2008河南省建设工程工程量清单综合单价-建筑工程.xls

定额编号项目单位 综合单价（元 ） 人工费（ 元） 材料费（ 元） 机械费 （元） 管理费（元 ） 利润（元 ） 综合工日（工日） 1-1平整场地100m2464.13348.30059.1356.78.1 1-2人工挖土方一般土深度(m)1.5以内100m31061.45842.1100121.4297.9219.584 1-3人工挖土方一般土深度(m)2以内100m31193.16946.600136.49110.0722.014 1-4人工挖土方一般土深度(m)3以内100m31445.141146.5100165.31133.3226.663 1-5人工挖土方一般土深度(m)4以内100m31650.721309.6100188.83152.2830.456 1-6人工挖土方一般土深度(m)5以内100m31865.131479.7200213.35172.0634.412 1-7人工挖土方一般土深度(m)6以内100m32087.31655.9700238.77192.5638.511 1-8人工挖土方一般土深度(m)7以内100m32317.811838.8500265.14213.8242.764 1-9人工挖土方一般土深度(m)7以上100m325792046.0700295.01237.9247.583 1-10人工挖土方砂砾坚土深度(m)1.5以内100m32344.691860.1800268.21216.343.26 1-11人工挖土方砂砾坚土深度(m)2以内100m32491.031976.2800284.95229.845.96 1-12人工挖土方砂砾坚土深度(m)3以内100m32770.72198.1600316.94255.651.12 1-13人工挖土方砂砾坚土深度(m)4以内100m32999.432379.6200343.11276.755.34 1-14人工挖土方砂砾坚土深度(m)5以内100m33237.372568.3900370.33298.6559.73 1-15人工挖土方砂砾坚土深度(m)6以内100m33484.522764.4700398.6321.4564.29 1-16人工挖土方砂砾坚土深度(m)7以内100m33740.882967.8600427.92345.169.02 1-17人工挖土方砂砾坚土深度(m)7以上100m34030.853197.9100461.09371.8574.37 1-18人工挖沟槽一般土深度(m)1.5以内100m31549.531229.3300177.25142.9528.589 1-19人工挖沟槽一般土深度(m)2以内100m31657.321314.8500189.58152.8930.578 1-20人工挖沟槽一般土深度(m)3以内100m31744.371383.9100199.54160.9232.184 1-21人工挖沟槽一般土深度(m)4以内100m32005.611591.1700229.42185.0237.004 1-22人工挖沟槽砂砾坚土深度(m)1.5以内100m33372.322675.4600385.76311.162.22 1-23人工挖沟槽砂砾坚土深度(m)2以内100m33492.112770.4900399.47322.1564.43 1-24人工挖沟槽砂砾坚土深度(m)3以内100m33552.272818.2200406.35327.765.54 1-25人工挖沟槽砂砾坚土深度(m)4以内100m33850.373054.7200440.45355.271.04 1-26人工挖地坑一般土深度(m)1.5以内100m31738.521379.2700198.87160.3832.076 1-27人工挖地坑一般土深度(m)2以内100m31845.841464.4100211.15170.2834.056 1-28人工挖地坑一般土深度(m)3以内100m31939.991539.100221.92178.9735.793 1-29人工挖地坑一般土深度(m)4以内100m32186.811734.9200250.15201.7440.347 1-30人工挖地坑砂砾坚土深度(m)1.5以内100m33789.663006.5600433.5349.669.92 1-31人工挖地坑砂砾坚土深度(m)2以内100m33908.93101.1600447.14360.672.12 1-32人工挖地坑砂砾坚土深度(m)3以内100m33981.533158.7800455.45367.373.46 1-33人工挖地坑砂砾坚土深度(m)4以内100m34255.783376.3600486.82392.678.52 1-34山坡切土一般土100m3954.2757.0200109.1588.0317.605 1-35山坡切土砂砾坚土100m31961.51556.1700224.38180.9536.19 1-36双轮车运土运距(m)50以内100m31407.041105.5313.560159.4128.5525.71 1-37双轮车运土运距400m以内每增加50m100m3164.241291.64018.6153 