冷却塔砼工程量计算书

1、浙浙江江火火电电建建设设公公司司国国华华浙浙能能宁宁海海电电厂厂项项目目建建 筑筑 安安 装装 工工 程程 预预 （决决） 算算 书书工程名称： 零星项目施工管理结算协议合同编号名称 ：XMNH-JA200418预（决）算编号：NHGC-JSZL-0038承包单位 (公章) ：浙江新天一建筑有限公司 发包单位（公章）：浙江火电建设公司宁海电厂项目经理部 送审造价 : 87233元 审定造价： 82746元编 制 人：工程部审核人: 合同部审核:负 责 人: 负 责 人:负 责 人:审核日期: 2006年 月 日审核日期: 2006年 月 日审核日期: 2006年 月 日 发包单位领导批准： 编

2、 制 说 明一、 本决算属浙江火电国华浙能宁海电厂零星委托项目工程二、 编制依据1、 联系单项目土建部分套取定额为九四版浙江省建筑工程预算定额。2、 费率套取九四版浙江省建筑安装工程费用定额中的工业建筑相应四类工程综合费率，总价下浮12%。3、 主材信息价均采用宁波市建筑工程造价信息。三、审核说明1、 格式说明： 加粗、倾斜为修改内容建筑工程费用汇总表工程名称：零星项目施工管理结算协议序号费用名称费用计算表达式说明金额（元）一定额直接费直接费79414二综合费率19%（一）*19%15089三合计一+二94503四扣现场保卫统筹基金0.5%三*0.5%-473五下浮12%-11284六建筑工程

3、造价三+四+五82746第 4 页建建筑筑工工程程决决算算书书工程名称：零星项目施工管理结算协议 序序号号 定定额额编编号号工工程程名名称称单单位位 数数量量单单价价金金额额11517-20100101010-0178-1021/24拼装场地回填整平、夯实m3433.663.6615731517-20100103000-0205-1041-9+1-26定排扩容器处人工挖运沟道内石碴m315.514.6922851517-22000000000-0171-10611-49+11-55项目部处砖砌窨井只975167597 1517-22000000000-0173-10 811-142班组办公室处

4、门前明沟排水m203.422.922.94658911-47班组办公室处门前砖砌窨井只35081524101517-22000000000-0172-10111-62项目部停车棚处路基挖运m39.39.311.4041061211-17项目部停车棚处铺设路基碎石m261.77.8624851311-24+11-25项目部停车棚处砼路面m261.736.36536.3652244141517-20300213000-0310-10151-47机械台班2#、3#炉间挖机道路整平台班0.251092.66273161517-20300213000-0009-10171-62+1-118电气楼与4#炉

5、间DN150管开挖、回填m34.833.008158181-69机械台班空压机破电气楼与4#炉间砼地面台班2157.39315191517-21000300000-0010-10201-1184#凝结水DN150管回填m398.121.6042119211-70机机械械台台班班2.5139.76349221517-20101002020-0484-10231-69机械台班3#脱硫循环泵灌浆前空压机清理台班2157.39315241517-20401601000-0021-10251-70机机械械台台班班精处理室、电除楼用空压机开孔台班1139.76139.76140261-62+1-1184#

6、凝结水输送泵管开挖、回填m31833.008594271517-20100103030-0253-10281-69机械台班4#炉地面空压机凿砼沟台班2157.3931529合同价4#炉地面凿沟人工清碴工日22346301517-20600305020-0022-10311-69机械台班4#汽机0米层空压机凿砼沟台班12157.39188932合同价4#汽机0米层空压机凿砼沟人工配合清碴工日1223276331517-20101000000-0015-10341-621#脱硫区域回填土挖运m3420.411.4044794351-62+1-1184#脱硫烟道吊装平台回填及挖运m3422.733.

