山东省建筑工程价目表教程

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山东省建筑价目表(第二章地基与边坡常用定额)

山东省建筑价目表(第二章地基与边坡常用定额)
2-2-25
喷射混凝土护坡 每增减10mm
4.地下连续墙
2-2-27
C25现浇导墙砼
2-2-28
C25现浇导墙砼模板
2-2-35
地下连续墙 清底置换
2-2-36
地下连续墙 现浇砼
2-2-37
凿地下连续墙超灌砼
三、排水与降水
2.集水井排水
2-3-6
集水深井砼无砂管550
2-3-11
抽水机集水井排水 泥浆泵
石灰、粉煤灰、碎石垫层(机械碾压)
2-1-23
地瓜石灌浆
2-1-24
毛石灌浆
2-1-26
砼垫层 轻骨料
2-1-27
C15砼垫层 毛石
2-1-28
C15砼垫层 无筋
2-1-29
C15砼垫层 沥青
2.填料加固
2-1-30
夯填灰土
2-1-32
人工填砂石 机械碾压
2-1-35
填铺沙
2-1-35
填铺沙
2-1-36
填铺石屑
2-1-37
填铺碎石
2-1-38
抛石挤淤
2-1-39
C15填筑毛石砼
3.土工合成材料
2-1-40
土工布 平铺
2-1-42
土工格栅 平铺
二、基坑与边坡支护
1.挡土板
2Байду номын сангаас2-4
木挡土板 密板钢撑
2-2-8
钢挡土板 密板钢撑
2-2-9
袋土围堰
3.土钉与锚喷联合支护
2-2-23
喷射混凝土护坡初喷厚50mm 土层
一、地基处理工程
一.地基处理
1.垫层
2-1-2
3:7灰土垫层(机械碾压)

山东省建筑工程消耗量定额价目表(2013年4月最新发布)

山东省建筑工程消耗量定额价目表(2013年4月最新发布)

