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1、排水溝特性表序號名稱長度（m）溝深（m）底寬（m）口寬（m）邊坡（1：m）比降控制面積(km2)設(shè)計(jì)流量(m3/s)1斗溝-17401.81.76.01:1.21：60001.681.142斗溝-21761.81.76.01:1.21：60000.680.463斗溝-36011.81.76.01:1.21：60000.570.394斗溝-44331.81.76.01:1.21：60000.660.455斗溝-55451.81.76.01:1.21：60000.750.516斗溝-66121.83.78.01:1.21：60000.830.567斗溝-73421.81.76.01:1.21：60
2、000.650.448斗溝-83381.81.76.01:1.21：60000.780.539斗溝-92281.81.76.01:1.21：60000.920.6310斗溝-106111.81.76.01:1.21：60000.490.3311斗溝-11123722.06.81:1.21：60001.310.8912斗溝-125241.81.76.01:1.21：60000.540.37合計(jì)638714330.000526327720.000526335240.000526345450.000526356120.000526363420.180.000526373380.00052638228
3、0.000526396110.0005263101760.0005263117400.0005263126010.00052631310550.00052631.44備注清淤10.681.14246.9125114.88 3068.928清淤20.680.46246.9121216.512 729.9072清淤30.680.38766.9124154.112 2492.467清淤40.680.44889.06.9122992.896 1795.738清淤50.680.517.06.9123767.04 2260.224清淤60.680.564413.010.5126433.344 3860.0
4、06清淤70.680.4425.06.9122363.904 1418.342清淤80.680.53045.06.9122336.256 1401.754清淤90.680.62566.9121575.936 945.5616清淤100.680.33326.9124223.232 2533.939清淤、襯砌110.680.89088.58.810885.66531.36清淤120.680.36725.06.9123621.888 2173.133斗溝清淤挖方 2.921136農(nóng)溝清淤挖方 0.743175新建農(nóng)溝挖方 0.4785750.2278950.4063160.2757890.28684
5、20.3221050.180.1778950.120.3215790.0926320.3894740.3163160.555263180排水溝特性表序號名稱長度（m）溝深（m）底寬（m）口寬（m）邊坡（1：m）比降1清淤農(nóng)溝-19971.513.51:1.21:30002清淤農(nóng)溝-22391.513.51:1.21:30003清淤農(nóng)溝-39081.513.51:1.21:30004清淤農(nóng)溝-45591.513.51:1.21:30005清淤農(nóng)溝-59671.513.51:1.21:30006開挖農(nóng)溝-12431.513.51:1.21:30007開挖農(nóng)溝-22071.513.51:1.21:3
6、0008開挖農(nóng)溝-32291.513.51:1.21:30009開挖農(nóng)溝-41111.513.51:1.21:300010開挖農(nóng)溝-56281.513.51:1.21:3000合計(jì)3852控制面積(km2)設(shè)計(jì)流量(m3/s)備注0.420.29清淤0.3778110.68 0.2854573.3752.025 2018.9250.290.20清淤0.2610.680.19723.3752.025483.9750.380.26清淤0.3440840.68 0.2599753.3752.0251838.70.330.22清淤0.2970.680.22443.3752.025 1131.9750.
7、410.28清淤0.3664420.68 0.2768673.3752.025 1958.1750.290.20開挖0.2610.680.19723.375820.1250.420.29開挖0.3780.680.28563.375698.6250.340.23開挖0.3060.680.23123.375772.8750.410.28開挖0.3690.680.27883.375374.6250.470.32開挖0.4230.680.31963.3752119.5道路特性表序號名稱長度（m）類型1砂石田間道-1494泥結(jié)石路面寬3.5m，土路肩，路基寬度5.0m2砂石田間道-2255泥結(jié)石路面寬3
