星項目施工管理結(jié)算協(xié)議 序序號號 定定額額編編號號工工程程名名稱稱單單位位 數(shù)數(shù)量量單單價價金金額額501-69機械臺班空壓機鑿4#機前泵預(yù)埋管臺班2157.3931551

9、合同價空壓機鑿4#機前泵預(yù)埋管及人工清碴工日22346521517-21000301070-0014-10531-69機械臺班4#機再循環(huán)泵地腳螺栓孔空壓機開鑿臺班2157.3931554合同價人工配合清理22346551517-20101100000-0273-10561-624#機脫銷區(qū)短柱頭石碴挖運m32211.40425157合同價人工配合清理2823644581517-20300207010-0031-10591-69機械臺班空壓機破4#機開式循環(huán)冷卻水管處砼地面臺班2.5157.3939360合同價人工配合清運砼碴工日2.52358611-9人工挖4#機開式循環(huán)水管m34.211.

10、2447621517-22000000000-0024-10631-69機械臺班空壓機鑿3#、4#機沖管支架基礎(chǔ)臺班6157.3994464合同價人工配合清理工日623138651517-20300208000-0276-10661-69機械臺班4#機0米層空壓機鑿溝臺班6157.3994467合同價人工配合清碴工日623138681517-20100103040-0286-10691-70機機械械臺臺班班4#機除氧層屋頂開孔臺班1139.76139.7614070合同價人工配合清碴工日12323711517-20100510000-0293-10721-70機機械械臺臺班班4#機17米層空壓

11、機鑿孔臺班3139.7641973合同價人工配合清理工日32369741517-20000000000-0188-10751-21+1-214#機擴建段石粉鋪設(shè)m29502.04193876協(xié)議價4#機擴建段所鋪石粉T30.428851771517-20101100000-0292-10781-118+1-254#爐后擴建段回填夯實m323.423.454549791517-20300201000-0301-10801-69機械臺班4#機凝結(jié)水處空壓機鑿孔臺班1157.39157811517-20101100000-0306-10821-118+1-254#機脫銷區(qū)擴建段石碴回填、夯實m321

12、23.454493831517-20200102000-0313-10841-34#機事故油管人工開挖、回填m35.429.75161851517-20600200000-0027-10861-69機械臺班4#機給煤機平臺空壓機鑿孔臺班6157.3994487合同價人工配合清碴工日623138881517-20000000000-0191-10894-8機械臺班3#電除塵自卸汽車裝粉煤灰臺班6500.343002901-17機機械械臺臺班班裝載機鏟運3#電除塵粉煤灰臺班2539.9108091合同價3#電除塵粉煤灰人工清理工日3623828921517-21000300000-0018-109

13、31-62+1-1184#機凝結(jié)水管開挖、回填工日38.733.0081277941517-21000300000-0019-140951-69機械臺班43機精處理混床處空壓機鑿溝臺班2157.3931596合同價人工配合清碴工日22346971517-20200103180-0333-10第 6 頁建建筑筑工工程程決決算算書書工程名稱：零星項目施工管理結(jié)算協(xié)議 序序號號 定定額額編編號號工工程程名名稱稱單單位位 數(shù)數(shù)量量單單價價金金額額981-70機機械械臺臺班班4#機6.4米層空壓機鑿洞臺班1139.76139.7614099合同價人工配合清碴工日123231001517-20300216

14、000-0331-101011-70機機械械臺臺班班4#機煤倉間17米層空壓機鑿孔臺班4139.76139.76559102合同價人工配合清碴工日423921031517-22000000000-0026-101041-74#脫銷區(qū)閥門井內(nèi)人工挖回填砂m36.754.21281051517-20401000000-0030-101061-70機機械械臺臺班班2#電除塵墻體空壓機開洞臺班1.5139.76139.76210107合同價人工配合清碴工日1.523351081517-20200102000-0344-101091-69機械臺班4#汽機房空壓機鑿地溝臺班1.5157.39236110合

15、同價人工配合清碴工日1.523351111517-20600300000-0029-101121-70機機械械臺臺班班4#汽機骯空壓機鑿孔臺班1.5139.76139.76210113合同價人工配合清碴工日1.523351141517-20000000000-0193-101151-21+1-224#爐與電除塵間道路人工整平、夯實m230.441.29391161-1184#爐施工電梯及0米層工業(yè)管溝處石碴回填m37.721.6041661171-1184#爐一次風(fēng)機處石碴回填、開挖m311.121.6042401181517-20300202010-0220-101191-62+1-1184