1-1-1人工挖普通土10m388.4488.441-1-2人工挖坚土10m3207.24207.241-1-3推土机推普通土20m内10m322.98 3.9619.02 1-1-4推土机推坚土20m内10m326.55 3.9622.59 1-1-5推土机推土100m内增运20m10m313.0813.08 1-1-6装载机装运土方20m内10m320.33 3.9616.37 1-1-7装载机装运200m内增运20m10m3 5.21 5.21 1-1-8铲运机铲运普通土200m内10m338.26 3.960.2234.08 1-1-9铲运机铲运坚土200m内10m349.14 3.960.2244.96 1-1-10铲运机500m内增运100m10m310.8810.88 1-1-11拉铲挖自卸汽车运普通土1km内10m3105.85 5.940.5399.38 1-1-12拉铲挖自卸汽车运坚土1km内10m3126.01 5.940.53119.54 1-1-13反铲挖自卸汽车运普通土1km内10m3102.76 5.940.5396.29 1-1-14反铲挖自卸汽车运坚土1km内10m3120.12 5.940.53113.65 1-1-15自卸汽车增运1km10m316.1116.11 1-1-16机械打孔爆破松石10m3126.2856.1034.8435.34 1-1-17机械打孔爆破坚石10m3234.2890.4255.4388.43 1-1-18挖掘机挖渣自卸汽车运渣1km内10m3210.657.260.53202.86 1-1-19自卸汽车运渣增运1km10m324.5524.55 1-1-20机械夯填土10m354.0938.9415.15 1-1-21光轮压路机回填碾压10m392.9829.040.6863.26 1-1-22振动压路机回填碾压10m390.5329.040.6860.81 1-2-1人工挖普通土深2m内10m3150.48150.481-2-2人工挖普通土深>2m10m3230.34230.341-2-3人工挖坚土深2m内10m3287.10287.101-2-4人工挖坚土深4m内10m3366.96366.961-2-5人工挖坚土深6m内10m3423.06423.061-2-6人工挖坚土深>6m10m3460.68460.681-2-7人工挖淤泥.流砂10m3726.00726.001-2-8人工挖冻土厚0.5m内10m3887.04887.041-2-9爆破后人工挖冻土厚0.5m内10m3304.70260.7044.001-2-10人工挖沟槽普通土深2m内10m3213.01212.520.49 1-2-11人工挖沟槽普通土深>2m10m3289.96289.740.22 1-2-12人工挖沟槽坚土深2m内10m3419.59419.100.49 1-2-13人工挖沟槽坚土深4m内10m3472.12471.900.22 1-2-14人工挖沟槽坚土深6m内10m3534.08533.940.14 1-2-15人工挖沟槽坚土深>6m10m3580.88580.800.08 1-2-16人工挖地坑普通土深2m内10m3237.04235.62 1.42 1-2-17人工挖地坑普通土深>2m10m3316.16315.480.68 1-2-18人工挖地坑坚土深2m内10m3472.66471.24 1.42 1-2-19人工挖地坑坚土深4m内10m3531.98531.300.68 1-2-20人工挖地坑坚土深6m内10m3593.78593.340.44 1-2-21人工挖地坑坚土深>6m10m3640.53640.200.33 1-2-22人工挖桩孔普通土孔深8m内10m3708.15632.2875.871-2-23人工挖桩孔坚土孔深8m内10m31151.671028.28123.391-2-24人工挖桩孔普通土孔深12m内10m3959.48856.68102.801-2-25人工挖桩孔坚土孔深12m内10m31517.581354.98162.601-2-26人工挖桩孔普通土孔深16m内10m31247.031113.42133.611-2-27人工挖桩孔坚土孔深16m内10m31972.921761.54211.381-2-28人工挖桩孔普通土孔深>16m10m31439.221285.02154.201-2-29人工挖桩孔坚土孔深>16m10m32276.742032.80243.941-2-30人工凿松石方10m3473.22473.221-2-31人工凿坚石方10m31063.921063.921-2-32人工凿沟槽松石10m3560.34560.341-2-33人工凿沟槽坚石10m31508.101508.101-2-34人工凿地坑松石10m3777.48777.481-2-35人工凿地坑坚石10m32270.402270.401-2-36人工凿桩孔松石10m32604.202325.18279.021-2-37人工修整爆破后基底松石10m2146.52146.521-2-38人工修整爆破后基底坚石10m2377.52377.521-2-39人工修整爆破后基底槽坑松石10m2177.54177.541-2-40人工修整爆破后基底槽坑坚石10m2420.42420.421-2-41人工修整爆破后边坡松石10m293.7293.721-2-42人工修整爆破后边坡坚石10m2258.72258.721-2-43人工运土方20m内10m3129.36129.361-2-44人工运土方200m内增运20m10m329.0429.041-2-45人工运淤泥流砂20m内10m3290.40290.401-2-46人工运淤泥流砂200m内增运20m10m343.5643.561-2-47人力车运土方50m内10m3104.28104.281-2-48人力车运土方500m内增运50m10m316.5016.501-2-49人力车运淤泥流砂50m内10m3234.30234.301-2-50人力车运淤泥流砂500m内增运50m10m325.0825.081-2-51人工清运石渣20m内10m3306.90306.901-2-52人工清运石渣200m内增运20m10m356.1056.101-2-53人力车清运石渣50m内10m3277.86277.861-2-54人力车清运石渣500m内增运50m10m336.3036.301-2-55人工清运石渣桩孔人工出渣10m3501.18447.4853.701-2-56人工装车土方10m3102.96102.961-2-57人工装车石渣10m3137.94137.941-3-1推土机推普通土20m内10m320.92 3.9616.96 1-3-2推土机推坚土20m内10m325.91 3.9621.95 1-3-3推土机推土100m内增运20m10m311.9711.97 1-3-4装载机装运土方20m内10m321.82 3.9617.86 1-3-5装载机装运200m内增运20m10m3 5.21 5.21 1-3-6铲运机铲运普通土200m内10m341.61 3.960.2237.43 1-3-7铲运机铲运坚土200m内10m353.60 3.960.2249.42 1-3-8铲运机运土500m内增运100m10m310.8810.88 1-3-9挖掘机挖普通土10m326.92 3.9622.96 1-3-10挖掘机挖坚土10m332.84 3.9628.88 1-3-11挖掘机挖淤泥.流砂10m382.6221.1261.50 1-3-12挖掘机挖槽坑普通土10m330.177.9222.25 1-3-13挖掘机挖槽坑坚土10m332.377.9224.45 1-3-14挖掘机挖普通土自卸汽车运1km内10m3123.10 5.940.53116.63 1-3-15挖掘机挖坚土自卸汽车运1km内10m3148.61 5.940.53142.141-3-16挖掘机挖普通土槽坑汽车运1km内10m3119.027.920.53110.57 1-3-17挖掘机挖坚土槽坑汽车运1km内10m3143.607.920.53135.15 1-3-18人工打孔爆破松石10m3214.54179.5235.021-3-19人工打孔爆破坚石10m3446.72395.3451.381-3-20人工打孔爆破槽坑松石10m3570.06484.4485.621-3-21人工打孔爆破槽坑坚石10m31151.761022.34129.421-3-22机械打孔爆破松石10m3149.2965.3438.5345.42 1-3-23机械打孔爆破坚石10m3279.62104.9461.17113.51 1-3-24机械打孔爆破槽坑松石10m3359.75159.7293.77106.26 1-3-25机械打孔爆破槽坑坚石10m3700.41275.88148.98275.55 1-3-26机械打孔爆破桩孔松石10m3815.71515.46185.39114.86 1-3-27机械打孔爆破桩孔坚石10m31899.381106.82383.01409.55 1-3-28控制爆破松石10m3450.75149.16249.8351.76 1-3-29控制爆破坚石10m3765.24215.16399.05151.03 1-3-30控制爆破槽坑松石10m3735.96213.18406.50116.28 1-3-31控制爆破槽坑坚石10m31396.65374.88659.76362.01 1-3-32静力爆破坚石10m34925.511133.882269.091522.54 1-3-33静力爆破槽坑坚石10m35472.481259.282521.211691.99 1-3-34风镐破碎桩孔松石10m34126.652228.82267.461630.37 1-3-35风镐破碎桩孔坚石10m35895.093183.84382.062329.19 1-3-36风镐破碎鼓石10m31744.641003.20741.44 1-3-37液压锤破碎松石10m3313.9640.92273.04 1-3-38液压锤破碎坚石10m3386.4741.58344.89 1-3-39液压锤破碎槽坑松石10m3372.7642.24330.52 1-3-40液压锤破碎槽坑坚石10m3459.6542.90416.75 1-3-41推土机推石渣20m内10m359.15 5.2853.87 1-3-42推土机推石渣100m内增运20m10m336.9136.91 1-3-43挖掘机挖集石渣10m377.48 5.2872.20 1-3-44挖掘机挖石渣自卸汽车运1km内10m3239.667.260.53231.87 1-3-45装载机装土方10m321.26 3.9617.30 1-3-46装载机装石方10m339.88 5.2834.60 1-3-47挖掘机装土方10m320.33 3.9616.37 1-3-48挖掘机装石方10m340.96 5.2835.68 1-3-49机动翻斗车运土方100m内10m391.4091.40 1-3-50机动翻斗车运土方500m内增运100m10m312.5612.56 1-3-51机动翻斗车运石方100m内10m3277.97277.97 1-3-52机动翻斗车运石方500m内增运100m10m333.2933.29 