8、.5m，土路肩，路基寬度5.0m3砂石田間道-31058泥結(jié)石路面寬3.5m，土路肩，路基寬度5.0m4砂石田間道-4333泥結(jié)石路面寬3.5m，土路肩，路基寬度5.0m5砂石田間道-5490泥結(jié)石路面寬3.5m，土路肩，路基寬度5.0m6砂石田間道-6425泥結(jié)石路面寬3.5m，土路肩，路基寬度5.0m7砂石田間道-72266泥結(jié)石路面寬3.5m，土路肩，路基寬度5.0m8砂石田間道-8689泥結(jié)石路面寬3.5m，土路肩，路基寬度5.0m9砂石田間道-9795泥結(jié)石路面寬3.5m，土路肩，路基寬度5.0m10砂石田間道-10761泥結(jié)石路面寬3.5m，土路肩，路基寬度5.0m11砂石田間道-
9、11411泥結(jié)石路面寬3.5m，土路肩，路基寬度5.0m12砂石田間道-12344泥結(jié)石路面寬3.5m，土路肩，路基寬度5.0m13砂石田間道-13229泥結(jié)石路面寬3.5m，土路肩，路基寬度5.0m合計(jì)8550路床壓實(shí)（m2）路肩土方（m3）路基土方（m3）泥結(jié)石路面（m2）細(xì)碎石面層（m2）24701195531729172912756128689389352902541185370337031665803731166116624501185491715171521251024761488148811330544253879317931344516577224122412397519189
10、027832783380518385226642664205599460143914391720833851204120411455525680280242750205295762992529925道路特性表序號名稱長度（m）類型路床壓實(shí)（m2）1水泥田間道-11185砼路面寬3.5m，素土路肩，路基寬度5.0m59252水泥田間道-21906砼路面寬3.5m，素土路肩，路基寬度5.0m95303水泥田間道-31552砼路面寬3.5m，素土路肩，路基寬度5.0m77604水泥田間道-4397砼路面寬3.5m，素土路肩，路基寬度5.0m19855水泥田間道-5419砼路面寬3.5m，素土路肩，路
11、基寬度5.0m20956水泥田間道-61781砼路面寬4.0m，素土路肩，路基寬度5.5m97967水泥田間道-7241砼路面寬4.0m，素土路肩，路基寬度5.5m13268水泥田間道-81522砼路面寬4.0m，素土路肩，路基寬度5.5m83719水泥田間道-9829砼路面寬4.0m，素土路肩，路基寬度5.5m456010水泥田間道-10739砼路面寬4.0m，素土路肩，路基寬度5.5m4065合計(jì)1057155411路肩土方（m3）砼（m2）三七灰土墊層（m3）353414871143.55686671114443.5462543293143.5118139023843.512514672
12、513.53.5531712410693.54.0729641453.54.0栽種景觀樹45460889133.54.0栽種景觀樹24733164974.04.0栽種景觀樹22029564434.0栽種景觀樹3150395556343景觀樹設(shè)計(jì)成果表序號名稱林帶長度（m）樹種林帶等級1水泥田間道-7241松樹兩側(cè)單行間隔2m2水泥田間道-81522松樹兩側(cè)單行間隔2m3水泥田間道-9829松樹兩側(cè)單行間隔2m4水泥田間道-10739松樹兩側(cè)單行間隔2m5砂石田間道-10761松樹兩側(cè)單行間隔2m6砂石田間道-11411松樹兩側(cè)單行間隔2m7砂石田間道-12344松樹兩側(cè)單行間隔2m8砂石田間道
13、-13229松樹兩側(cè)單行間隔2m9清淤斗溝-4433松樹兩側(cè)單行間隔2m10清淤斗溝-5545松樹兩側(cè)單行間隔2m11清淤斗溝-6612松樹兩側(cè)單行間隔2m12新開農(nóng)溝-4111松樹兩側(cè)單行間隔2m合計(jì)6777序號名稱長度（m）溝深（m）底寬（m）口寬（m）施工橫截面積（m2）土方量(m3)備注1斗溝-14331.51.56.031340清淤2斗溝-27721.51.56.032388清淤3斗溝-3524114.01721清淤4斗溝-45451.51.56.031686清淤5斗溝-5612228.063366清淤6斗溝-63421.51.56.031058清淤7斗溝-73381.51.56.0
14、31046清淤8斗溝-8228114.01314清淤9斗溝-9611114.01840清淤10斗溝-101761.51.56.03545清淤11斗溝-117401.51.56.032289清淤12斗溝-12601114.01826清淤13斗溝-131055114.011451清淤合計(jì)178691清淤農(nóng)溝-19081121.51362清淤2清淤農(nóng)溝-22391121.5359清淤3清淤農(nóng)溝-35591121.5839清淤4清淤農(nóng)溝-49671121.51451清淤5清淤農(nóng)溝-59971121.51496清淤合計(jì)55056新開農(nóng)溝-16281121.5942新建7新開農(nóng)溝-21111232.527