16、#機埋地雜用水管校正石渣挖運及回填m311033.00836311201517-20401600000-0017-101211-69機械 臺班4#機等離子盤柜下空壓機鑿孔臺班7157.391102122合同價人工配合清渣工日723161小計75891定額說明增加3523合計79414按土石方工程說明第4條介于機械挖土石方，單位工程量少于2000m3時，按相應(yīng)定額乘系數(shù)1.1，現(xiàn)增補：1、挖方累計挖方 系數(shù)總挖方增加挖方1293m31.1 1422 m3129 m32、填方累計填方 系數(shù)總填方增加填方947 m31.1 1042 m395m33、工程費用 增加挖方 定額編號 單價金額129 m3

17、1-6211.404 1471元增加填方 定額編號 單價金額95m31-11821.604 2052元合計：1471+2052=3523元第 8 頁，共 128 頁工工 程程 量量 計計 算算 書書工工程程名名稱稱：冷卻塔（淋水面積5500m2)序序號號定定額額編編號號項項目目名名稱稱 計計 算算 式式單單位位數(shù)數(shù)量量#1 冷冷 卻卻 塔塔 砼砼 量量一現(xiàn)澆構(gòu)件混凝土1 YT12-29砼墊層m3771.14環(huán)基墊層23.1447.1164.70.1=139.07環(huán)板墊層（含豎井）3.1444.86644.8660.1=632.072 YT12-30環(huán)形基礎(chǔ)砼2*3.14*47.116*4.5*

18、1.5+2*3.14*44.766*0.2*0.3=2014m32014.003 YT12-31預(yù)制柱基礎(chǔ)m3440.06J1 (單排柱基礎(chǔ)120座）（1.31.31.1-0.40.41.1）120=201.96J2（雙排柱基礎(chǔ)21座）（31.41.1-0.450.451.1）21=92.34J3（2座）1.85*1.5*0.8*7*2=31.08人字柱支墩（44座）(0.916+1.249)*0.959/2*1.858+(1.426-1.249+1.114-0.916)/2*1.858/2*1+0.433*1.249/2*1.858*44=114.684YT4-10現(xiàn)澆壓力進水溝門柱3.3*

19、0.9*0.5*2*7=20.79m320.795YT4-14現(xiàn)澆壓力進水溝門梁4.15*0.9*0.5*7=13.08m313.086YT12-36中央豎井m3126.67中央豎井底板880.8=51.2井壁(含檢修平臺)3.3*4*16.1*0.3+0.3*0.3*6*2+(0.2*0.22+0.22*0.22/2)*(0.3+0.45)*4*0.6*0.3*0.12*4=64.85井梁320.60.4=1.44.扣水槽孔1.46*(11.86-8.75)*0.3*4=-5.45扣進水孔34.2*0.3=-3.78井內(nèi)素砼找坡3.723.33/2=18.417YT12-32池底板（含排泥溝

20、）(3.1444.6662-82)0.3+0.83830.3=1880.81m31880.818YT12-33池壁（23.1448.791-4-8）2.3-30.35=237.56m3237.569YT12-35進出水設(shè)施m3141.51壓力進水溝(2.7*4*39.566+2.2*3.6+3.6*2.9+2.4*2.9*2+1.5*1.5+1.4*3.6)*0.3=140.06出水口8.8*(0.495+0.3)*1/2*0.3=1.05進水口支墩2.8*0.6*0.24=0.410YT12-38筒壁m34853.38第1模(43.187+42.72)*3.1415*(0.7+0.632)/

21、2*1.5=269.91269.91第2模(42.72+42.252)*3.1415*(0.632+0.568)/2*1.5=240.25240.25第 9 頁，共 128 頁工工 程程 量量 計計 算算 書書工工程程名名稱稱：冷卻塔（淋水面積5500m2)序序號號定定額額編編號號項項目目名名稱稱 計計 算算 式式單單位位數(shù)數(shù)量量第3模(42.252+41.785)*3.1415*(0.568+0.509)/2*1.5=213.25213.25第4模(41.785+41.318)*3.1415*(0.509+0.455)/2*1.5=188.75188.75第5模(41.318+40.851)