1-3-53拖拉机运土方1km内10m3183.20183.20 1-3-54拖拉机运土方增运1km10m321.8221.82 1-3-55拖拉机运石方1km内10m3376.86376.86 1-3-56拖拉机运石方增运1km10m344.1044.10 1-3-57自卸汽车运土方1km内10m370.37 1.980.5367.86 1-3-58自卸汽车运土方增运1km10m312.2212.22 1-3-59自卸汽车运石方1km内10m3123.11 1.980.53120.60 1-3-60自卸汽车运石方增运1km10m322.5122.51 1-3-61垂直运输机械运土方10m347.7721.7825.99 1-3-62垂直运输机械运石方10m380.7936.9643.831-3-63运输钻孔桩泥浆5km内(桩体积)10m31487.69424.381063.31 1-3-64运输钻孔桩泥浆增运1km(桩体积)10m381.1881.18 1-4-1人工场地平整10m241.5841.581-4-2机械场地平整10m2 5.670.66 5.01 1-4-3竣工清理10m310.5610.561-4-4基底钎探十眼75.2475.241-4-5人工原土夯实10m210.5610.561-4-6机械原土夯实10m27.47 5.94 1.53 1-4-7原土机械碾压10m2 1.330.660.67 1-4-8填土机械碾压10m3109.7332.340.6876.71 1-4-9人工松填土10m352.1452.141-4-10人工夯填土(地坪)10m3106.28105.600.681-4-11机械夯填土(地坪)10m351.8034.9816.82 1-4-12槽、坑人工夯填土10m3132.68132.000.681-4-13槽、坑机械夯填土10m368.0646.2021.86 1-4-14槽、坑夯填砂10m31156.13172.26981.72 2.15 1-4-15槽、坑夯填石屑10m3706.46172.26532.05 2.15 1-4-16槽、坑夯填石渣10m3687.02224.40459.80 2.82 1-4-17钎探灌砂10眼 2.47 1.45 1.022-1-13:7灰土垫层10m31377.22552.42812.7512.05 2-1-2砂垫层10m31291.09307.56981.38 2.15 2-1-3人工级配砂石垫层10m31506.27529.98969.72 6.57 2-1-4天然级配砂石垫层10m31194.17442.20745.40 6.57 2-1-5干铺碎石垫层10m31361.68443.52911.047.12 2-1-61:3砂浆灌碎石垫层10m31933.24537.901335.8959.45 2-1-7干铺碎砖垫层10m31608.74515.461086.167.12 2-1-81:3砂浆灌碎砖垫层10m32176.39726.001404.3046.09 2-1-9干铺地瓜石垫层10m31353.77524.04822.177.56 2-1-101:3砂浆灌地瓜石垫层10m32079.31713.461304.8561.00 2-1-11干铺毛石垫层10m31456.86564.30884.627.94 2-1-121:3砂浆灌毛石垫层10m32207.89854.041286.9966.86 2-1-13C154现浇无筋砼垫层10m32537.99673.861853.5310.60 2-1-14C154现浇毛石砼垫层10m32381.69638.881732.2110.60 2-2-1夯填灰土10m31369.61535.92821.6412.05 2-2-2人工填砂石机械振动10m3994.62245.52747.60 1.50 2-2-3人工填砂石机械碾压10m31099.24291.72784.8422.68 2-2-4推土机填砂碾压10m3823.12 4.62784.8433.66 2-2-5推土机挤淤碾压10m3850.417.92782.4260.07 2-2-6填铺石屑10m3827.97291.72531.87 4.38 2-2-7填铺碎石10m31354.42436.26911.047.12 2-2-8抛石挤淤10m31052.65396.66653.62 2.37 2-2-9填筑C154现浇毛石砼10m32342.09599.281732.2110.60 2-3-1打砼方桩12m内10m32193.39524.0457.561611.79 2-3-2打砼方桩18m内10m32062.82352.4457.561652.82 2-3-3打砼方桩30m内10m31314.35210.5457.561046.25 2-3-4打砼方桩>30m10m31133.68180.1857.56895.94 2-3-5压砼方桩12m内10m32572.00473.88180.321917.802-3-6压砼方桩18m内10m32686.46499.62180.322006.52 2-3-7压砼方桩30m内10m33126.70413.82180.322532.56 2-3-8压砼方桩>30m10m32658.08349.14180.322128.62 2-3-9打砼管桩16m内10m39178.08669.906157.822350.36 2-3-10打砼管桩24m内10m38737.66571.566157.822008.28 2-3-11打砼管桩32m内10m38579.00538.566157.821882.62 2-3-12打砼管桩>32m10m38553.78531.966157.821864.00 2-3-13打砼板桩1m3内10m33633.69799.9244.962788.81 2-3-14打砼板桩1.5m3内10m33020.44662.6444.962312.84 2-3-15打砼板桩2.5m3内10m32553.46508.8644.961999.64 2-3-16打砼板桩>2.5m310m32248.01446.8244.961756.23 2-3-17C203现浇砼打孔灌砼桩10m内10m36999.292136.422604.162258.71 2-3-18C203现浇砼打孔灌砼桩15m内10m35342.131292.282604.161445.69 2-3-19C203现浇砼打孔灌砼桩>15m10m34961.271096.262604.161260.85 2-3-20C203现浇砼夯扩成孔灌注砼桩身10m37910.992528.462602.712779.82 2-3-21C203现浇砼夯扩成孔灌注桩夯扩砼10m38395.432806.322502.953086.16 2-3-22螺旋钻机钻孔12m内10m32201.08658.68123.801418.60 2-3-23C203现浇砼螺旋钻孔灌注砼桩12m内10m33094.00294.362498.85300.79 2-3-24螺旋钻机钻孔>12m10m31936.68562.98123.801249.90 2-3-25C203现浇砼螺旋钻孔灌注砼桩>12m10m32962.53198.662498.85265.02 2-3-26回旋钻机钻孔φ600内10m35084.141401.18286.303396.66 2-3-27回旋钻机钻孔φ800内10m34438.741248.06281.992908.69 2-3-28回旋钻机钻孔φ1000内10m33953.961135.20274.222544.54 2-3-29回旋钻机钻孔φ1200内10m33375.96846.78256.302272.88 2-3-30回旋钻机钻孔φ>120cm10m33003.07765.60240.591996.88 2-3-31回旋钻机钻孔入岩φ600内10m321310.276072.00266.5514971.72 2-3-32回旋钻机钻孔入岩φ800内10m314866.874183.08266.5510417.24 2-3-33回旋钻机钻孔入岩φ1000内10m312695.113573.90266.558854.66 2-3-34回旋钻机钻孔入岩φ1200内10m39916.242774.64266.556875.05 2-3-35回旋钻机钻孔入岩φ>120cm10m37291.482073.06266.554951.87 2-3-36回旋钻孔灌注砼桩10m33183.93240.902943.032-3-37C252现浇灌注砼桩壁人工挖孔10m33542.151081.742310.03150.38 2-3-38M10 砂浆砌黏土砖桩壁120人工挖孔10m33781.721538.462213.2630.00 2-3-39M10 砂浆砌黏土砖桩壁240人工挖孔10m33771.571538.462198.0635.05 2-3-40C204现浇灌注砼桩芯人工挖孔10m33212.74823.022061.73327.99 2-3-41C204现浇灌注毛石砼桩芯人工挖孔10m32804.99574.861902.14327.99 2-3-42打灰土挤密桩6m内10m33157.99919.381030.391208.22 2-3-43打灰土挤密桩>6m10m32514.58584.101030.39900.09 2-3-44打砂桩10m内10m33116.001141.80920.001054.20 2-3-45打砂桩15m内10m32633.79799.92920.00913.87 2-3-46打砂桩>15m10m32427.29641.52920.00865.77 2-3-47打碎石桩10m内10m33186.621212.42920.001054.20 2-3-48打碎石桩15m内10m32684.61850.74920.00913.87 2-3-49打碎石桩>15m10m32467.55681.78920.00865.77 2-3-50振冲碎石桩10m32227.91475.20974.96777.75 2-3-51钻孔压浆碎石桩10m34697.481090.982578.891027.61 2-3-52打砂石桩10m内10m33639.261212.421372.641054.202-3-53打砂石桩15m内10m33137.25850.741372.64913.87 2-3-54打砂石桩>15m10m32920.19681.781372.64865.77 2-3-55深层搅拌粉喷水泥桩(水泥10%)10m31486.40332.64671.14482.62 2-3-56深层搅拌浆喷水泥桩(水泥10%)10m31518.73374.22685.22459.29 2-3-57水泥桩水泥掺量每增1%10m360.9060.902-3-58高压旋喷水泥桩成孔10m427.78105.608.68313.50 2-3-59双重管旋喷机高压旋喷水泥桩10m32607.91684.42769.901153.59 2-3-60三重管旋喷机高压旋喷水泥桩10m33495.09760.321102.901631.87 2-3-61预制钢筋砼桩接桩包角钢十根5627.781211.10424.433992.25 