1-38机械挖土一般土1000m32533.55144.4802249.2271.1568.78.178 1-39机械挖土砂砾坚土1000m33090.16144.4802786.1781.1578.369.328 1-40机械挖土汽车运土1km一般土1000m39483.18157.3834.838909.6194.03187.3422.302 1-41机械挖土汽车运土1km砂砾坚土1000m310402.31157.3834.839791.15213.15205.824.5 1-42推土机推土运距20m以内一般土1000m32189.19189.201824.3789.3586.2710.27 1-43推土机推土运距20m以内砂砾坚土1000m32732.83189.202339.66103.77100.211.928 1-44推土机推土运距20m以上每增10m1000m3721.3700683.7519.1418.482.2 1-45人工装土自卸汽车运土1km内1000m313712.575936.5834.835218.911283.251239147.5 1-46装载机装土自卸汽车运土1km内1000m36922.87227.934.836366.71149.29144.1417.16 1-47自卸汽车运土运距每增加1km1000m31628.04001579.8224.5323.692.82 1-48装载机装运土方运距20m以内1000m31636.37227.901265.5272.7370.228.36 1-49装载机装运土方运距每增加20m1000m3353.1500339.137.136.890.82 1-50翻斗车运土运距(m)100以内100m31834.73752.50744.75172.28165.223.6 1-51翻斗车运土运距(m)200以内100m31868.796450903.47163.52156.822.4 1-52翻斗车运土运距(m)400以内100m31884.85554.701025.56155.49149.121.3 1-53翻斗车运土运距(m)600以内100m31894.37490.201111.02149.65143.520.5 1-54翻斗车运土运距(m)900以内100m31992.61430.8601269.74149.07142.9420.42 1-55翻斗车运土运距(m)1200以内100m32151.01365.501489.5151.11144.920.7 1-56翻斗车运土运距(m)1600以内100m32325.57322.501697.05156.22149.821.4 1-57翻斗车运土运距(m)2000以内100m32568.33279.501965.65164.98158.222.6 1-58基坑内换3:7灰土100m38365.111956.55505.51252.45332.15318.545.5 1-59凿、截钢筋混凝土预制方桩10根1173.1336.6940.96651.9473.2670.2510.035 1-60凿、截钢筋混凝土钻孔灌注桩10根1709.55513.9845.65936.28109.06104.5814.94 1-61凿、截喷粉桩、搅拌桩、旋喷桩10根360.9176.91.18115.6334.332.894.699 1-62凿、截素混凝土桩10根392.62230.224.3674.6942.5540.85.829 1-63基底钎探100m2372.45279.50047.4545.56.5 1-64机械挖淤泥、流砂深度(m)6以内1000m35941.121895.0103415.91321.71308.4944.07 1-65机械挖淤泥、流砂深度(m)6以上1000m36787.712165.0503902.65367.56352.4550.35 1-66人工挖淤泥、流砂100m35422.34069.0900690.8662.4194.63 1-67松动爆破岩石松石100m31354.09875.48187.460148.63142.5220.36 1-68松动爆破岩石次坚石100m31683.331098.22219.890186.44178.7825.54 1-69松动爆破岩石普坚石100m32908.21976.71274.120335.58321.7945.97 1-70松动爆破岩石特坚石100m34416.873063.75334.240520.13498.7571.25 1-71平基松石100m31861.031167.45305.330198.2190.0527.15 1-72平基次坚石100m32311.741464.15360.670248.57238.3534.05 1-73平基普坚石100m33964.962635.47453.040447.42429.0361.29 1-74平基特坚石100m36001.14085557.60693.566595 1-75沟槽松石100m34870.343134.27693.740532.1510.2372.89 1-76沟槽次坚石100m36126.33962.45846.10672.7645.0592.15 