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1、綜綜合合單單價(jià)價(jià)明明細(xì)細(xì)表表(一一)項(xiàng)目編碼項(xiàng)目名稱計(jì)量單位工程數(shù)量單價(jià)(元)合價(jià)(元)1.1灌溉站 共計(jì)6座468952.561.1.1二窯排澇站(350HW-5)1座71677.561基坑土方開(kāi)挖m386.5102.64228.392基坑土方回填m361.0906.86419.08330*30cm預(yù)制方樁,樁長(zhǎng)3米根6.000639.563837.364鋼筋混凝土預(yù)制樁破除樁頭根6.00030.15180.905出水池:C25m31.730429.51743.056出水池-側(cè)墻-C25m32.740435.491193.247出水池-蓋板-預(yù)制蓋板C30m33.400911.773100.
2、028灌溉站素砼護(hù)底-C20m30.400400.32160.139灌溉站梁及水泵梁 C25m33.080467.741440.6410灌溉站構(gòu)造柱C25m38.280470.733897.6411灌溉站板C25m33.090461.601426.3412灌溉站支墩C20m30.180419.3175.4813灌溉站-踏板C30m30.230972.51223.6814灌溉站-預(yù)制塊護(hù)坡C20m33.680538.521981.7515鋼筋加工及安裝t1.8165512.4310010.5716泵房C25構(gòu)造柱、頂圈梁C30m32.0501474.493022.7017泵房C25 屋頂C30m
3、31.760767.331350.5018鋼筋加工與安裝t0.4425653.722498.9419M7.5混合砂漿砌墻m35.550625.233470.0320屋頂-藍(lán)色瓦m214.70099.961469.4121外墻面粉面m224.70027.35675.5522灰色面磚外墻面m240.490376.4415242.0623內(nèi)墻面粉面m219.70024.32479.1024內(nèi)墻面白色乳膠漆m219.70021.46422.7625拋光磚樓面m25.650116.26656.8726防水卷材屋面m214.700118.771745.9227白色乳膠漆平頂m214.70030.85453
4、.5028鋁合金窗(設(shè)穿16鋼筋防盜窗)m24.500458.172061.77290.9*2.0m防盜門扇1.0001500.001500.003060cm寬砼散水m28.10066.87541.6531滅火箱個(gè)1.000800.00800.0032排水-閘塘積水m3360.0000.2175.6033圍堰m3575.0005.503162.5034圍堰拆除m3360.0001.74626.4035腳手架項(xiàng)1.0002504.032504.031.1.2-1.1.6二窯灌溉站(400HW)等 5座397275.001基坑土方開(kāi)挖m3925.0002.642442.002基坑土方回填m3625
5、.0006.864287.50330*30cm預(yù)制方樁C30根30.0001216.1036483.004鋼筋混凝土預(yù)制樁破除樁頭根30.00030.15904.505出水池及擋墻-素砼墊層C25m316.200436.347068.716出水池-底板C30m34.850429.562083.377涵洞-底板C20m37.980745.005945.108擋墻-底板C25m38.450432.403653.789出水池-側(cè)墻C30m37.760435.493379.4010擋墻-翼墻C30m319.400437.768492.5411出水池-蓋板C30m30.820927.13760.2512
6、灌溉站-素砼護(hù)底C20m32.000400.32800.6413灌溉站-梁及水泵梁C25m315.410467.747207.8714灌溉站-構(gòu)造柱C25m341.400470.7319488.2215灌溉站-板C25m315.440461.607127.1016灌溉站-支墩C20m30.920419.27385.7317灌溉站-踏板C30m31.130972.511098.9418灌溉站-預(yù)制塊護(hù)坡C20m318.400538.529908.77綜綜合合單單價(jià)價(jià)明明細(xì)細(xì)表表(一一)項(xiàng)目編碼項(xiàng)目名稱計(jì)量單位工程數(shù)量單價(jià)(元)合價(jià)(元)19鋼筋加工及安裝t9.3025512.4351276.62
7、20泵房C25構(gòu)造柱、頂圈梁C30m310.2501474.4915113.5221屋頂-泵房C25m38.820767.336767.8522鋼筋加工與安裝t2.2085653.7212483.4123M7.5混合砂漿砌墻m327.750625.2317350.1324屋頂-藍(lán)色瓦m273.50099.967347.0625外墻面粉面m2123.50027.353377.7326灰色面磚外墻面m2202.450376.4476210.2827內(nèi)墻面粉面m298.50024.322395.5228內(nèi)墻面白色乳膠漆m298.50021.462113.8129拋光磚樓面m228.250116.26