2-3-62预制钢筋砼桩接桩包钢板十根8588.141264.563359.933963.65 2-3-63预制钢筋砼桩接桩注硫磺胶泥10m226812.646362.404160.6116289.63 2-3-64预制钢筋砼桩截方桩十根1379.37308.88950.20120.29 2-3-65预制钢筋砼桩截管桩十根526.63250.80275.83 2-3-66预制钢筋砼方桩凿桩头10m33133.722345.64788.08 2-3-67灌注砼桩凿桩头10m31248.31933.90314.41 2-3-68桩头钢筋整理十根56.7656.762-3-69回旋钻机挤扩支盘钻孔D800内10m32038.71252.7823.461762.47 2-3-70回旋钻机挤扩支盘钻孔D>80010m31666.53207.2415.761443.53 2-4-1强夯<100t-m 25夯点 4击100m21302.14357.72944.42 2-4-2强夯<100t-m 25夯点增减1击100m2244.7572.60172.15 2-4-3强夯<100t-m 23夯点 4击100m21198.51329.34869.17 2-4-4强夯<100t-m 23夯点增减1击100m2218.5560.06158.49 2-4-5强夯<100t-m 17夯点 4击100m2886.78244.20642.58 2-4-6强夯<100t-m 17夯点增减1击100m2161.0944.22116.87 2-4-7强夯<100t-m 13夯点 4击100m2677.35186.12491.23 2-4-8强夯<100t-m 13夯点增减1击100m2122.5733.6688.91 2-4-9强夯<100t-m 10夯点 4击100m2521.16143.22377.94 2-4-10强夯<100t-m 10夯点增减1击100m293.8525.7468.11 2-4-11强夯<100t-m 低锤满拍100m21223.59321.42902.17 2-4-12强夯<200t-m 25夯点 4击100m21944.00477.841466.16 2-4-13强夯<200t-m 25夯点增减1击100m2354.8387.12267.71 2-4-14强夯<200t-m 23夯点 4击100m21788.13439.561348.57 2-4-15强夯<200t-m 23夯点增减1击100m2327.3880.52246.86 2-4-16强夯<200t-m 17夯点 4击100m21321.34324.72996.62 2-4-17强夯<200t-m 17夯点增减1击100m2242.0459.40182.64 2-4-18强夯<200t-m 13夯点 4击100m21010.43248.16762.27 2-4-19强夯<200t-m 13夯点增减1击100m2185.4846.20139.28 2-4-20强夯<200t-m 10夯点 4击100m2777.04190.74586.30 2-4-21强夯<200t-m 10夯点增减1击100m2142.5734.98107.59 2-4-22强夯<200t-m 低锤满拍100m21721.80403.261318.54 2-4-23强夯<300t-m 25夯点 4击100m22456.07564.961891.11 2-4-24强夯<300t-m 25夯点增减1击100m2476.28108.24368.04 2-4-25强夯<300t-m 23夯点 4击100m22259.54519.421740.12 2-4-26强夯<300t-m 23夯点增减1击100m2432.7199.66333.05 2-4-27强夯<300t-m 17夯点 4击100m21670.04384.121285.92 2-4-28强夯<300t-m 17夯点增减1击100m2319.0073.26245.74 2-4-29强夯<300t-m 13夯点 4击100m21276.85293.04983.812-4-30强夯<300t-m 13夯点增减1击100m2244.5256.10188.42 2-4-31强夯<300t-m 10夯点 4击100m2982.02225.72756.30 2-4-32强夯<300t-m 10夯点增减1击100m2189.1643.56145.60 2-4-33强夯<300t-m 低锤满拍100m22737.75386.102351.65 2-4-34强夯<400t-m 25夯点 4击100m25365.521076.464289.06 2-4-35强夯<400t-m 25夯点增减1击100m21148.38230.34918.04 2-4-36强夯<400t-m 23夯点 4击100m24935.68990.003945.68 2-4-37强夯<400t-m 23夯点增减1击100m21056.29211.86844.43 2-4-38强夯<400t-m 17夯点 4击100m23453.39693.002760.39 2-4-39强夯<400t-m 17夯点增减1击100m2780.02156.42623.60 2-4-40强夯<400t-m 13夯点 4击100m22789.74559.682230.06 2-4-41强夯<400t-m 13夯点增减1击100m2597.33120.12477.21 2-4-42强夯<400t-m 10夯点 4击100m22146.60430.981715.62 2-4-43强夯<400t-m 10夯点增减1击100m2460.4592.40368.05 2-4-44强夯<400t-m 低锤满拍100m23456.54659.342797.20 2-4-45强夯<500t-m 25夯点 4击100m26736.661216.385520.28 2-4-46强夯<500t-m 25夯点增减1击100m21441.75260.041181.71 2-4-47强夯<500t-m 23夯点 4击100m26195.641118.705076.94 2-4-48强夯<500t-m 23夯点增减1击100m21326.39239.581086.81 2-4-49强夯<500t-m 17夯点 4击100m24331.58783.423548.16 2-4-50强夯<500t-m 17夯点增减1击100m2979.84176.88802.96 2-4-51强夯<500t-m 13夯点 4击100m23502.05632.282869.77 2-4-52强夯<500t-m 13夯点增减1击100m2749.96135.96614.00 2-4-53强夯<500t-m 10夯点 4击100m22694.25487.082207.17 2-4-54强夯<500t-m 10夯点增减1击100m2577.92104.28473.64 2-4-55强夯<500t-m 低锤满拍100m23848.50791.343057.16 2-4-56强夯<600t-m 25夯点 4击100m27446.041374.786071.26 2-4-57强夯<600t-m 25夯点增减1击100m21560.58260.041300.54 2-4-58强夯<600t-m 23夯点 4击100m26703.571118.705584.87 2-4-59强夯<600t-m 23夯点增减1击100m21326.39239.581086.81 2-4-60强夯<600t-m 17夯点 4击100m24335.75783.423552.33 2-4-61强夯<600t-m 17夯点增减1击100m2979.84176.88802.96 2-4-62强夯<600t-m 13夯点 4击100m23502.05632.282869.77 2-4-63强夯<600t-m 13夯点增减1击100m2749.96135.96614.00 2-4-64强夯<600t-m 10夯点 4击100m22694.25487.082207.17 2-4-65强夯<600t-m 10夯点增减1击100m2577.92104.28473.64 2-4-66强夯<600t-m 低锤满拍100m24200.98863.943337.04 2-4-67强夯<100t-m 7夯点 4击100m2522.51138.60383.91 2-4-68强夯<100t-m 7夯点增减1击100m265.9615.8450.12 2-4-69强夯<100t-m 4夯点 4击100m2408.40108.24300.16 2-4-70强夯<100t-m 4夯点增减1击100m244.1810.5633.62 2-4-71强夯<100t-m 低锤满拍100m21361.91321.421040.49 2-4-72强夯<200t-m 7夯点 4击100m2767.82184.80583.02 2-4-73强夯<200t-m 7夯点增减1击100m296.6721.1275.55 2-4-74强夯<200t-m 4夯点 4击100m2625.82150.48475.34 2-4-75强夯<200t-m 4夯点增减1击100m267.3514.5252.83 2-4-76强夯<200t-m 低锤满拍100m21896.54403.261493.282-4-77强夯<300t-m 7夯点 4击100m2917.03208.56708.47 2-4-78强夯<300t-m 7夯点增减1击100m2126.0325.74100.29 2-4-79强夯<300t-m 4夯点 4击100m2720.16163.68556.48 2-4-80强夯<300t-m 4夯点增减1击100m286.5117.8268.69 2-4-81强夯<300t-m 低锤满拍100m23024.31386.102638.21 2-4-82强夯<400t-m 7夯点 4击100m21681.85339.241342.61 2-4-83强夯<400t-m 7夯点增减1击100m2301.6754.78246.89 2-4-84强夯<400t-m 4夯点 4击100m21197.26241.56955.70 2-4-85强夯<400t-m 4夯点增减1击100m2200.9136.30164.61 2-4-86强夯<400t-m 低锤满拍100m23743.09659.343083.75 2-4-87强夯<500t-m 7夯点 4击100m22071.11373.561697.55 2-4-88强夯<500t-m 7夯点增减1击100m2374.1662.04312.12 2-4-89强夯<500t-m 4夯点 4击100m21488.09267.961220.13 2-4-90强夯<500t-m 4夯点增减1击100m2250.0541.05209.00 2-4-91强夯<500t-m 低锤满拍100m24116.21791.343324.87 2-4-92强夯<600t-m 7夯点 4击100m22277.71410.521867.19 2-4-93强夯<600t-m 7夯点增减1击100m2413.1769.96343.21 2-4-94强夯<600t-m 4夯点 4击100m21652.00297.661354.34 2-4-95强夯<600t-m 