1-77沟槽普坚石100m310002.456706.711065.3701138.581091.79155.97 1-78沟槽特坚石100m315419.6410598.641296.3401799.31725.36246.48 1-79基坑松石100m35334.863354.43864.890569.47546.0778.01 1-80基坑次坚石100m36981.354253.991312.660722.19692.5198.93 1-81基坑普坚石100m311148.597059.311741.6501198.441149.19164.17 1-82基坑特坚石100m317026.9811118.082211.4901887.491809.92258.56 1-83平基松石100m31147.03296.7372.77366.5956.6554.327.76 1-84平基次坚石100m31643.58405.06485.84598.5378.6975.4610.78 1-85平基普坚石100m32404.44572.33638.77971.83113.08108.4315.49 1-86平基特坚石100m33175.28729.71836.41323.46145.85139.8619.98 1-87沟槽松石100m32830.54727.13863.33966.23139.8134.0519.15 1-88沟槽次坚石100m34236.611056.941126.311648.24206.81198.3128.33 1-89沟槽普坚石100m36216.951498.981474.452659.36298.21285.9540.85 1-90沟槽特坚石100m38530.11911.781873.643980.2390.26374.2253.46 1-91基坑松石100m32662.56783.891176.07427.61140.38134.6119.23 1-92基坑次坚石100m34358.81360.091802.4720.55242.87232.8933.27 1-93基坑普坚石100m36389.371996.062527.091164.95357.99343.2849.04 1-94基坑特坚石100m38742.092778.663395.141592.46498.15477.6868.24 1-95人工凿岩石平基松石100m32121.251591.8600270.25259.1437.02 1-96人工凿岩石平基次坚石100m33776.072833.700481.07461.365.9 1-97人工凿岩石平基普坚石100m37170.525381.0200913.52875.98125.14 1-98人工凿岩石平基特坚石100m311820.428870.47001505.921444.03206.29 1-99地面摊座松石100m2229.21720029.2284 1-100地面摊座次坚石100m2272.18204.250034.6833.254.75 1-101地面摊座普坚石100m2506.53380.120064.5361.888.84 1-102地面摊座特坚石100m21242.26932.2400158.26151.7621.68 1-103推土机推碴运距20m以内1000m35315.3234404643.28167.46160.5822.94 1-104推土机推碴运距每增10m1000m31540.95001473.1734.633.184.74 1-105挖掘机挖碴自卸车运碴运距1km内1000m321274.8434434.8320173.3368.94353.7850.54 1-106挖掘机挖碴自卸车运碴运距每增1km1000m33912.48003815.149.7147.676.81 1-107人工装碴手推车运输运距60m以内100m32039.141524.357.850258.79248.1535.45 1-108人工装碴手推车运输运距每增20m100m3169.6125.991.71021.3920.512.93 1-109人工装石碴自卸汽车运石碴1km内1000m324231.988897.9934.8312031.21668.271599.71228.53 1-110人工凿岩石地槽松石100m33530.252649.2300449.75431.2761.61 1-111人工凿岩石地槽次坚石100m36212.474662.0600791.47758.94108.42 1-112人工凿岩石地槽普坚石100m312435.829332.29001584.321519.21217.03 1-113人工凿岩石地槽特坚石100m325054.4318801.75003191.933060.75437.25 1-114槽(坑)摊座松石100m2276.19207.260035.1933.744.82 1-115槽(坑)摊座次坚石100m2343.23257.570043.7341.935.99 1-116槽(坑)摊座普坚石100m2569.56427.420072.5669.589.94 1-117槽(坑)摊座特坚石100m21343.111007.9200171.11164.0823.44 