8、3284.3530防水卷材屋面m273.500118.778729.6031白色乳膠漆平頂m273.50030.852267.4832鋁合金窗(設(shè)穿16鋼筋防盜窗)m222.500458.1710308.83330.9*2.0m防盜門扇5.0001500.007500.003460cm寬砼散水m240.50066.872708.2435滅火箱個(gè)5.000400.002000.0036降排水-排除閘塘積水施工期間滲水m31800.0000.21378.0037圍堰m32875.0005.5015812.5038圍堰拆除m32875.0005.5015812.5039腳手架項(xiàng)5.0002504.0
9、312520.151.2輸變電線路配套78403.901.2.1變壓器(S11-M-50)座5.00013280.7866403.901.2.2低壓輸變電線路配套0.4KVkm0.20060000.0012000.001.31.3.1-1.3.4防滲渠(梯形,口寬1.8m)共計(jì)0.91km187866.031一般土方開(kāi)挖m3926.2903.933640.322一般土方填筑m31683.50025.8343484.813防滲渠-底板C25m358.240423.2124647.754防滲渠-側(cè)板預(yù)制及安裝C25m3123.760341.4542257.855防滲渠-壓頂C25m354.6004
10、48.0024460.806普通模板m2418.60095.6240026.537鋼筋加工及安裝t1.8435072.159347.971.4埋設(shè)管道267781.981.4.1蘆舍墾田管道灌溉 0.5km267781.981.5蘆舍墾田管道灌溉km0.500535563.95267781.981.5.1節(jié)制閘443159.381.5.1.1蘆舍墾田北橋閘(B=4m,直升門) 拆建 1座229079.691拆除老閘-節(jié)制閘座1.00015000.0015000.002基坑土方開(kāi)挖m3435.0002.641148.4032、基坑土方回填m3279.0006.861913.944閘室-素砼墊層C
11、25m39.140422.913865.405閘室-底板C25m361.320431.1526438.126閘室-墩身C25m370.150438.2130740.437閘室-頂板C25m39.500444.044218.388閘室-閘門C30m33.5603863.0113752.329閘室-支撐梁C25m31.000467.52467.5210閘室-排架C30m31.770448.43793.7211閘室-鋼筋混凝土欄桿C30m33.4201370.164685.9512鋼筋加工及安裝-閘室t9.1705513.2050556.04135t手動(dòng)葫蘆-閘室只2.000700.001400.0
12、0綜綜合合單單價(jià)價(jià)明明細(xì)細(xì)表表(一一)項(xiàng)目編碼項(xiàng)目名稱計(jì)量單位工程數(shù)量單價(jià)(元)合價(jià)(元)14警示樁-閘室個(gè)16.000100.001600.0015井點(diǎn)降水項(xiàng)1.00029512.9329512.9316普通模板-底板m2228.45068.9015740.2117普通模板-中部m2142.380107.3115278.8018普通模板-上部m277.740122.489521.6019承重模板m221.60073.201581.1220止水項(xiàng)1.000514.81514.8121吊環(huán)項(xiàng)1.000350.00350.001.5.1.2強(qiáng)為庵水閘(B=4m,直升門) 新建 1座214079.6
13、91基坑土方開(kāi)挖m3435.0002.641148.402基坑土方回填m3279.0006.861913.943閘室-素砼墊層C25m39.140422.913865.404閘室-底板C25m361.320431.1526438.125閘室-墩身C25m370.150438.2130740.436閘室-頂板C25m39.500444.044218.387閘室-閘門C30m33.5603863.0113752.328閘室-支撐梁C25m31.000467.52467.529閘室-排架C30m31.770448.43793.7210閘室-鋼筋混凝土欄桿C30m33.4201370.164685.9