4夯点增减1击100m2276.4546.20230.25 2-4-96强夯<600t-m 低锤满拍100m24492.60863.943628.66 2-5-1木撑木挡土疏板防护10m2185.94109.5676.382-5-2钢撑木挡土疏板防护10m2149.8183.8265.992-5-3木撑木挡土密板防护10m2235.50141.2494.262-5-4钢撑木挡土密板防护10m2189.23107.5881.652-5-5木撑钢挡土疏板防护10m2184.97110.8874.092-5-6钢撑钢挡土疏板防护10m2145.5584.4861.072-5-7木撑钢挡土密板防护10m2223.99141.2482.752-5-8钢撑钢挡土密板防护10m2178.50108.9069.602-5-9袋土围堰10m31948.621145.76749.6053.26 2-5-10打钢工具桩6m内 t923.52218.4637.62667.44 2-5-11打钢工具桩10m内 t642.61150.4837.62454.51 2-5-12打钢工具桩15m内 t471.46106.2637.62327.58 2-5-13打钢工具桩>15m t375.9784.4837.62253.87 2-5-14拔钢工具桩6m内 t414.92161.04 3.71250.17 2-5-15拔钢工具桩10m内 t289.08110.88 3.71174.49 2-5-16拔钢工具桩15m内 t235.6491.08 3.71140.85 2-5-17拔钢工具桩>15m t228.8088.44 3.71136.65 2-5-18安拆导向夹具10m108.2827.7226.5054.06 2-5-19土层砂浆土钉(钻孔灌浆)10m245.58148.5041.9655.12 2-5-20岩石砂浆土钉(钻孔灌浆)10m359.21157.7418.26183.21 2-5-21锚杆机钻孔灌浆10m1671.02396.00654.94620.08 2-5-22锚杆机入岩增加10m2902.841584.00498.75820.09 2-5-23C251现浇砼土层喷射砼护坡 初喷5010m2270.3697.68131.3641.32 2-5-24C251现浇砼岩层喷射砼护坡 初喷5010m2352.93166.98141.2744.68 2-5-25C251现浇砼喷射砼护坡每增减10mm10m252.1017.8226.278.01 2-6-1抽水机基底排水 降水深1m内10m2715.7213.2030.92671.60 2-6-2抽水机基底排水 降水深2m内10m21241.3719.8075.911145.662-6-3抽水机基底排水 降水深3m内10m21565.9233.00123.061409.86 2-6-4砖砌集水井排水h2-4m内 座2193.561491.60617.9184.05 2-6-5钢筋笼集水井排水h2-4m内 座2028.381166.88804.9156.59 2-6-6砼无砂管φ55cm集水深井10m4342.261256.641212.691872.93 2-6-7钢筋笼集水深井10m3433.421360.92386.281686.22 2-6-8钢管集水深井10m2908.061065.90146.381695.78 2-6-9潜水泵抽水机集水井排水台日423.42 2.64420.78 2-6-10单机清水泵抽水机集水井排水台日609.56 2.64606.92 2-6-11泥浆泵抽水机集水井排水台日1094.14 2.641091.50 2-6-12轻型井点7m降水井管安拆十根2481.831033.56372.411075.86 2-6-13轻型井点7m降水设备使用套天1331.72198.0085.881047.84 2-6-14喷射井点10m降水井管安拆十根7760.863036.001287.323437.54 2-6-15喷射井点10m降水设备使用套天2734.79396.0062.182276.61 2-6-16喷射井点15m降水井管安拆十根12538.564984.981850.925702.66 2-6-17喷射井点15m降水设备使用套天2813.05396.00140.442276.61 2-6-18喷射井点20m降水井管安拆十根16354.456433.022411.597509.84 2-6-19喷射井点20m降水设备使用套天2866.17396.00193.562276.61 2-6-20喷射井点30m降水井管安拆十根21455.098348.343522.409584.35 2-6-21喷射井点30m降水设备使用套天3078.82396.00406.212276.61 2-6-22大口径φ600井点15m降水井管安拆十根45198.9514166.906185.2824846.77 2-6-23大口径φ600井点15m降水设备使用套天2727.80396.0055.192276.61 2-6-24水平井点25m降水井管安拆十根81769.0128535.105826.1247407.79 2-6-25水平井点25m降水设备使用套天1886.56396.0042.911447.65 2-6-26电渗井点阳极降水制安及拆除十根11990.061565.529097.761326.78 2-6-27电渗井点阳极降水设备使用套天1505.92396.00581.26528.66 2-6-28射流泵井点降水制安及拆除眼组126.4973.2629.8923.34 2-6-29射流泵井点降水井点抽水组天770.22267.30502.92 3-1-1M5.0砂浆砖基础10m32768.95803.881932.2332.84 3-1-2M5.0混浆矩形砖柱周长1.2m内10m33811.191752.962030.9527.28 3-1-3M5.0混浆矩形砖柱周长1.8m内10m33685.441636.142018.9130.39 3-1-4M5.0混浆矩形砖柱周长>1.8m10m33370.641324.622014.2931.73 3-1-5M5.0混浆异形砖柱10m34287.071654.622595.6036.85 3-1-6M2.5混浆单面清水砖墙 11510m33404.311372.802004.3527.16 3-1-7M2.5混浆单面清水砖墙 18010m33379.421355.641994.0529.73 3-1-8M2.5混浆单面清水砖墙 24010m33175.731191.301953.1531.28 3-1-9M2.5混浆单面清水砖墙 36510m33146.091125.301987.6133.18 3-1-10M2.5混浆单面清水砖墙 ≥49010m33099.251081.741983.4434.07 3-1-11M2.5混浆混水砖墙 5310m33808.091752.962038.7616.37 3-1-12M2.5混浆混水砖墙 11510m33348.871317.362004.3527.16 3-1-13M2.5混浆混水砖墙 18010m33262.981240.141993.2329.61 3-1-14M2.5混浆混水砖墙 24010m32999.511015.081953.1531.28 3-1-15M2.5混浆混水砖墙 36510m33007.71986.701987.6133.40 3-1-16M2.5混浆混水砖墙 49010m32993.35976.141983.1434.07 3-1-17弧形砖墙另加工料10m3129.8199.0030.813-1-18M5.0混浆贴砌砖墙 5310m2233.85106.26125.25 2.34 3-1-19M5.0混浆贴砌砖墙 11510m2411.54158.40248.58 4.56 3-1-20M5.0混浆贴砌砖墙 24010m2769.84264.00496.829.023-1-21M5.0混浆空花砖墙 11510m2299.39135.96161.54 1.89 3-1-22M5.0混浆空花砖墙 24010m2625.59284.46337.12 4.01 3-1-23M5.0混浆砖平璇10m34279.121788.602458.6831.84 3-1-24M5.0混浆砖拱璇10m35185.932547.602603.4834.85 3-1-25M5.0混浆砖过梁10m33750.201387.322324.4738.41 3-1-26M5.0混浆半砖栏板10m2405.92168.96233.84 3.12 3-1-27M5.0砂浆砖台阶10m32940.64907.502000.3032.84 3-1-28M5.0混浆砖地沟10m32951.09921.361998.0031.73 3-1-29M5.0混浆零星砖砌体10m33440.801518.001893.4129.39 3-2-1M5.0砂浆乱毛石基础10m32053.38779.461219.2654.66 3-2-2M5.0混浆乱毛石墙10m32558.111255.321248.1354.66 3-2-3M5.0混浆乱毛石挡土墙10m32170.03867.241248.1354.66 3-2-4M5.0混浆乱毛石护坡10m32332.35934.561337.7860.01 3-2-5干砌乱毛石护坡10m31546.06607.20938.863-2-6M5.0混浆整毛石墙毛石背里45010m21251.91640.86586.4524.60 3-2-7M5.0混浆整毛石墙毛石背里±1010m225.5312.5412.430.56 3-2-8M5.0混浆整毛石墙砖背里45010m21401.97591.36792.1318.48 3-2-9M5.0混浆整毛石墙砖背里±1010m230.5610.5619.670.33 3-2-10整砌毛石表面处理10m2388.18327.3660.823-2-11石表面倒扁光(斜面10cm内)10m116.82116.823-2-12M5.0混浆方整石柱10m36432.231992.544420.6519.04 3-2-13M5.0混浆方整石墙10m35490.561052.044418.9319.59 3-2-14M5.0混浆方整石墙毛石背里45010m21934.43572.221345.2916.92 3-2-15M5.0混浆方整石墙毛石背里±1010m225.5812.5412.480.56 3-2-16M5.0混浆方整石墙砖背里45010m22075.19521.401538.2015.59 3-2-17M5.0混浆方整石墙砖背里±1010m230.5610.5619.670.33 3-2-18M10 混浆方整石平璇10m37021.081914.665086.3820.04 3-2-19M10 混浆方整石拱璇10m37382.022314.625046.8020.60 3-2-20M5.0混浆零星方整石砌体10m37402.002740.984636.4224.60 3-2-21M5.0混浆整砌毛石墙10m32923.061380.721487.6854.66 3-2-22M5.0混浆整砌毛石挡土墙10m32380.37953.701372.0154.66 