1-118修整边坡松石100m3811.37608.8800103.3799.1214.16 1-119修整边坡次坚石100m31037.13778.300132.13126.718.1 1-120修整边坡普坚石100m32187.141641.3100278.64267.1938.17 1-121修整边坡特坚石100m34204.13154.9100535.6513.5973.37 1-122人工凿岩石地坑松石100m33760.62822.0900479.1459.4165.63 1-123人工凿岩石地坑次坚石100m38625.946473.22001098.941053.78150.54 1-124人工凿岩石地坑普坚石100m318679.2314017.57002379.732281.93325.99 1-125人工凿岩石地坑特坚石100m338916.4429204.31004957.944754.19679.17 1-126回填土松填100m32019.63150514.130255.524535 1-127回填土夯填100m33000.412201.4717.4849.34373.74358.3851.197 1-128原土打夯100m262.1241.2807.117.016.720.96 1-129场地机械碾压原土2遍1000m2148.4525.80110.076.426.160.88 1-130场地机械碾压填土羊足碾12遍1000m32001.1525840.51552.576.6573.510.5 1-131场地机械碾压填土压路机1000m34064.2325840.53546.58111.87107.2815.325 定额编号项目单位 综合单价（元）人工费（元）材料费（元） 2009/2/1 预制钢筋混凝土方桩桩长(m)12以内 打桩 m31091.4870.09832.77 2009/2/2 预制钢筋混凝土方桩桩长(m)12以内 送桩 m3377.28100.196.64 2009/2/3 预制钢筋混凝土方桩桩长(m)12以上 打桩 m31038.9647.09832.77 2009/2/4 预制钢筋混凝土方桩桩长(m)12以上 送桩 m3301.2767.326.64 2009/2/5 预制钢筋混凝土方桩桩长(m)25以内 压桩 m31054.139.78858.4 2009/2/6 预制钢筋混凝土方桩桩长(m)25以内 送桩 m3320.456.8740.45 2009/2/7 预制钢筋混凝土方桩桩长(m)25以上 压桩 m31026.0429.46858.4 2009/2/8 预制钢筋混凝土方桩桩长(m)25以上 送桩 m3280.1942.1240.45 2009/2/9 预制钢筋混凝土离心管桩直径(mm)40 0以内打桩 10m2121.8365.941829.01 2009/2/10 预制钢筋混凝土离心管桩直径(mm)40 0以内送桩 10m429.7194.2611.01 2009/2/11 预制钢筋混凝土离心管桩直径(mm)40 0以上打桩 10m2252.0694.51835.07 2009/2/12 预制钢筋混凝土离心管桩直径(mm)40 0以上送桩 10m613.55135.1517.07 2009/2/13 预制钢筋混凝土离心管桩直径(mm)40 0以内压桩 10m2033.2436.21855.17 2009/2/14 预制钢筋混凝土离心管桩直径(mm)40 0以内送桩 10m290.5951.7537.17 2009/2/15 预制钢筋混凝土离心管桩直径(mm)40 0以上压桩 10m2123.8443.31877.46 2009/2/16 预制钢筋混凝土离心管桩直径(mm)40 0以上送桩 10m412.4261.9159.46 2009/2/17 钢筋混凝土离心管桩内灌注混凝土m3286.4257.84199.52 2009/2/18 钢筋混凝土板桩单桩体积(m)1.5以 内打桩 m31138.0267.73833.11 2009/2/19 钢筋混凝土板桩单桩体积(m)1.5以 内送桩 m344496.846.98 2009/2/20 钢筋混凝土板桩单桩体积(m)1.5以 上打桩 m31066.3951.82833.11 2009/2/21 钢筋混凝土板桩单桩体积(m)1.5以 上送桩 m3340.8174.096.98 2009/2/22 接桩焊接个506.5587.72156.32 2009/2/23 接桩硫磺胶泥个320.6586.8683.02 2009/2/24 沉管灌注混凝土桩桩长(m)15以内m3540.65121.91231.86 2-24-1 沉管灌注混凝土桩桩长(m)15以内 成孔 m3223.0555.913.43 2-24-2 沉管灌注混凝土桩桩长(m)15以内 灌注 m3317.666.01218.43 2009/2/25 沉管灌注混凝土桩桩长(m)15以上m3471.4388.15231.86 2-25-1 沉管灌注混凝土桩桩长(m)15以上 成孔 m3183.8842.1413.43 2-25-2 沉管灌注混凝土桩桩长(m)15以上 灌注 m3287.5546.01218.43 2009/2/26 沉管灌注混凝土桩桩长(m)15以内空 桩费 