14、511鋼筋加工及安裝-閘室t9.1705513.2050556.04125t手動(dòng)葫蘆-閘室只2.000700.001400.0013警示樁-閘室個(gè)16.000100.001600.0014井點(diǎn)降水項(xiàng)1.00029512.9329512.9315普通模板-底板m2228.45068.9015740.2116普通模板-中部m2142.380107.3115278.8017普通模板-上部m277.740122.489521.6018承重模板m221.60073.201581.1219止水項(xiàng)1.000514.81514.8120吊環(huán)項(xiàng)1.000350.00350.001.5.2機(jī)耕橋2534604.5
15、61.5.2.1-1.5.2.2強(qiáng)為勝利橋L=15m,B=4.5m等(拆建)2座418815.851圍堰-橋梁座1.00047209.9547209.952舊橋拆除座2.00040000.0080000.003基坑土方開(kāi)挖m3330.0002.64871.204基坑土方回填m325.1106.86172.255橋頭接線m24.620114.02526.776鋼筋混凝土預(yù)制樁-橋梁30*30cm預(yù)制方樁,樁長(zhǎng)8.5米 C30根32.0001223.9439166.087橋臺(tái)-底板C25m343.270430.0818609.568橋臺(tái)-臺(tái)身C20m356.390461.8026040.909橋臺(tái)
16、-臺(tái)帽C25m38.120452.423673.6510橋墩-立柱C25m315.700470.737390.4611橋墩-承臺(tái)C25m318.900450.388512.1812橋墩-蓋梁C25m314.500451.086540.6613橋臺(tái)-路緣C25m31.400513.97719.5614橋臺(tái)-擋塊C25m30.530497.78263.8215C30鋼筋混凝土預(yù)制實(shí)心板C30m338.1601137.5443408.53162cm油毛氈支座m224.84014.03348.5117排水管-橋面8cmPVC排水管,間距200cmm60.00032.521951.2018橋面鋪裝C30
17、m38.400537.424514.3319鉸縫-板梁C40m32.360676.901597.4820鋼筋混凝土欄桿C30m32.6801370.163672.0321鋼筋加工及安裝t13.8875513.9876572.6422限載標(biāo)志項(xiàng)1.0002000.002000.00綜綜合合單單價(jià)價(jià)明明細(xì)細(xì)表表(一一)項(xiàng)目編碼項(xiàng)目名稱計(jì)量單位工程數(shù)量單價(jià)(元)合價(jià)(元)23橋名牌項(xiàng)1.0001200.001200.0024模板項(xiàng)1.00038144.4938144.4925承重模板m278.00073.205709.601.5.2.3-1.5.2.4-1.5.2.12強(qiáng)為牛路溝橋L=12m,B=4
18、.5m等(拆建)3座421437.771圍堰座1.00053954.2253954.222舊橋拆除座3.00020000.0060000.003基坑土方開(kāi)挖m3405.0002.641069.204基坑土方回填m338.2506.86262.405橋頭接線m211.700114.021334.036橋臺(tái)-底板C25m381.090430.0834875.197橋臺(tái)-臺(tái)身C20m3123.300461.8056939.948橋臺(tái)-臺(tái)帽C25m312.180452.425510.489橋墩-立柱C25m32.700513.971387.7210橋臺(tái)-擋塊C25m30.800497.78398.22
19、11C30鋼筋混凝土預(yù)制實(shí)心板C30m344.8801137.5451052.80122cm油毛氈支座m210.26014.03143.9513排水管-橋面8cmPVC排水管,間距200cmm36.00032.521170.7214橋面鋪裝C30m310.080538.495427.9815鉸縫-板梁C40m31.890676.901279.3416接頭-空心板梁C25m30.450607.53273.3917鋼筋混凝土欄桿C30m33.7301370.165110.7018鋼筋加工及安裝t16.0545513.9888521.4319限載標(biāo)志項(xiàng)1.0003000.003000.0020橋名牌
20、項(xiàng)1.0001800.001800.0021模板項(xiàng)1.00039361.6639361.6622承重模板m2117.00073.208564.401.5.2.11-1.5.2.12蘆舍三組通墾橋L=12m,B=4.5m等(新建) 2座240957.08500101002028 圍堰座1.00035969.4735969.47500101002020 基坑土方開(kāi)挖m3270.0002.64712.80500103001015 基坑土方回填m325.5006.86174.93500109001172 橋頭接線m27.800114.02889.36500109001173 橋臺(tái)-底板C25m354.