22、*3.1415*(0.455+0.406)/2*1.5=166.69166.69第6模(40.851+40.384)*3.1415*(0.406+0.361)/2*1.5=146.8146.80第7模(40.384+39.916)*3.1415*(0.361+0.321)/2*1.5=129.03129.03第8模(39.916+39.449)*3.1415*(0.321+0.285)/2*1.5=113.32113.32第9模(39.449+38.981)*3.1415*(0.285+0.255)/2*1.5=99.7999.79第10模(38.981+38.514)*3.1415*(0.2

23、55+0.229)/2*1.5=88.3788.37第11模(38.514+38.047)*3.1415*(0.229+0.208)/2*1.5=78.8378.83第12模(38.047+37.579)*3.1415*(0.208+0.191)/2*1.5=71.171.10第13模(37.579+37.112)*3.1415*(0.191+0.179)/2*1.5=65.1165.11第14模(37.112+36.644)*3.1415*(0.179+0.172)/2*1.5=61.0061.00第15模(36.644+36.177)*3.1415*(0.172+0.17)/2*1.5=5

24、8.6858.68第16模(36.177+35.715)*3.1415*(0.17+0.17)/2*1.5=57.5957.59第17模(35.261+35.715)*3.1415*(0.17+0.17)/2*1.5=56.8656.86第18模(35.261+34.818)*3.1415*(0.17+0.17)/2*1.5=56.1456.14第19模(34.818+34.384)*3.1415*(0.17+0.17)/2*1.5=55.4455.44第20模(34.384+33.960)*3.1415*(0.17+0.17)/2*1.5=54.7554.75第21模(33.960+33.5

25、45)*3.1415*(0.17+0.17)/2*1.5=54.0854.08第22模(33.545+33.141)*3.1415*(0.17+0.17)/2*1.5=53.4253.42第23模(33.141+32.746)*3.1415*(0.17+0.17)/2*1.5=52.7852.78第24模(32.746+32.362)*3.1415*(0.17+0.17)/2*1.5=52.1652.16第25模(32.362+31.988)*3.1415*(0.17+0.17)/2*1.5=51.5551.55第26模(31.988+31.624)*3.1415*(0.17+0.17)/2*

26、1.5=50.9650.96第27模(31.624+31.271)*3.1415*(0.17+0.17)/2*1.5=50.3850.38第28模(31.271+30.928)*3.1415*(0.17+0.17)/2*1.5=49.8349.83第29模(30.928+30.596)*3.1415*(0.17+0.17)/2*1.5=49.2949.29第30模(30.596+30.275)*3.1415*(0.17+0.17)/2*1.5=48.7648.76第31模(30.275+29.964)*3.1415*(0.17+0.17)/2*1.5=48.2648.26第32模(29.964

27、+29.665)*3.1415*(0.17+0.17)/2*1.5=47.7747.77第33模(29.665+29.376)*3.1415*(0.17+0.17)/2*1.5=47.3047.30第 10 頁，共 128 頁工工 程程 量量 計計 算算 書書工工程程名名稱稱：冷卻塔（淋水面積5500m2)序序號號定定額額編編號號項項目目名名稱稱 計計 算算 式式單單位位數(shù)數(shù)量量第34模(29.376+29.099)*3.1415*(0.17+0.17)/2*1.5=46.8446.84第35模(29.099+28.832)*3.1415*(0.17+0.17)/2*1.5=46.4146.4

28、1第36模(28.832+28.577)*3.1415*(0.17+0.17)/2*1.5=45.9945.99第37模(28.577+28.333)*3.1415*(0.17+0.17)/2*1.5=45.5945.59第38模(28.333+28.101)*3.1415*(0.17+0.17)/2*1.5=45.2145.21第39模(28.101+27.880)*3.1415*(0.17+0.17)/2*1.5=44.8544.85第40模(27.880+27.670)*3.1415*(0.17+0.17)/2*1.5=44.544.50第41模(27.670+27.472)*3.141

29、5*(0.17+0.17)/2*1.5=44.1744.17第42模(27.472+27.286)*3.1415*(0.17+0.17)/2*1.5=43.8743.87第43模(27.286+27.112)*3.1415*(0.17+0.17)/2*1.5=43.5843.58第44模(27.112+26.949)*3.1415*(0.17+0.17)/2*1.5=43.3143.31第45模(26.949+26.798)*3.1415*(0.17+0.17)/2*1.5=43.0643.06第46模(26.798+26.659)*3.1415*(0.17+0.17)/2*1.5=42.82