m3223.0555.913.43 2-26-1 沉管灌注混凝土桩桩长(m)15以内空 桩费 成孔 m3223.0555.913.43 2-26-2 沉管灌注混凝土桩桩长(m)15以内空 桩费 灌注 m3000 2009/2/27 沉管灌注混凝土桩桩长(m)15以上空 桩费 m3183.8842.1413.43 2-27-1 沉管灌注混凝土桩桩长(m)15以上空 桩费 成孔 m3183.8842.1413.43 2-27-2 沉管灌注混凝土桩桩长(m)15以上空 桩费 灌注 m3000 2009/2/28 钻孔灌注混凝土桩桩长(m)12以内m3466.2798.47233.06 2-28-1 钻孔灌注混凝土桩桩长(m)12以内 成孔 m3153.58434.77 2-28-2 钻孔灌注混凝土桩桩长(m)12以内 灌注 m3312.6955.47228.29 2-29钻孔灌注混凝土桩桩长(m)12以上m3439.0288.37233.06 2-29-1 钻孔灌注混凝土桩桩长(m)12以上 成孔 m3135.8939.134.77 2-29-2 钻孔灌注混凝土桩桩长(m)12以上 灌注 m3303.1349.24228.29 2-30 钻孔灌注混凝土桩桩长(m)12以内空 桩费 m3153.58434.77 2-30-1 钻孔灌注混凝土桩桩长(m)12以内空 桩费 成孔 m3153.58434.77 2-30-2 钻孔灌注混凝土桩桩长(m)12以内空 桩费 灌注 m3000 2-31 钻孔灌注混凝土桩桩长(m)12以上空 桩费 m3135.8939.134.77 2-31-1 钻孔灌注混凝土桩桩长(m)12以上空 桩费 成孔 m3135.8939.134.77 2-31-2 钻孔灌注混凝土桩桩长(m)12以上空 桩费 灌注 m3000 2-32预制钢筋混凝土桩尖m3339.8105.74180.41 2-33 泥浆护壁钻孔混凝土桩桩径(mm)800 以内 m3758.06148.65332.94 2-34 泥浆护壁钻孔混凝土桩桩径(mm)800 以上 m3618.63106.68311.56 2-35入岩增加费桩径(mm)800以内m31083.65245.360 2-36入岩增加费桩径(mm)800以上m3658.58148.870 2-37 泥浆护壁钻孔混凝土桩桩径(mm)800 以内空桩费 m3307.1361.0621.91 2-38 泥浆护壁钻孔混凝土桩桩径(mm)800 以上空桩费 m3226.0745.1518.05 2-39泥浆运输运距5km以内m3145.2336.553.77 2-40泥浆运输每增加1kmm36.8600 2-41人工挖孔混凝土桩桩径(mm)1000以内 m3507.54185.03193.32 2-42人工挖孔混凝土桩桩径(mm)1000以上 m3456.05152.01193.32 2-43 人工挖孔混凝土桩桩径(mm)1000以内 空桩费 m3208.68123.844.32 2-44 人工挖孔混凝土桩桩径(mm)1000以上 空桩费 m3177.47103.24.32 2-45 多分支承力盘灌注混凝土桩长螺旋钻 机钻孔 m3648.73114.17290.68 2-45-1 多分支承力盘灌注混凝土桩长螺旋钻 机钻孔 成孔 m3135.8939.134.77 2-45-2 多分支承力盘灌注混凝土桩长螺旋钻 机钻孔 灌注 m3355.9849.24281.14 2-45-3 多分支承力盘灌注混凝土桩长螺旋钻 机钻孔 支盘 m3156.8625.84.77 2-46 多分支承力盘灌注混凝土桩泥浆护壁 潜水钻机钻孔 m3917.82174.45337.96 2-46-1 多分支承力盘灌注混凝土桩泥浆护壁 潜水钻机钻孔 成孔 m3371.9599.4225.7 2-46-2 多分支承力盘灌注混凝土桩泥浆护壁 潜水钻机钻孔 灌注 m3386.0249.24307.14 2-46-3 多分支承力盘灌注混凝土桩泥浆护壁 潜水钻机钻孔 支盘 m3159.8725.85.12 2-47人工挖孔灌砂桩m3381.04159.53107.67 2-48沉管灌注砂桩桩长(m)15以内m3333.3271.17116.3 2-48-1沉管灌注砂桩桩长(m)15以内 成孔m3172.9442.3613.37 2-48-2沉管灌注砂桩桩长(m)15以内 灌注m3160.3828.81102.93 2-49沉管灌注砂桩桩长(m)15以上m3286.8155.47116.3 2-49-1沉管灌注砂桩桩长(m)15以上 成孔m3136.1831.1813.37 2-49-2沉管灌注砂桩桩长(m)15以上 灌注m3150.6424.3102.93 2-50沉管灌注碎石桩桩长(m)15以内m3299.8774.8277.37 2-50-1沉管灌注碎石桩桩长(m)15以内 成孔 m3172.9442.3613.37 2-50-2沉管灌注碎石桩桩长(m)15以内 灌注 m3126.9532.4764 2-51沉管灌注碎石桩桩长(m)15以上m3253.0558.9177.37 2-51-1沉管灌注碎石桩桩长(m)15以上 成孔 m3136.8331.6113.37 2-51-2沉管灌注碎石桩桩长(m)15以上 灌注 