7、00833.00813952361517-20100523000-0013-10371-62+1-1184#机冷却水管开挖、回填m328.633.008944381517-20300104030-0262-10391-70机机械械台台班班4#机13米层C排墙开孔台班0.5139.76139.7670401517-01023082006-4-13411-21+1-214#扩建段原土人工整平及石粉铺设m23252.0466342协议价4#炉扩建段文明施工铺设石粉T52281456431-118+1-253#、4#机吊物孔处塘碴回填、压实m3138.323.45423.454324444信息价3#、

8、4#机吊物孔处所填塘碴T2078.351728451-593#、4#机吊物孔处所填塘碴挖运（含沟道内）m317910.2111828461-21+1-214#炉施工电梯处原土整平及石粉铺设m2232.044747协议价4#炉施工电梯处所铺石粉T3.728104481-624#机煤仓间处挖施工电缆m340.311.404460491517-20401603020-0024-10第 5 页建建筑筑工工程程决决算算书书工程名称：零星项目施工管理结算协议 序序号号 定定额额编编号号工工程程名名称称单单位位 数数量量单单价价金金额额501-69机械台班空压机凿4#机前泵预埋管台班2157.3931551

9、合同价空压机凿4#机前泵预埋管及人工清碴工日22346521517-21000301070-0014-10531-69机械台班4#机再循环泵地脚螺栓孔空压机开凿台班2157.3931554合同价人工配合清理22346551517-20101100000-0273-10561-624#机脱销区短柱头石碴挖运m32211.40425157合同价人工配合清理2823644581517-20300207010-0031-10591-69机械台班空压机破4#机开式循环冷却水管处砼地面台班2.5157.3939360合同价人工配合清运砼碴工日2.52358611-9人工挖4#机开式循环水管m34.211.

10、2447621517-22000000000-0024-10631-69机械台班空压机凿3#、4#机冲管支架基础台班6157.3994464合同价人工配合清理工日623138651517-20300208000-0276-10661-69机械台班4#机0米层空压机凿沟台班6157.3994467合同价人工配合清碴工日623138681517-20100103040-0286-10691-70机机械械台台班班4#机除氧层屋顶开孔台班1139.76139.7614070合同价人工配合清碴工日12323711517-20100510000-0293-10721-70机机械械台台班班4#机17米层空压

11、机凿孔台班3139.7641973合同价人工配合清理工日32369741517-20000000000-0188-10751-21+1-214#机扩建段石粉铺设m29502.04193876协议价4#机扩建段所铺石粉T30.428851771517-20101100000-0292-10781-118+1-254#炉后扩建段回填夯实m323.423.454549791517-20300201000-0301-10801-69机械台班4#机凝结水处空压机凿孔台班1157.39157811517-20101100000-0306-10821-118+1-254#机脱销区扩建段石碴回填、夯实m321

12、23.454493831517-20200102000-0313-10841-34#机事故油管人工开挖、回填m35.429.75161851517-20600200000-0027-10861-69机械台班4#机给煤机平台空压机凿孔台班6157.3994487合同价人工配合清碴工日623138881517-20000000000-0191-10894-8机械台班3#电除尘自卸汽车装粉煤灰台班6500.343002901-17机机械械台台班班装载机铲运3#电除尘粉煤灰台班2539.9108091合同价3#电除尘粉煤灰人工清理工日3623828921517-21000300000-0018-109

13、31-62+1-1184#机凝结水管开挖、回填工日38.733.0081277941517-21000300000-0019-140951-69机械台班43机精处理混床处空压机凿沟台班2157.3931596合同价人工配合清碴工日22346971517-20200103180-0333-10第 6 页建建筑筑工工程程决决算算书书工程名称：零星项目施工管理结算协议 序序号号 定定额额编编号号工工程程名名称称单单位位 数数量量单单价价金金额额981-70机机械械台台班班4#机6.4米层空压机凿洞台班1139.76139.7614099合同价人工配合清碴工日123231001517-20300216

14、000-0331-101011-70机机械械台台班班4#机煤仓间17米层空压机凿孔台班4139.76139.76559102合同价人工配合清碴工日423921031517-22000000000-0026-101041-74#脱销区阀门井内人工挖回填砂m36.754.21281051517-20401000000-0030-101061-70机机械械台台班班2#电除尘墙体空压机开洞台班1.5139.76139.76210107合同价人工配合清碴工日1.523351081517-20200102000-0344-101091-69机械台班4#汽机房空压机凿地沟台班1.5157.39236110合

