农办水毁结算表20151016

1、宁宁化化县县农农办办水水毁毁工工程程投投资资预预算算表表序号项目名称单位实际完成量单价（元）合价（元）备注一一曹曹坊坊乡乡2 21 12 23 32 26 6. .9 95 51 1双双石石村村寨寨子子下下防防洪洪堤堤水水毁毁修修复复工工程程4 40 05 57 77 7. .0 09 9埋石砼防洪堤拆除长10m，埋石砼长37m，水面以上游高2m，下游高2.2m，基础高0.5m。（资金有多时上游可加长）土方开挖（人工30%，机械70%）m375.115.67425.8775.11开挖料回填（人工30%，机械70%）m3108.007.41800.28后坡填：高2m，宽3m，长36m108埋石砼

2、拆除m312.00142.831714.00长10m12C15埋石砼基础m349.21312.2215364.3549.21C15埋石砼挡墙47.79312.2214920.9947.79模板制作与安装（钢）m2192.4038.217351.60192.42 2下下曹曹排排洪洪沟沟修修复复6 65 50 06 64 4. .0 03 3共10段，长：右长26m，高2m右长7m，高2.8m左长6m，高2.5m两边长8.5m，高2.5m5.8+2+6.8+5.5+3(村里已修复)右长7m，高2.5m右长12.5m，高2.5m河床铺底长16.5m，宽2.5m，厚0.3m左长11.4m，高2m左长5

3、m，高2m136.5土方开挖（人工30%，机械70%）m3252.535.671431.85252.530.00开挖料回填（人工30%，机械70%）m3153.907.411140.4041.60C15埋石砼基础m363.92312.2219957.1016.9模板制作与安装（钢）m2193.8038.217405.1026M7.5浆砌石m3102.59246.4025278.1831.2C15埋石砼墙身m328.69312.228957.59C25盖板m31.2376.07451.28长4m，宽1.5m，厚0.2m钢筋制安T0.1054210.94442.530.1053 3滑滑石石村村6

4、65 55 51 14 4. .8 87 7滑石村温坊案背防洪堤水毁修复工程m37580.11原设计两侧坡比1:0.15，修复长31m，高2.4m，量原基础厚0.84m土方开挖（人工30%，机械70%）m362.625.67355.0662.62开挖料回填（人工30%，机械70%）m389.287.41661.5689.28C15埋石砼基础m323.56312.227355.9023.56C15埋石砼墙身m356.54312.2217652.9256.54模板制作与安装（钢）210.8038.218054.67210.8围堰项1.003500.003500.00需做围堰长35m滑石村水东水渠水

5、毁修复工程m2 23 31 19 91 1. .1 12 2水渠长220m，尺寸30*30cm；土方开挖（人工30%，机械70%）m3135.965.67770.89135.96开挖料回填（人工30%，机械70%）m332.347.41239.6432.34C20砼渠道m327.72375.6110411.9127.72模板制作与安装（钢）m2308.0038.2111768.68308滑石村黄家庄水渠水毁修复工程m4 47 74 43 3. .6 64 4水渠长45m，尺寸30*30cm土方开挖（人工30%，机械70%）m327.815.67157.6827.81开挖料回填（人工30%，机械

6、70%）m36.627.4149.026.62C20砼渠道m35.67375.612129.715.67模板制作与安装（钢）m263.0038.212407.23634 4官官地地村村2 20 08 88 85 5. .2 26 6官地村上黄排洪沟m1 11 17 71 12 2. .1 15 5下游至上游，外坡1:0，共8处：左长17m，高2m，高0.9m左长12m，高0.9m右长5m，高0.9m两边长6m，高1m，加铺底长6m 左长3m，高1.2m右长13m，高1.2m左长6m，高1.2m长6.5m，高1.2m74.5土方开挖（人工30%，机械70%）m331.675.67179.545.

7、74M7.5浆砌石m37.38246.409209.696.66C15砼压顶m22.350.005.1C15埋石砼铺底m7.44312.222322.92官地村范家畲排洪沟m9 91 17 73 3. .1 11 1两段：13+2m，高1.1m，外坡1:0.15，面宽0.3m，基础厚0.6m，拆除埋石砼12m，C15砼拆除m313.55142.831935.3913.55C15埋石砼基础m9.27312.222894.289.27C15埋石砼堤身m27.67312.222394.737.67模板制作与安装（钢）m51.0038.211948.7151.005 5上上曹曹村村2 20 02 28

8、 85 5. .7 70 0上曹村张屋坑水坝修复m6896.55原有上部为C15埋石砼（矩形，如右图），下部浆砌石（不清），建议做C15埋石砼土方开挖（人工30%，机械70%）m328.765.67163.0728.76C15埋石砼m19.18312.225988.3819.18模板制作与安装（钢）m219.5038.21745.1019.5上曹村张屋坑排洪沟m5250.44单边共修复3段，右侧，高度均为0.8m，面宽0.3m，浆砌：长27m，长4m长30m土方开挖（人工30%，机械70%）m335.145.67199.2415.55M7.5浆砌石m20.50246.405051.209.07

9、C15埋石砼基础m312.220.00基础改为埋石砼模板制作与安装（钢）m238.210.00118上曹村张屋坑机耕道m8138.71修复路肩挡墙22m，面宽0.3m，墙身高1m，基础高0.3m，埋石砼土方开挖（人工30%，机械70%）m362.005.67351.54C15埋石砼拆除3.15142.83449.93拆除长7m3.15C15埋石砼挡土墙m16.50312.225151.63长25m、高(2.3+2.7)/2m+0.5基础、面宽0.516.5模板制作与安装（钢）m257.2038.212185.6157.2二二淮淮土土乡乡m7 77 79 99 99 9. .0 00 01 1竹

10、竹园园村村7 77 79 99 99 9. .0 00 0竹园村简易桥m250130.30桥长3.6m,宽3.5m,桥墩高2.7m，桥墩基础高0.8m，桥板厚0.2m，（原桥需拆除）C25钢筋砼拆除m2.81142.83401.362.81C15埋石砼拆除m20.71142.832958.0820.71土方开挖（人工30%，机械70%）m65.435.67370.9965.43C15埋石砼基础m37.76312.2211789.4337.76C15埋石砼铺底m6.33312.221976.356.33C15埋石砼桥墩m13.23312.224130.6713.23C25钢筋砼桥面及护轮带m2.