m3116.2327.3164 2-52灰土挤密桩桩长(m)6以内10m32580.77669.94738.5 2-53灰土挤密桩桩长(m)6以上10m32005.22425.92738.5 2-54高压旋喷桩桩径(mm)800以内10m1461.29146.2673.08 2-55高压旋喷桩桩径(mm)800以内空桩费10m219.9557.194.24 2-56喷粉桩水泥掺量12%10m31239.52168.13734.02 2-57喷粉桩水泥掺量增减1%10m354.32054.32 2-58喷粉桩空桩费10m3209.5457.1926.5 2-59深层搅拌桩水泥掺量12%10m31548.21168.13745.78 2-60深层搅拌桩水泥掺量增减1%10m361.68061.68 2-61深层搅拌桩空桩费10m3215.557.191.59 2-62中心压管式CFG桩桩长(m)15以内m3587.9951.6401.94 2-63中心压管式CFG桩桩长(m)15以上m3548.0346.87398.35 2-64导墙开挖、浇灌导墙开挖10m3198.2990.30 2-65导墙开挖、浇灌导墙浇灌10m32280.57320.351785.87 2-66机械成糟槽深(m)20以内10m31888.93215403.53 2-67机械成糟槽深(m)30以内10m31996.32225.75403.53 2-68机械成糟槽深(m)40以内10m32103.8236.5403.53 2-69清底置换段1808.475162.12 2-70接头管安、拔槽深(m)20以内段2440.16860201.7 2-71接头管安、拔槽深(m)30以内段3339.31860423.39 2-72接头管安、拔槽深(m)40以内段4261.3860655.09 2-73混凝土连续墙浇灌10m33208.58320.352727.31 2-74强夯夯击能100tm以内夯击5遍以内 100m21647.88251.98163.78 2-75强夯夯击能100tm以内每增加1遍100m2101.6716.860 2-76强夯夯击能200tm以内夯击5遍以内 100m22150.45260.58163.78 2-77强夯夯击能200tm以内每增加1遍100m2173.3122.790 2-78强夯夯击能300tm以内夯击5遍以内 100m22705.02305.3247.13 2-79强夯夯击能300tm以内每增加1遍100m2190.5423.310 2-80锚杆钻孔、灌浆土层钻孔、灌浆10m955.77134.59579.19 2-81锚杆钻孔、灌浆入岩增加费10m1618.07352.6834.8 2-82全程套管跟进钻孔、灌浆 15010m893.4666.22469.91 2-83锚杆制作、安装粗钢筋锚杆制安t5393.011061.673662.91 2-84锚杆制作、安装预应力粗钢筋锚杆t7028.281412.124407.85 2-85锚杆制作、安装预应力钢绞线锚杆t11681.971772.038038.23 2-86土层锚杆 25人工成孔 100灌砂浆100m3499.29924.51964.72 2-87 土层锚杆 25人工成孔 100灌混凝 土 100m3470.47945.791820.33 2-88喷射混凝土护坡初喷厚50mm100m24181.6915481466.89 2-89喷射混凝土护坡每增加10mm100m2583.42155.02277.43 2-90打钢板桩(桩长m)10以内t3934.05110.733538.81 2-91打钢板桩(桩长m)10以上t3798.9572.673538.81 2-92拔钢板桩(桩长m)10以内t469.43112.663.44 2-93拔钢板桩(桩长m)10以上t393.4103.633.44 2-94安拆导向夹具10m90.0418.0623.95 机械费（元）管理费（元） 利润（元）综合工日（工日） 146.624.5117.511.945 210.3635.0525.042.782 130.9116.4411.751.305 187.0123.5116.791.866 130.3214.9310.671.185 186.4621.3615.261.695 118.2911.68.290.921 169.1816.5911.851.317 187.2623.1116.511.834 267.833.0423.62.622 265.8133.0623.622.624 380.2647.2933.783.753 118.5913.589.71.078 168.4119.413.861.54 173.8317.0612.191.354 249.2124.4117.431.937 016.9512.111.345 196.3623.8117.011.89 281.7734.0724.342.704 150.2318.2213.011.446 215.0726.0618.612.068 197.4937.9327.093.01 102.3928.2220.162.24 120.0738.9727.843.093 120.0719.6314.021.558 019.3413.821.535 