15、8新建8新開農(nóng)溝-32291121.5344新建9新開農(nóng)溝-42431121.5365新建10新開農(nóng)溝-52071121.5311新建合計(jì)2238橫截面積清淤量60.553.09375 1339.59460.553.09375 2388.37530.551.375720.560.553.09375 1686.094100.555.5336660.553.09375 1058.06360.553.09375 1045.68830.551.375313.530.551.375840.12560.553.09375544.560.553.09375 2289.37530.551.375826.375
16、30.551.375 1450.625213622358.52838.521450.521495.529423277.52343.52364.52310.5橋編號所在路編號所在溝編號寬度（m）跨度（m）工程性質(zhì)農(nóng)橋1水泥田間道-1東張大溝48新建農(nóng)橋2水泥田間道-3修復(fù)斗溝A-348新建農(nóng)橋3砂石田間道-548新建農(nóng)橋4砂石田間道-546新建農(nóng)橋5水泥田間道-546新建農(nóng)橋6砂石田間道-9小曹溝48新建農(nóng)橋7砂石田間道-23斗溝-1146新建農(nóng)橋8砂石田間道-22農(nóng)溝-1144新建農(nóng)橋9生產(chǎn)路-15斗溝-1046新建農(nóng)橋10生產(chǎn)路-18斗溝-946新建農(nóng)橋11砂石田間道-13斗溝-844新建農(nóng)
17、橋12砂石田間道-24斗溝-1344新建農(nóng)橋13砂石田間道-21斗溝-1244新建農(nóng)橋14砂石田間道-18農(nóng)溝-1044新建農(nóng)橋15砂石田間道-20農(nóng)溝-1044新建農(nóng)橋16砂石田間道-20斗溝-1246新建農(nóng)橋17水泥田間道-2西張大溝48新建農(nóng)橋18水泥田間道-8斗溝-246新建農(nóng)橋19生產(chǎn)路-4農(nóng)溝-144新建農(nóng)橋20農(nóng)村道路小曹溝48新建農(nóng)橋21水泥田間道-9農(nóng)溝-1244新建農(nóng)橋22生產(chǎn)路-17斗溝-1044新建農(nóng)橋23砂石田間道-25農(nóng)溝-1144新建農(nóng)橋24砂石田間道-23農(nóng)溝-1244新建下田涵 工程量表 ：座名稱單位工程量358土方開挖m311.632779.57土方回填m3
18、6.21481.8C20砼m31.35322.65C10砼墊層m31.33317.872M成品鋼筋砼管節(jié)2478956擋土墻m32.4573.64*4橋 工程量表 ：座名稱單位工程量土方開挖m31221342土方回填m327297C20砼現(xiàn)澆m32.224.2C25砼現(xiàn)澆m34.650.6M7.5漿砌石基礎(chǔ)m311121M7.5漿砌石m325275二氈三油m23.639.6鋼筋KG5716281過路涵 工程量表 ：座名稱單位工程量土方開挖m324.57142857466.8571土方回填m316.25308.75漿砌塊石（平面護(hù)坡）m36.25118.75漿砌塊石（護(hù)底）m31.528.5漿砌
19、塊石（擋土墻）m310.28571429195.4286其他混凝土 墊層m31.17857142922.39286其他混凝土 壓頂m30.392857143 7.464286混凝土管安裝 平段（公稱直徑 1000mm以內(nèi)）m4764*6橋 工程量表 ：座名稱單位工程量土方開挖m324.5714285762.37 3.668824 22.01294土方回填m316.2541.41 2.435882 14.61529漿砌塊石（平面護(hù)坡）m36.250.37 0.021765 0.130588漿砌塊石（護(hù)底）m31.52.98 0.175294 1.051765漿砌塊石（擋土墻）m310.28571
20、4291.63 0.095882 0.575294其他混凝土 墊層m31.1785714290.98 0.057647 0.345882其他混凝土 壓頂m30.3928571432.13 0.125294 0.751765混凝土管安裝 平段（公稱直徑 1000mm以內(nèi)）m40.170.010.063.9 0.229412 1.3764714.2 0.247059 1.4823530.63 0.037059 0.2223531.2 0.070588 0.423529124.8 7.341176 44.047064.3 0.252941 1.517647機(jī)井66160025農(nóng)用井成孔松散層類（孔徑
21、450500mm）10(m)774258260089農(nóng)用井井管安裝鋼筋混凝土管（孔徑450500mm）10(m)774258360098農(nóng)用井填封非透水層（孔徑500550mm）10(m)77.4258460107農(nóng)用井洗井抽水洗井（孔徑450500mm）10(m)258258540076預(yù)制混凝土平板100(m3)0.22258630062漿砌磚（基礎(chǔ)）100(m3)2.26258740156鋼筋制作U型渡槽安裝（人力）100(t)0.12258840005中孔底板100(m3)2.582588M橋4個(gè)6米橋204M43井66355535550.355.511850.000853 0.1577520.00876 1.6205430.000465 0.0860470.011.85
泗縣規(guī)劃路溝渠參數(shù)表格成果0917