15、同价人工配合清碴工日1.523351111517-20600300000-0029-101121-70机机械械台台班班4#汽机肮空压机凿孔台班1.5139.76139.76210113合同价人工配合清碴工日1.523351141517-20000000000-0193-101151-21+1-224#炉与电除尘间道路人工整平、夯实m230.441.29391161-1184#炉施工电梯及0米层工业管沟处石碴回填m37.721.6041661171-1184#炉一次风机处石碴回填、开挖m311.121.6042401181517-20300202010-0220-101191-62+1-1184

16、#机埋地杂用水管校正石渣挖运及回填m311033.00836311201517-20401600000-0017-101211-69机械 台班4#机等离子盘柜下空压机凿孔台班7157.391102122合同价人工配合清渣工日723161小计75891定额说明增加3523合计79414按土石方工程说明第4条介于机械挖土石方，单位工程量少于2000m3时，按相应定额乘系数1.1，现增补：1、挖方累计挖方 系数总挖方增加挖方1293m31.1 1422 m3129 m32、填方累计填方 系数总填方增加填方947 m31.1 1042 m395m33、工程费用 增加挖方 定额编号 单价金额129 m3

17、1-6211.404 1471元增加填方 定额编号 单价金额95m31-11821.604 2052元合计：1471+2052=3523元第 8 页，共 128 页工工 程程 量量 计计 算算 书书工工程程名名称称：冷却塔（淋水面积5500m2)序序号号定定额额编编号号项项目目名名称称 计计 算算 式式单单位位数数量量#1 冷冷 却却 塔塔 砼砼 量量一现浇构件混凝土1 YT12-29砼垫层m3771.14环基垫层23.1447.1164.70.1=139.07环板垫层（含竖井）3.1444.86644.8660.1=632.072 YT12-30环形基础砼2*3.14*47.116*4.5*

18、1.5+2*3.14*44.766*0.2*0.3=2014m32014.003 YT12-31预制柱基础m3440.06J1 (单排柱基础120座）（1.31.31.1-0.40.41.1）120=201.96J2（双排柱基础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现浇压力进水沟门柱3.3*

19、0.9*0.5*2*7=20.79m320.795YT4-14现浇压力进水沟门梁4.15*0.9*0.5*7=13.08m313.086YT12-36中央竖井m3126.67中央竖井底板880.8=51.2井壁(含检修平台)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扣进水孔34.2*0.3=-3.78井内素砼找坡3.723.33/2=18.417YT12-32池底板（含排泥沟

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进出水设施m3141.51压力进水沟(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进水口支墩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 页，共 128 页工工 程程 量量 计计 算算 书书工工程程名名称称：冷却塔（淋水面积5500m2)序序号号定定额额编编号号项项目目名名称称 计计 算算 式式单单位位数数量量第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 页，共 128 页工工 程程 量量 计计 算算 书书工工程程名名称称：冷却塔（淋水面积5500m2)序序号号定定额额编编号号项项目目名名称称 计计 算算 式式单单位位数数量量第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 页，共 128 页工工 程程 量量 计计 算算 书书工工程程名名称称：冷却塔（淋水面积5500m2)序序号号定定额额编编号号项项目目名名称称 计计 算算 式式单单位位数数量量第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填料层牛腿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配水层牛腿(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塔顶平台（刚性环）2*3.14*(28.379-1.15/2)*1.15*0.25=50.250.20塔顶栏护板（刚性环）(27.229+0.15/2)*2*3.1415*1*0.15=25.7325.73扣椭圆门孔3.141.030.3550.045-3.140.980.305(0.509+0.455*2+0.406)/4=0.44-0.44二 预制构件混凝土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单排柱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双排柱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 页，共 128 页工工 程程 量量 计计 算算 书书工工程程名名称称：冷却塔（淋水面积5500m2)序序号号定定额额

40、编编号号项项目目名名称称 计计 算算 式式单单位位数数量量 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预制梁m3796.36配水层主梁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配水层次梁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填料层组主梁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填料层次梁TCL01(352根)(5.610-0.22*2)*0

46、.2*0.5+0.22*0.2*0.3*2)*352191.28第 13 页，共 128 页工工 程程 量量 计计 算算 书书工工程程名名称称：冷却塔（淋水面积5500m2)序序号号定定额额编编号号项项目目名名称称 计计 算算 式式单单位位数数量量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压力水槽预制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.