30、42.82第47模(26.659+26.532)*3.1415*(0.17+0.17)/2*1.5=42.6142.61第48模(26.532+26.417)*3.1415*(0.17+0.17)/2*1.5=42.4242.42第49模(26.417+26.314)*3.1415*(0.17+0.17)/2*1.5=42.2442.24第50模(26.314+26.223)*3.1415*(0.17+0.17)/2*1.5=42.0942.09第51模(26.223+26.144)*3.1415*(0.17+0.17)/2*1.5=41.9541.95第52模(26.144+26.077)*

31、3.1415*(0.17+0.17)/2*1.5=41.8341.83第53模(26.077+26.022)*3.1415*(0.17+0.17)/2*1.5=41.7441.74第54模(26.022+25.980)*3.1415*(0.17+0.17)/2*1.5=41.6641.66第55模(25.980+25.949)*3.1415*(0.17+0.17)/2*1.5=41.641.60第56模(25.949+25.931)*3.1415*(0.17+0.17)/2*1.5=41.5641.56第57模(25.931+25.925)*3.1415*(0.17+0.17)/2*1.5=4

32、1.5441.54第58模(25.925+25.931)*3.1415*(0.17+0.17)/2*1.5=41.5441.54第59模(25.931+25.949)*3.1415*(0.17+0.17)/2*1.5=41.5641.56第60模(25.949+25.980)*3.1415*(0.17+0.17)/2*1.5=41.6041.60第61模(25.980+26.022)*3.1415*(0.17+0.17)/2*1.5=41.6641.66第62模(26.022+26.077)*3.1415*(0.17+0.17)/2*1.5=41.7441.74第63模(26.077+26.1

33、44)*3.1415*(0.17+0.17)/2*1.5=41.8341.83第64模(26.144+26.222)*3.1415*(0.17+0.17)/2*1.5=41.9541.95第 11 頁，共 128 頁工工 程程 量量 計計 算算 書書工工程程名名稱稱：冷卻塔（淋水面積5500m2)序序號號定定額額編編號號項項目目名名稱稱 計計 算算 式式單單位位數(shù)數(shù)量量第65模(26.222+26.313)*3.1415*(0.17+0.17)/2*1.5=42.0842.08第66模(26.313+26.416)*3.1415*(0.17+0.17)/2*1.5=42.2442.24第67模

34、(26.416+26.531)*3.1415*(0.17+0.17)/2*1.5=42.4142.41第68模(26.531+26.657)*3.1415*(0.17+0.17)/2*1.5=42.6142.61第69模(26.657+26.795)*3.1415*(0.17+0.17)/2*1.5=42.8242.82第70模(26.795+26.940)*3.1415*(0.17+0.203)/2*1.5=47.2247.22第71模(26.940+27.095)*3.1415*(0.203+0.238)/2*1.5=56.1556.15第72模(27.095+27.263)*3.1415

35、*(0.238+0.275)/2*1.5=65.7065.70第73模(27.263+27.379)*3.1415*(0.275+0.300)/2*0.979=48.3248.32填料層牛腿43.187-(43.187-42.72)/(9.224-7.8)*(8.2-7.8)-43.187-(43.187-42.72)/(9.224-7.8)*(8.6-7.8)=0.130.93*0.45/2*2*3.14*42.4-0.413*0.1/2*2*3.14*42.5=50.14m350.14配水層牛腿(41.725+41.603-(0.472+0.35)/2/2*2)*3.1415*(1/2*0

36、.4*(0.472+0.35)-1/2*0.472*0.1=36.6836.68塔頂平臺（剛性環(huán)）2*3.14*(28.379-1.15/2)*1.15*0.25=50.250.20塔頂欄護板（剛性環(huán)）(27.229+0.15/2)*2*3.1415*1*0.15=25.7325.73扣橢圓門孔3.141.030.3550.045-3.140.980.305(0.509+0.455*2+0.406)/4=0.44-0.44二 預(yù)制構(gòu)件混凝土1YT12-42人字柱(88根)(8.929/cos19.13693+8.929/sin77.9503-8.929)*3.14*(0.65/2)2*88=2