3-3-1M5.0混浆烧结粉煤灰轻质砖墙11510m33276.481329.241920.0827.16 3-3-2M5.0混浆烧结粉煤灰轻质砖墙18010m33238.321296.241912.4729.61 3-3-3M5.0混浆烧结粉煤灰轻质砖墙24010m32969.161061.281876.6031.28 3-3-4M5.0混浆烧结粉煤灰轻质砖墙36510m32976.451031.581911.4733.40 3-3-5M5.0混浆黏土多孔砖墙11510m32979.32930.602027.7920.93 3-3-6M5.0混浆黏土多孔砖墙18010m32930.91838.862065.6626.39 3-3-7M5.0混浆黏土多孔砖墙24010m32842.75783.422033.0626.27 3-3-8M5.0混浆黏土多孔砖墙36510m32863.84706.202129.5828.06 3-3-9M5.0混浆煤矸石多孔砖墙9010m33929.53976.802930.5822.15 3-3-10M5.0混浆煤矸石多孔砖墙19010m32483.07825.001635.9222.15 3-3-11M5.0混浆煤矸石多孔砖墙24010m33177.33810.482339.2427.61 3-3-12M5.0混浆煤矸石多孔砖墙29010m32807.88737.882043.2826.72 3-3-13M5.0混浆承重型黏土空心砖墙11510m33347.25976.802351.9718.48 3-3-14M5.0混浆承重型黏土空心砖墙18010m32514.97881.101615.2818.59 3-3-15M5.0混浆承重型黏土空心砖墙24010m33176.41822.362329.5624.49 3-3-16M5.0混浆承重型黏土空心砖墙36510m33090.71742.502322.0526.163-3-17M5.0混浆非承重黏土空心砖墙11510m32965.791015.741930.2319.82 3-3-18M5.0混浆非承重黏土空心砖墙24010m32643.31845.461777.3720.48 3-3-19M5.0混浆零星空心砖砌体10m33393.131294.922069.0429.17 3-3-20M5.0混浆煤矸石空心砖墙11510m32702.821025.641656.0321.15 3-3-21M5.0混浆煤矸石空心砖墙18010m32677.16939.841714.8322.49 3-3-22M5.0混浆煤矸石空心砖墙24010m32545.20853.381665.8825.94 3-3-23M5.0混浆煤矸石空心砖墙36510m32476.74780.781668.2427.72 3-3-24M5.0混浆加气砼砌块墙12010m32376.85741.181626.549.13 3-3-25M5.0混浆加气砼砌块墙18010m32331.71682.441640.149.13 3-3-26M5.0混浆加气砼砌块墙24010m32304.65595.981699.549.13 3-3-27M5.0混浆泡沫砼砌块墙9010m32088.31735.241332.4720.60 3-3-28M5.0混浆泡沫砼砌块墙19010m31987.38669.241307.6710.47 3-3-29M5.0混浆泡沫砼砌块墙29010m31877.63594.661269.1713.80 3-3-30M5.0混浆泡沫砼砌块墙39010m31866.12535.921316.4013.80 3-3-31M7.5混浆硅酸钙砌块墙12010m32574.47892.321671.1311.02 3-3-32M7.5混浆硅酸钙砌块墙18010m32645.42836.881797.5211.02 3-3-33M7.5混浆硅酸钙砌块墙24010m32240.63753.061476.5511.02 3-3-34M7.5混浆硅酸钙砌块墙36510m32174.85681.121480.9312.80 3-3-35石膏砌空心块墙11010m37308.55584.106724.453-3-36石膏砌空心块墙18010m37275.48524.706750.783-3-37石膏砌夹心块墙8010m37362.16646.806715.363-3-38石膏砌夹心块墙10010m37350.60628.986721.623-3-39M7.5混浆粉煤灰加气砼砌块墙20010m31457.94588.06856.7413.14 3-3-40M7.5混浆煤矸石砌块墙28010m31932.99604.561314.1814.25 3-3-41M7.5混浆硅酸盐砌块墙24010m33126.09691.022423.8311.24 3-3-42M7.5混浆膨胀珍珠岩砌块墙11010m313484.74656.0412820.688.02 3-3-43M7.5混浆砼空心砌块墙9010m33741.02774.182952.5914.25 3-3-44M7.5混浆砼空心砌块墙19010m32345.74679.801654.1411.80 3-3-45M7.5混浆砼空心砌块墙29010m32328.98597.961715.4315.59 3-3-46M7.5混浆砼空心砌块墙39010m32219.83550.441654.5814.81 3-3-47M7.5混浆轻骨料砼空心砌块墙9010m32213.99737.221462.5214.25 3-3-48M7.5混浆轻骨料砼空心砌块墙19010m32028.27647.461369.0111.80 3-3-49M7.5混浆轻骨料砼空心砌块墙29010m32253.40569.581668.2315.59 3-3-50M7.5混浆轻骨料砼空心砌块墙39010m31915.96524.701376.4514.81 3-3-51M5.0混浆砌空心砌块烟风道24010m35997.542250.603740.71 6.23 3-3-52M5.0混浆砌变压式排烟道半周80010m1024.23487.08536.950.20 3-3-53M5.0混浆砌变压式排烟道半周120010m1788.35636.901151.170.28 3-3-54M5.0混浆砌变压式排烟道半周150010m2444.17759.001684.830.34 3-3-55M10 砂浆钢筋砼漏空花格70内10m2625.3090.42534.570.31 3-3-56M10 砂浆钢筋砼漏空花格100内10m2776.92130.02646.440.46 3-3-57M10 砂浆钢筋砼漏空花格200内10m21045.74260.04784.790.91 3-3-58预制水磨石隔断板.窗台板10m2939.02104.28834.743-3-59砖砌屋面烟囱三孔内10m1357.73284.261070.91 2.56 3-3-60砖砌屋面烟囱三孔以上10m2876.31582.322290.43 3.56 3-3-61M5.0混浆加气砼砌块墙20010m32273.31665.281598.909.13 3-3-62M5.0混浆加气砼砌块墙25010m32178.00583.371585.509.13 3-3-63M5.0混浆加气砼砌块墙30010m32136.06545.951580.989.133-3-64M5.0混浆泡沫砼砌块墙20010m31897.63649.771238.739.13 3-3-65M5.0混浆泡沫砼砌块墙25010m31874.71624.361241.229.13 3-3-66M5.0混浆泡沫砼砌块墙30010m31818.76584.691224.949.13 3-3-67M5.0混浆硅酸钙砌块墙20010m32419.24808.761601.359.13 3-3-68M5.0混浆硅酸钙砌块墙25010m32360.37746.391604.859.13 3-3-69M5.0混浆硅酸钙砌块墙30010m32306.29713.791583.379.13 3-3-70M5.0混浆煤矸石多孔砖墙11510m32433.77721.181691.7720.82 3-3-71M5.0混浆煤矸石多孔砖墙14010m32817.78710.422085.2122.15 3-3-72M5.0混浆煤矸石多孔砖墙24010m32995.00628.122339.2727.61 3-3-73M5.0混浆煤矸石多孔砖墙34010m32511.04695.771789.2226.05 3-3-74M5.0混浆煤矸石多孔砖墙36510m32384.25652.871667.9263.46 3-3-75M5.0混浆煤矸石多孔砖墙24010m32419.82697.031695.5127.28 3-4-1GRC多孔板墙6010m22099.6791.082003.70 4.89 3-4-2GRC多孔板墙8010m22170.54100.982064.57 4.99 3-4-3GRC多孔板墙9010m22218.63108.242105.40 4.99 3-4-4GRC多孔板墙10010m22266.76112.202149.46 5.10 3-4-5GRC多孔板墙12010m22320.46122.762192.49 5.21 3-4-6轻集料砼多孔条板墙7510m21596.1889.761502.25 4.17 3-4-7轻集料砼多孔条板墙10010m21705.4797.681603.62 4.17 3-4-8轻集料砼多孔条板墙12010m22032.22107.581920.47 4.17 3-4-9轻陶粒砼实心条板墙6010m2968.50100.98861.25 6.27 3-4-10轻陶粒砼实心条板墙8010m21089.86110.88972.60 6.38 3-4-11石膏空心条板墙6010m2835.9381.84749.31 4.78 3-4-12石膏空心条板墙8010m21010.3887.78917.71 4.89 3-4-13双层石膏空心条板墙10m21610.29191.401415.00 3.89 3-4-14双层石膏空心条板墙填充5010m21791.26207.901579.37 3.99 3-4-15双层石膏空心条板墙填充厚±1010m231.450.6630.793-4-16硅镁多孔板墙9010m21264.7697.681162.09 4.99 3-4-17硅镁多孔板墙10010m21385.28100.981279.31 4.99 3-4-18木纤维增强水泥多孔板墙8010m21529.7091.741432.12 5.84 3-4-19网架水泥板聚苯乙烯泡塑心76(50)10m2943.4986.46854.31 2.72 3-4-20网架水泥板岩棉夹心65(40)10m2890.0975.90811.47 2.72 3-4-21网架水泥板岩棉夹心75(50)10m2930.1885.80841.66 2.72 3-4-22网架水泥板岩棉夹心85(60)10m21052.8695.04955.10 2.72 3-4-23GRC复合外墙板12010m21372.56121.441240.9110.21 