21、060430.0823250.12500109001174 橋臺(tái)-臺(tái)身C20m382.200461.8037959.96500109001175 橋臺(tái)-臺(tái)帽C25m38.120452.423673.65500109001176 橋臺(tái)-路緣C25m31.800513.97925.15500109001177 橋臺(tái)-擋塊C25m30.530497.78263.82500109001178 C30鋼筋混凝土預(yù)制實(shí)心板C30m329.9201137.5434035.20500109001179 2cm油毛氈支座m26.84014.0395.97500109001180排水管-橋面8cmPVC排水管,間
22、距200cmm24.00032.52780.48500109001181 橋面鋪裝C30m36.720538.493618.65500109001182 鉸縫-板梁C40m31.260676.90852.89500109001183 接頭-空心板梁C25m30.300607.53182.26500109001184 鋼筋混凝土欄桿C30m32.4901370.163411.70500111001015 鋼筋加工及安裝t10.7025513.9859010.61500110001036 限載標(biāo)志項(xiàng)1.0002000.002000.00500110001037 橋名牌項(xiàng)1.0001200.0012
23、00.00500110001038 模板項(xiàng)1.00026240.4626240.46500110001060 承重模板m278.00073.205709.601.5.2.5-1.5.2.6強(qiáng)為幸福橋 L=10m,B=4.5m等(拆建)2座259525.001舊橋拆除座2.00020000.0040000.00綜綜合合單單價(jià)價(jià)明明細(xì)細(xì)表表(一一)項(xiàng)目編碼項(xiàng)目名稱計(jì)量單位工程數(shù)量單價(jià)(元)合價(jià)(元)2基坑土方開(kāi)挖m3270.0002.64712.803基坑土方回填m325.5006.86174.934橋頭接線m27.800114.02889.365橋臺(tái)-底板C25m354.060430.08232
24、50.126橋臺(tái)-臺(tái)身C20m3121.640461.8056173.357橋臺(tái)-臺(tái)帽C25m38.120452.423673.658橋臺(tái)-路緣C25m31.800513.97925.159橋臺(tái)-擋塊C25m30.530497.78263.8210C30鋼筋混凝土預(yù)制實(shí)心板C30m329.9201238.0637042.76112cm油毛氈支座m26.84014.0395.9712排水管-橋面8cmPVC排水管,間距200cmm24.00032.52780.4813橋面鋪裝C30m35.600537.423009.5514鉸縫-板梁C40m31.050676.90710.7515接頭-空心板梁
25、C25m30.300607.53182.2616鋼筋混凝土欄桿C30m32.2201370.163041.7617鋼筋加工及安裝t10.5765512.4358299.4618限載標(biāo)志項(xiàng)1.0002000.002000.0019橋名牌項(xiàng)1.0001200.001200.0020模板項(xiàng)1.00024244.0324244.0321承重模板m239.00073.202854.801.5.2.14蘆舍墾田中心河橋L=10m,B=4.5m(新建) 1座111204.001基坑土方開(kāi)挖m3135.0002.64356.402基坑土方回填m312.7506.8687.473橋頭接線m23.900114.0
26、2444.684橋臺(tái)-底板C25m327.030430.0811625.065橋臺(tái)-臺(tái)身C20m360.820461.8028086.686橋臺(tái)-臺(tái)帽C25m34.060452.421836.837橋臺(tái)-路緣C25m30.900513.97462.578橋臺(tái)-擋塊C25m30.270497.77134.409C30鋼筋混凝土預(yù)制實(shí)心板C30m314.9601238.0618521.38102cm油毛氈支座m23.42014.0347.9811排水管-橋面8cmPVC排水管,間距200cmm12.00032.52390.2412橋面鋪裝C30m32.800537.421504.7813鉸縫-板梁
27、C40m30.530676.90358.7614接頭-空心板梁C25m30.150607.5391.1315鋼筋混凝土欄桿C30m31.1101370.161520.8816鋼筋加工及安裝t5.2885513.9829157.9317限載標(biāo)志項(xiàng)1.0001000.001000.0018橋名牌項(xiàng)1.000600.00600.0019模板項(xiàng)1.00012122.0312122.0320承重模板m239.00073.202854.801.5.2.20蘆舍興旺橋 L=8m,B=4.5m等(拆建) 1座79817.931基坑土方開(kāi)挖m3135.0002.64356.402基坑土方回填m312.7506.