37、81.74m3281.742YT12-43淋水柱m3412.19單排柱Z1(92根)0.4*0.4*13.6+(0.2+0.42)*0.22/2*0.4*4+0.6*0.6*0.2*92=217.01217.01 Z2(20根)0.4*0.4*13.6+(0.2+0.42)*0.22/2*0.4*4+0.6*0.6*0.2*20=47.1847.18 Z3(8根)0.4*0.4*10.9+(0.2+0.42)*0.22/2*0.4*4*8=14.814.80雙排柱SCZ11(6根)0.45*0.45*11.88*2+0.5*0.45*0.45*4+(0.3+0.6)*0.3/2*0.45*2+

38、0.15*0.015*0.75*2*6=32.0432.04 SCZ12(9根)0.450.4510.682+(0.2+0.42)*0.22/2*0.45+(0.3+0.9)*0.6/2*0.45+(0.3+0.6)*0.3/2*0.45*2+0.15*0.015*0.75*2+0.5*0.45*0.45*4*9=45.4545.45 SCZ13(3根)(11.88*0.45*0.45*2+0.5*0.45*0.45*4+0.15*0.015*0.45*2)*3=15.6615.66 SCZ14(3根)(11.88*0.45*0.45*2+0.5*0.45*0.45*4+0.15*0.015*

39、0.75*2+(0.3*0.3+1/2*0.3*0.3)*0.45*2+(0.22*0.2+1/2*0.22*0.22)*0.45+(0.6*0.3+1/2*0.6*0.6)*0.45)*3=16.616.60 SCZ21(2根)7.48*0.45*0.45*2+0.45*0.45*0.5*2+(0.2+0.42)*0.22*0.45*2+(0.3+0.6)*0.3/2*0.45*2+0.15*0.015*0.75*2+0.25*0.25*0.6*2*2=7.17.10第 12 頁，共 128 頁工工 程程 量量 計計 算算 書書工工程程名名稱稱：冷卻塔（淋水面積5500m2)序序號號定定額額

40、編編號號項項目目名名稱稱 計計 算算 式式單單位位數(shù)數(shù)量量 SCZ22(3根)6.28*0.45*0.45*2+0.5*0.45*0.45*2+(0.2+0.42)*0.22/2*0.45+(0.3+0.9)*0.6/2*0.45+(0.3+0.6)*0.3/2*0.45*2+0.15*0.015*0.75*2+0.25*0.25*0.6*2*3=9.429.42 SCZ23(1根)7.48*0.45*0.45*2+0.45*0.5*0.45*2+0.15*0.015*0.45*2+0.25*0.25*0.6*2=3.313.31 SCZ24(1根)7.48*0.45*0.45*2+0.45*

41、0.5*0.45*2+(0.2+0.42)*0.22/2*0.45+(0.3+0.9)*0.6/2*0.45+(0.3+0.6)*0.3/2*0.45*2+0.25*0.25*0.6*2=3.623.623YT12-14預(yù)制梁m3796.36配水層主梁PZL01(112根)(5.76*0.3*0.2+5.36*0.2*0.2+0.2*0.2*0.2*4)*112=66.3166.31PZL02(20根)(5.76*0.3*0.2+5.36*0.2*0.2+0.2*0.2*0.2*2)*20=11.5211.52PZL03(4根)(1.68+2*2+0.194)*0.5*0.2+0.2*0.3*

42、0.2*2+0.2*0.2*0.2*5)*4=2.612.61PZL03(4根)(1.68+2*2+0.194)*0.5*0.2+0.2*0.3*0.2*2+0.2*0.2*0.2*5)*4=2.612.61PZL04(4根)(1.68+0.887)*0.5*0.2+0.2*0.3*0.2*2+0.2*0.2*0.2)*4=1.151.15PZL05(4根)(1.68+0.887)*0.5*0.2+0.2*0.3*0.2*2+0.2*0.2*0.2*2)*4=1.191.19配水層次梁PCL01(344根)(5.76*0.4*0.15-0.2*0.1*0.15*2)*344=116.82116

43、.82PCL0213(96根)(4.558+4.378+4.099+3.720+3.236+2.645+1.941+1.119+5.083+3.846+2.443+0.852)*0.3*0.15*8+(4.558+4.378+4.099+3.720+3.236+2.645+1.941+1.119+5.083+3.846+2.443+0.852-0.2*2*12)*0.1*0.15*8=17.6317.63PCL14(4根)(5.040-0.2*2)*0.15*0.4+0.2*0.3*0.15*2)*4=1.191.19填料層組主梁TZL01(88根)(5.56*0.35*0.7+0.22*0.