3-4-24GRC复合外墙板37010m21842.91161.701671.1010.11 3-4-25彩钢压型板墙10m21150.4161.381029.1059.93 3-4-26双层彩钢压板墙聚氨酯板填6010m22290.56102.962090.5997.01 3-4-27双层彩钢压板墙聚氨酯板填10010m22521.80104.942319.8597.01 3-4-28双层彩钢压板墙聚氨酯板填±2010m2115.060.66114.403-4-29双层彩钢压板墙岩棉板填8010m22191.84104.281990.5597.01 3-4-30双层彩钢压板墙岩棉板填12010m22315.08105.602112.4797.01 3-4-31双层彩钢压板墙聚苯乙烯板填7510m22283.41103.622082.7897.01 3-4-32双层彩钢压板墙聚苯乙烯板填15010m22622.78106.922418.8597.01 3-4-33双层彩钢压板墙聚苯乙烯板±2510m2113.12 1.32111.803-5-1铸铁围墙10m1383.9279.861300.96 3.10 3-5-23:7灰土垫层方整石台阶10m22981.40958.321958.2564.833-5-3地瓜石垫层方整石台阶10m23038.56964.922001.8371.81 3-5-4C15砼垫层方整石台阶10m23074.55961.622046.8566.08 3-5-5砖砌屋面排烟气道口10个3538.681310.762141.9685.96 3-5-6砂浆用砂过筛用工10m3198.00198.004-1-1现浇构件圆钢筋φ4 t6087.241279.084761.7246.44 4-1-2现浇构件圆钢筋φ6.5 t6156.901458.604652.9245.38 4-1-3现浇构件圆钢筋φ8 t5595.55945.124602.9847.45 4-1-4现浇构件圆钢筋φ10 t5316.39693.004580.0043.39 4-1-5现浇构件圆钢筋φ12 t5316.56611.164617.6587.75 4-1-6现浇构件圆钢筋φ14 t5207.82521.404608.7177.71 4-1-7现浇构件圆钢筋φ16 t5138.69460.684602.9675.05 4-1-8现浇构件圆钢筋φ18 t5094.64405.904620.4368.31 4-1-9现浇构件圆钢筋φ20 t5046.94363.004617.6766.27 4-1-10现浇构件圆钢筋φ22 t5004.62329.344615.3159.97 4-1-11现浇构件圆钢筋φ25 t4974.16292.384634.7347.05 4-1-12现浇构件圆钢筋φ28 t4966.21279.844633.4552.92 4-1-13现浇构件螺纹钢筋φ12 t5360.42611.164648.25101.01 4-1-14现浇构件螺纹钢筋φ14 t5208.92521.404598.5189.01 4-1-15现浇构件螺纹钢筋φ16 t5108.79460.684562.1685.95 4-1-16现浇构件螺纹钢筋φ18 t5070.84405.904586.6878.26 4-1-17现浇构件螺纹钢筋φ20 t5018.67363.004579.6376.04 4-1-18现浇构件螺纹钢筋φ22 t4976.06329.344576.6970.03 4-1-19现浇构件螺纹钢筋φ25 t4942.22292.384593.9355.91 4-1-20现浇构件螺纹钢筋φ28 t4949.08279.844607.9561.29 4-1-21现浇构件螺纹钢筋φ30 t4963.26290.404618.1554.71 4-1-22现浇构件螺纹钢筋φ32 t4960.62287.764618.1554.71 4-1-23预制构件圆钢筋φ5内绑扎 t7525.652697.424782.9245.31 4-1-24预制构件圆钢筋φ5内点焊 t7212.802121.244711.45380.11 4-1-25预制构件圆钢筋φ6.5绑扎 t6055.961384.684630.6740.61 4-1-26预制构件圆钢筋φ6.5点焊 t5979.931103.524546.63329.78 4-1-27预制构件圆钢筋φ8绑扎 t5519.56896.284580.7342.55 4-1-28预制构件圆钢筋φ8点焊 t5532.40757.024537.64237.74 4-1-29预制构件圆钢筋φ10绑扎 t5254.57658.024557.7538.80 4-1-30预制构件圆钢筋φ10点焊 t5353.53609.184533.49210.86 4-1-31预制构件圆钢筋φ12绑扎 t5254.38575.524595.5083.36 4-1-32预制构件圆钢筋φ12点焊 t5254.49476.524573.15204.82 4-1-33预制构件圆钢筋φ14绑扎 t5155.73495.664586.5673.51 4-1-34预制构件圆钢筋φ14点焊 t5312.68520.744574.01217.93 4-1-35预制构件圆钢筋φ16绑扎 t5089.74436.924580.8172.01 4-1-36预制构件圆钢筋φ16点焊 t5201.88451.444570.80179.64 4-1-37预制构件圆钢筋φ18 t5049.66384.784598.2866.60 4-1-38预制构件圆钢筋φ20 t5006.56346.504595.5264.54 4-1-39预制构件圆钢筋φ22 t4967.08314.824593.1659.10 4-1-40预制构件圆钢筋φ25 t4937.21279.184612.5845.45 4-1-41预制构件圆钢筋φ28 t4930.01267.304611.3051.41 4-1-42预制构件螺纹钢筋φ12 t5363.18640.204625.9597.03 4-1-43预制构件螺纹钢筋φ14 t5203.96533.284582.4488.244-1-44预制构件螺纹钢筋φ16 t5104.93480.484540.2184.24 4-1-45预制构件螺纹钢筋φ18 t5065.51415.144557.6892.69 4-1-46预制构件螺纹钢筋φ20 t5028.37381.484554.9291.97 4-1-47预制构件螺纹钢筋φ22 t4961.97338.584552.5670.83 4-1-48预制构件螺纹钢筋φ25 t4940.18305.584581.5853.02 4-1-49预制构件螺纹钢筋φ28 t4911.98269.944585.9356.11 4-1-50预制构件螺纹钢筋φ30 t4925.43273.244596.0856.11 4-1-51预制构件螺纹钢筋φ32 t4925.43273.244596.0856.11 4-1-52现浇构件箍筋φ6.5 t6546.961846.024652.9248.02 4-1-53现浇构件箍筋φ8 t5856.271185.364602.9867.93 4-1-54现浇构件箍筋φ10 t5455.82820.384580.0055.44 4-1-55现浇构件箍筋φ12 t5247.63647.464552.1947.98 4-1-56预制构件箍筋φ6.5 t6421.551747.684630.6743.20 4-1-57预制构件箍筋φ8 t5763.161121.344580.7361.09 4-1-58预制构件箍筋φ10 t5385.10777.484557.7549.87 4-1-59预制构件箍筋φ12 t5186.27613.144530.0443.09 4-1-60先张法预应力钢筋φ5内 t6423.301228.925111.6882.70 4-1-61先张法预应力钢筋φ12 t6196.46623.045377.83195.59 4-1-62先张法预应力钢筋φ14 t5906.86568.925163.91174.03 4-1-63先张法预应力钢筋φ16 t5697.85517.445021.92158.49 4-1-64先张法预应力钢筋φ18 t5573.29485.104943.83144.36 4-1-65先张法预应力钢筋φ20 t5477.75450.784889.72137.25 4-1-66先张法预应力钢筋φ22 t5312.25334.624848.94128.69 4-1-67后张法预应力钢筋φ16 t10482.291432.208424.88625.21 4-1-68后张法预应力钢筋φ20 t8723.731017.067277.20429.47 4-1-69后张法预应力钢筋φ25 t7918.82766.926843.71308.19 4-1-70后张法预应力钢筋φ28 t7235.02680.466284.61269.95 4-1-71后张法预应力钢筋φ32 t6895.31614.466043.30237.55 4-1-72后张法预应力钢丝束12φξ t30696.444270.2025466.34959.90 4-1-73后张法预应力钢丝束14φξ t27145.083598.9822620.95925.15 4-1-74后张法预应力钢丝束16φξ t24687.253339.6020450.24897.41 4-1-75后张法预应力钢丝束18φξ t22692.793044.5818770.80877.41 4-1-76后张法预应力钢丝束20φξ t21185.592894.1017430.07861.42 4-1-77后张法预应力钢丝束22φξ t19921.702743.6216329.95848.13 4-1-78后张法预应力钢丝束24φξ t18815.442566.7415411.67837.03 4-1-79无粘结预应力钢丝束 t14009.992411.6410969.18629.17 4-1-80有粘结预应力钢丝束 t27125.2811386.9814167.661570.64 4-1-81套筒锥形螺栓钢筋接头φ32内10个381.77132.00227.2922.48 4-1-82套筒锥形螺栓钢筋接头φ45内10个552.47225.06291.5235.89 4-1-83带肋钢筋接头冷挤压连接φ2010个96.1640.9235.8119.43 4-1-84带肋钢筋接头冷挤压连接φ2210个111.4444.2246.8120.41 4-1-85带肋钢筋接头冷挤压连接φ2510个142.8448.8472.1221.88 4-1-86带肋钢筋接头冷挤压连接φ2810个174.1654.7895.8723.51 4-1-87带肋钢筋接头冷挤压连接φ3210个225.7360.06140.3625.31 4-1-88带肋钢筋接头冷挤压连接φ3610个283.1866.66189.4227.10 4-1-89带肋钢筋接头冷挤压连接φ4010个359.7272.60257.5729.55 4-1-90电渣压力焊接头φ1810个53.2726.4011.9314.94。