28、8687.473橋頭接線m26.150114.02701.224橋臺(tái)-底板C25m319.260430.088283.345橋臺(tái)-臺(tái)身C20m327.620461.8012754.926橋臺(tái)-臺(tái)帽C25m34.060452.421836.837橋臺(tái)-路緣C25m30.700513.97359.788橋臺(tái)-擋塊C25m30.270497.77134.409C30鋼筋混凝土預(yù)制實(shí)心板C30m310.6401238.0613172.96102cm油毛氈支座m23.42014.0347.9811排水管-橋面8cmPVC排水管,間距200cmm10.00032.52325.20綜綜合合單單價(jià)價(jià)明明細(xì)細(xì)表
29、表(一一)項(xiàng)目編碼項(xiàng)目名稱計(jì)量單位工程數(shù)量單價(jià)(元)合價(jià)(元)12橋面鋪裝C30m32.240537.421203.8213鉸縫-板梁C40m30.420676.90284.3014接頭-空心板梁C25m30.150607.5391.1315鋼筋混凝土欄桿C30m30.8101370.161109.8316鋼筋加工及安裝t4.0795513.9822491.5217限載標(biāo)志項(xiàng)1.0001000.001000.0018橋名牌項(xiàng)1.000600.00600.0019模板項(xiàng)1.00012122.0312122.0320承重模板m239.00073.202854.801.5.2.71.5.2.81.5
30、.2.151.5.2.16強(qiáng)為向陽(yáng)一橋L=8m,B=4.5m等(新建)4座310672.551基坑土方開(kāi)挖m3540.0002.641425.602基坑土方回填m351.0006.86349.863橋頭接線m224.600114.022804.894橋臺(tái)-底板C25m377.020430.0833124.765橋臺(tái)-臺(tái)身C20m3110.480461.8051019.666橋臺(tái)-臺(tái)帽C25m316.240452.427347.307橋臺(tái)-路緣C25m32.800513.971439.128橋臺(tái)-擋塊C25m31.070497.78532.629C30鋼筋混凝土預(yù)制實(shí)心板C30m342.5601
31、238.0652691.83102cm油毛氈支座m213.68014.03191.9311排水管-橋面8cmPVC排水管,間距200cmm40.00032.521300.8012橋面鋪裝C30m38.960537.424815.2813鉸縫-板梁C40m31.680676.901137.1914接頭-空心板梁C25m30.600607.53364.5215鋼筋混凝土欄桿C30m33.2401370.164439.3216鋼筋加工及安裝t16.3125513.9889944.0417限載標(biāo)志項(xiàng)1.0004000.004000.0018橋名牌項(xiàng)1.0002400.002400.0019模板項(xiàng)1.0
32、0048489.0348489.0320承重模板m239.00073.202854.801.5.2.91.5.2.17強(qiáng)為沙莊河橋L=6m,B=4.5m等(拆建) 2座193202.061基坑土方開(kāi)挖座2.0008000.0016000.002基坑土方回填m3270.0002.64712.803橋頭接線m325.5006.86174.934橋臺(tái)-底板C25m27.800114.02889.365橋臺(tái)-臺(tái)身C20m346.870430.0820157.856橋臺(tái)-臺(tái)帽C25m3137.180461.8063349.727橋臺(tái)-路緣C25m38.120452.423673.658橋臺(tái)-擋塊C25m
33、31.800513.91925.049C30鋼筋混凝土預(yù)制實(shí)心板C30m30.530497.78263.82102cm油毛氈支座m315.2401238.0618868.0311排水管-橋面8cmPVC排水管,間距200cmm26.84014.0395.9712橋面鋪裝C30m20.00032.52650.4013鉸縫-板梁C40m33.360537.421805.7314接頭-空心板梁C25m30.630676.90426.4515鋼筋混凝土欄桿C30m31.5701370.162151.1516鋼筋加工及安裝t6.0455513.9833332.0117限載標(biāo)志項(xiàng)1.0002000.002
34、000.0018橋名牌項(xiàng)1.0001200.001200.0019模板項(xiàng)1.00023670.3523670.3520承重模板m239.00073.202854.80綜綜合合單單價(jià)價(jià)明明細(xì)細(xì)表表(一一)項(xiàng)目編碼項(xiàng)目名稱計(jì)量單位工程數(shù)量單價(jià)(元)合價(jià)(元)1.5.2.101.5.2.181.5.2.191.5.2.221.5.2.231.5.2.21 強(qiáng)為三組墾北橋L=6m,B=4.5m等(新建) 6座478568.761基坑土方開(kāi)挖m3810.0002.642138.402基坑土方回填m376.5006.86524.793橋頭接線m223.400114.022668.074橋臺(tái)-底板C25m3
35、140.620430.0860477.855橋臺(tái)-臺(tái)身C20m3411.550461.80190053.796橋臺(tái)-臺(tái)帽C25m324.370452.4211025.487橋臺(tái)-路緣C25m35.400513.912775.118橋臺(tái)-擋塊C25m31.600497.77796.439C30鋼筋混凝土預(yù)制實(shí)心板C30m345.7201238.0656604.10102cm油毛氈支座m220.52014.03287.9011排水管-橋面8cmPVC排水管,間距200cmm60.00032.521951.2012橋面鋪裝C30m310.080537.425417.1913鉸縫-板梁C40m31.890676.901279.3414鋼筋混凝土欄桿C30m34.7101370.166453.4515鋼筋加工及安裝t18.1345513.9899990.5116限載標(biāo)志項(xiàng)1.0006000.006000.0017
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