11、81376.071056.762.81C15埋石砼护岸m56.44312.2217621.7056.44钢筋制安T0.2614210.941099.060.261模板制作与安装（钢）m2213.0038.218138.73213开挖料回填（人工30%，机械70%）m79.247.41587.1779.24竹园水渠修复27868.70渠底基础塌方，增加护岸长20m，护岸高2.5m，基础厚1m，填方面宽1.6m（三角形），护岸面宽0.4m（坡度自行设计）土方开挖（人工30%，机械70%）m53.755.67304.7653.75C15埋石砼护岸基础m31.00312.229678.8231.00C

12、15埋石砼护岸m38.75312.2212098.5338.75模板制作与安装（钢）m2140.0038.215349.40140.00开挖料回填（人工30%，机械70%）m59.007.41437.1959.00三三石石壁壁镇镇7 71 14 46 60 0. .1 10 0(一) 江江头头村村5 57 72 20 06 6. .5 58 8江头村大江下m51117.68土方开挖（人工30%，机械70%）m158.405.67898.13护岸长72m，护岸高1.5m，护岸基础厚0.5m，坡度1：0.3158.4C15埋石砼基础m45.00312.2214049.9045C15埋石砼挡墙m67

13、.50312.2221074.8567.5模板制作与安装（钢）m2288.0038.2111004.48288开挖料回填（人工30%，机械70%）m552.007.414090.32从河道里挖填运距约40m552江头村桥边坝处排水渠m2613.74修复现浇砼渠长20米、尺寸40*40，渠道在地面上无开挖C20砼渠道m3.20375.611201.953.20模板制作与安装（钢）m236.0038.211375.5636.00开挖料回填（人工30%，机械70%）m4.897.4136.23两侧顶部回填20cm宽，两侧按1：1放坡，回填高度2/3高4.89江头村半溪坑田塅水渠2250 原水沟尺寸3

14、0*30cm渠底铺底长250米，厚3cmM10砂浆铺底（3cm厚）m275.0030225075江头村半溪坑田塅朗背坝排水沟m1225.16修复：原水沟30*30*12cm规格，重建11米长C20砼渠道m1.39375.61522.11.39模板制作与安装（钢）m215.8438.21605.25 长11米，30*30*12cm规格砼水沟15.84开挖料回填（人工30%，机械70%）m13.27.4197.81 长11米，回填深0.8米底宽1.0米面宽2.0米坑13.2( (二二) ) 江江家家村村1 14 42 25 53 3. .5 52 2江家村洋丰水坝靠山体侧路肩m20.0010833

15、.55修复路肩为浆砌石坡比1：0.3，面宽0.6mM7.5浆砌石m43.42246.4010698.69分两小段：长（14+10）/2m，平均高3m长6m，平均高1.2m43.42开挖料回填（人工30%，机械70%）m18.207.41134.86长20米、均高1.3米、面宽1.4米（三角形）18.20江家村瑶家背小桥段田间道路3419.97埋石砼路肩长20米顶宽0.3米高0.8米坡比1:0.3土方开挖（人工30%，机械70%）m9.125.6751.71开挖坡度1:0.5,长度20米9.12C15埋石砼m6.72312.222098.126.72开挖料回填（人工30%，机械70%）m6.40

16、7.4147.42长20m、高0.8m，基础两边0.2m、面宽0.6m6.40模板制作与安装（钢）m232.0038.211222.7232.00四四安安远远镇镇7 79 94 46 69 9. .2 23 31永永跃跃村村7 79 94 46 69 9. .2 23 3永跃村水窠排机耕路78562.25护岸修复3处：右长27m，护岸高2.7m，基础高0.5m右长75m，其中40m护岸高1m，35m护岸高0.7m，基础高均为0.5m右侧长60m，左侧长20m，护岸高1m，基础高0.5m土方开挖（人工30%，机械70%）m436.475.672474.78坡度自行设计95.47C15埋石砼基础m

17、105.41312.2232911.1121.74M7.5浆砌石m137.06246.4033771.5858.68开挖料回填（人工30%，机械70%）m330.717.412450.5669.12模板制作与安装（钢）m2182.0038.216954.2227永跃村水渠修复906.98修复渠道长度11m，基础埋石砼回填两段：长度为3m，高0.5m；长度4m，高度1.1m人工土方开挖m4.575.6725.914.57砼涵管拆除m11.0020.00220.0011C20砼渠道m1.76375.61661.071.76共共计计： 441255.28441255.281.45小计17.6412.

18、3835.0614.4425.787153.905.3912.3312.3813.683.2563.92710245.65185.6014.1110.1314.2511.8121.09102.5928.6928.69小计4.051.694.801.627.023.243.5131.674.701.967.651.737.493.463.7437.383.61.53.60.93.91.81.9522.351.4467.440.91.60.51.5150小计2.3017.2835.141.3410.0820.50小计165.00176.00436.4739.6844.00105.4134.3744.00137.06146.59115.00330.717580182.00工工程程概概算算汇汇总总表表序号工程或费用名称 预算金额（元）各项费用点总费用比例（%）一工程施工费441255.2891.47二其他工作措施31501.01