102.3928.620.432.27 102.3915.1210.81.2 013.489.631.07 120.0719.6314.021.558 120.0719.6314.021.558 0000 102.3915.1210.81.2 102.3915.1210.81.2 0000 76.6433.8924.212.69 75.5717.6412.61.4 1.0716.2511.611.29 65.8530.1821.562.395 64.9915.7511.251.25 0.8614.4310.311.145 75.5717.6412.61.4 75.5717.6412.61.4 0000 64.9915.7511.251.25 64.9915.7511.251.25 0000 0.5430.9822.132.459 185.0853.3138.084.231 134.7338.327.363.04 653.39107.8677.048.56 397.4465.4946.785.198 177.2927.3419.532.17 128.3820.1214.371.597 82.5413.059.321.036 6.50.210.150.017 36.2454.2238.734.303 34.3644.5431.823.535 18.3136.2925.922.88 18.1130.2421.62.4 170.9742.5330.383.375 64.9915.7511.251.25 0.8614.4310.311.145 105.1212.358.820.98 292.6465.7846.995.221 180.1838.8827.773.086 4.914.4310.311.145 107.5712.478.910.99 33.746.7533.393.71 103.7124.5817.561.951 91.6814.8910.641.182 12.039.696.920.769 82.1219.213.721.524 72.611.17.930.881 9.528.15.790.643 103.7125.6518.322.036 91.6814.8910.641.182 12.0310.767.690.854 82.1220.2114.441.604 72.611.238.020.891 9.528.986.420.713 792.6221.51158.2217.58 594.45143.7102.6511.405 527.167.0347.885.32 120.7222.0515.751.75 237.7958.0941.494.61 0000 89.5621.1715.121.68 502.3276.9954.996.11 0000 119.3521.815.571.73 103.3718.1312.951.439 75.515.9311.381.264 57.8829.2320.882.32 13.4393.8767.057.45 1110.9992.9966.427.38 1198.3498.4170.297.81 1285.79103.8274.168.24 966.3518913515 860.06302.421624 1537.52302.421624 2227.81302.421624 093.8767.057.45 1042.04110.8879.28.8 71.957.55.360.6 1529.87114.4681.769.08 133.37107.150.79 1922.8713495.7210.64 149.5610.317.360.82 157.4949.2935.213.912 236.27113.4819 310.8427.1219.372.152 118.49320.8229.1425.46 482.33423.49302.4933.61 981.57519.25370.8941.21 121.91284.76203.422.6 203.33292.26208.7623.2 345.57479.05342.1838.02 64.8950.2135.873.985 218.7338.3727.413.05 144.2725.2182 280.3242.5930.423.38 221.3137.9327.093.01 37.236.34.50.5 定额编号项目单位 综合单价（元）人工费（元）材料费（元） 39873砖基础10m32516.79502.671811.79 39874烟囱砖基础10m32439.47431.291816.44 39875多孔砖基础10m32401.8464.41753.98 39876墙基防潮层100m21066.38353.03566.99 39877砖墙1砖以上10m32579.3572.331829.82 39878砖墙1砖10m32596.69583.941833.19 39879砖墙3/4砖10m32783.02728.421836.8 39880砖墙1/2砖10m32828.28746.911861.52 39881砖围墙1砖10m33060.29828.771985.9 39882砖围墙1/2砖10m33241.26997.561956.24 