44、25*0.4*6)*88=131.49131.49TZL02(32根)(5.76*0.35*0.7+0.22*0.25*0.4*8)*32=50.7950.79TZL03(4根)(5.38*0.35*0.7+0.22*0.25*0.4*3)*4=5.545.54TZL04(4根)(1.28+1.5+1.215)*0.35*0.7+0.26*0.35*0.3+0.22*0.25*0.4*2)*4=4.24.20TZL05(12根)(5.95*0.35*0.7+0.22*0.25*0.4*3)*12=18.2918.29TZL06(4根)(4.855*0.35*0.7+0.22*0.25*0.4*

45、3)*4=5.025.02TZL07(8根)(1.28+0.59)*0.35*0.7+0.26*0.35*0.3+0.22*0.25*0.4*1)*8=4.064.06TZL08(4根)(1.28+1.5+1.215)*0.35*0.7+0.26*0.35*0.3+0.22*0.25*0.4*4)*4=4.384.38TZL09(12根)(5.560*0.35*0.7+0.22*0.25*0.4*3)*12=17.1417.14TZL09(4根)(5.560*0.35*0.7+0.22*0.25*0.4*3)*4=5.715.71填料層次梁TCL01(352根)(5.610-0.22*2)*0

46、.2*0.5+0.22*0.2*0.3*2)*352191.28第 13 頁，共 128 頁工工 程程 量量 計計 算算 書書工工程程名名稱稱：冷卻塔（淋水面積5500m2)序序號號定定額額編編號號項項目目名名稱稱 計計 算算 式式單單位位數(shù)數(shù)量量TCL02(48根)(5.415-0.22*2)*0.2*0.5+0.22*0.2*0.3*2)*4825.15TCL03(88根)(5.560-0.22*2)*0.2*0.5+0.22*0.2*0.3*2)*8847.38TCL04(12根)(5.380-0.22*2)*0.2*0.5+0.22*0.2*0.3*2)*126.24TCL05(4根)

47、(4.685-0.22*2)*0.2*0.5+0.22*0.2*0.3*2)*41.80TCL06(8根)(5.525-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*84.27TCL07(8根)(5.475-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*84.23TCL08(8根)(5.370-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*84.14TCL09(8根)(5.210-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*84.01TCL10(8根)(4.

48、975-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*83.83TCL11 (8根)(4.730-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*83.63TCL12(8根)(4.405-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*83.37TCL13(8根)(4.020-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*83.06TCL14 (8根)(3.550-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*82.69TCL15

49、(8根)(3.070-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*82.30TCL16(8根)(2.505-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*81.85TCL17(8根)(1.870-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*81.34TCL18(8根)(1.140-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*80.76TCL19(8根)(5.525-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*84.27

50、TCL20(8根)(4.580-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*83.51TCL21(8根)(3.520-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*82.66TCL22 (8根)(2.410-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*81.77TCL23(8根)(1.165-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)*80.78TCL24(4根)(5.555-0.22-0.26)*0.2*0.5+(0.22+0.26)*0.2*0.3)

51、*42.15TCL25(4根)(5.780-0.22*2)*0.2*0.5+0.22*0.2*0.3*2)*42.244YT12-45壓力水槽預(yù)制m3241.38SC1(3.05*2*0.2*5.4+1*3*0.2*5.4+(0.2+0.5)*0.3/2*0.25*4+0.25*0.1*1.4)*4=39.8739.87SC2、3(3.05*2*0.2*5.9+1*3*0.2*5.9+(0.2+0.5)*0.3/2*0.25*4+0.25*0.1*1.4*2)*4*2=87.387.30SC4(3.05*(0.2+0.1+3.08+0.08)+1/2*1.2*(3.05+1.85)+(1.02+0.1+0.2-0.08)*1.85)*2*0.2+(5.9+2.7+0.04+0.5+0.04+0.79+3.38+1.7+1.32)*1*0.2+(0.3*0.2+1/2*0.3*0.3)*0.25*4+1/2*(0.2+0.3)*0.1*1.4*2)*4=39.0639.06SC5、6(1.