39883钢筋砖过梁10m33475.071020.822153.17 39884砖平拱10m33466.71059.522100.06 39885贴砖1/2砖10m32909.23695.312000.65 39886贴砖1/4砖10m33465.68983.412189.08 39887砖砌台阶10m2685.9208.98413.94 39888零星砌砖10m33000.81887.091855.33 39889灰砂砖墙1砖以上10m32475.1572.331725.62 39890灰砂砖墙1砖10m32491.09583.941727.59 39891灰砂砖墙3/4砖10m32676.22728.421730 39892灰砂砖墙1/2砖10m32717.88746.911751.12 39893砖墙面勾缝加浆100m2400.6268.3257.7 39894砖墙面勾缝原浆100m2197.0612931.06 39895空斗砖墙10m31975.08483.321348.89 39896空花砖墙10m32276.56760.671300.41 39897填充墙3/2砖炉渣10m32329.8539.651581.67 39898填充墙3/2砖轻质混凝土10m32382.37444.191764.99 39899砖方柱10m33062.31826.461922.14 39900砖圆柱10m33642.82869.892441.56 39901灰砂砖方柱10m32950.31826.461810.14 39902砖烟囱筒身高度(m)20以内10m33726.671078.442153.79 39903砖烟囱筒身高度(m)40以内10m33424.5932.242066.44 3-32砖烟囱筒身高度(m)60以内10m33637.711088.332049.91 3-33烟囱内衬红机砖10m33185.35961.911778.66 3-34烟囱内衬耐火砖10m316400.391078.8714821.54 3-35烟囱内衬耐酸瓷砖10m335389.481643.0333165.66 3-36砖烟囱楔形整砖加工红(青)砖千块332.1241.235.6 3-37砖烟囱楔形整砖加工耐火砖千块703482.4650 3-38砖烟囱楔形整砖加工耐酸瓷砖千块922.21496.65250 3-39机砖加工 弧形阳角100m316.84227.478.96 3-40砖水塔塔身10m33141.48795.51989.3 3-41砖水塔水槽壁10m33446.271003.621989.3 3-42砖烟道耐火砖10m316230.93712.5115191.84 3-43砖烟道机砖10m34050.871140.792420.98 3-44砖砌检查井矩形深度(m)3以内10m32846.93712.081837.7 3-45砖砌检查井矩形深度(m)3以上10m33131.03911.171837.7 3-46砖砌检查井圆形深度(m)3以内10m32831.05712.081821.82 3-47砖砌检查井圆形深度(m)3以上10m33119.81914.611821.82 3-48砖砌渗井干砌10m32160.92446.341556.8 3-49砖砌化粪池10m32639.36568.461839.15 3-50砖砌贮水(油)池池壁10m32719.89566.311929.52 3-51砖地沟10m32487.51463.111838.36 3-52砖砌涵洞侧(翼)墙、涵台、墩及其他 10m32513.75501.811834.56 3-53砖砌涵洞拱圈10m35400.072210.22408.59 3-54砖砌涵洞拱10m32595.85569.321825.28 3-55多孔砖墙1砖及以上10m32552.52535.781808.09 3-56多孔砖墙1/2砖10m32690.59636.41814.29 3-57粘土空心砖墙1砖10m31653.33535.78915.38 3-58加气混凝土块墙10m32129.53412.81564.64 3-59硅酸盐砌块墙10m32151.65507.41455.65 3-60小型空心砌块墙10m32482.73536.641746.38 3-61空心砌块孔内灌混凝土10m33289.61161.861717.04 3-62多孔砖方柱10m32791.26675.11859.03 3-63加气混凝土块方柱10m32367.81563.31599.22 3-64毛石独立基础10m32005.05543.091236.87 3-65毛石墙基10m31917.21478.161236.91 3-66毛石烟囱基础10m31997.22482.891295.11 3-67毛石涵洞基础10m31940.74553.841158.01 3-68毛石墙10m32329.68754.221275.74 3-69毛石涵洞侧墙、涵台、墩及其他10m32484.13963.631179.87 3-70方整石墙10m33890.36599.423062.11 3-71石墙面勾缝100m2545.9328.5297.4 3-72毛石挡土墙10m32067.35565.45126