山东省建筑工程消耗量定额、费用定额和价目表

山东省建筑工程消耗量定额、费用定额和价目表

山东省建筑工程消耗量定额、费用定额和价目表本文档旨在介绍山东省建筑工程消耗量定额、费用定额和价目表,以及其制定的目的和背景。

该文件由相关机构负责制定并适用于山东省建筑工程领域。

该定额表和价目表的制定旨在为山东省的建筑工程提供准确的消耗量定额和费用定额,以便于工程预算编制、工程造价核算和工程实施管理。

它们基于科学的设计理念和实践经验,旨在提供一个统一的标准,确保建筑工程的合理消耗和费用控制。

本文档将介绍定额表和价目表的结构、内容和使用方法,以便于各方了解和应用。

同时,它也将提供相关法律法规和政策的引用,以确保该定额表和价目表的合法性和准确性。

山东省建筑工程消耗量定额、费用定额和价目表的制定是为了规范山东省建筑工程行业,提高工程质量和效率。

它们是根据国家和省级相关法律法规和政策制定的,并结合山东省建筑工程的实际情况和需求进行了调整和优化。

该定额表和价目表的制定过程经过多方参与和专业评议,确保了其科学性、公正性和可操作性。

同时,定额表和价目表也会根据需要进行定期更新和修订,以适应建筑工程行业的发展和变化。

山东省建筑工程消耗量定额、费用定额和价目表适用于山东省境内的所有建筑工程项目,包括公共建筑、住宅、工业建筑等各类建筑工程。

无论是国有项目还是民营项目,都应根据该定额表和价目表进行工程消耗和费用的编制和核算。

该定额表和价目表还适用于建筑工程的设计、招标、施工和监理等各个环节,以保证工程的合理设计、高效施工和质量管理。

山东省建筑工程消耗量定额、费用定额和价目表》是山东省建筑工程行业的重要文件,它的制定旨在规范和优化建筑工程的消耗和费用管理,提高工程质量和效率。

各方应根据该文件的要求,在建筑工程项目中正确使用和应用该定额表和价目表。

该文件的制定过程经过严密的论证和专家评审,确保了其科学性和可操作性。

同时,该文件的适用范围涵盖了山东省的各类建筑工程项目和相关环节。

希望通过本文件的推广和应用,能够进一步推动山东省建筑工程行业的发展,提高工程质量和效率,为经济和社会发展做出贡献。

工程造价课件 9山东省安装工程价目表

工程造价课件 9山东省安装工程价目表

教 学 分 析
课题 山东省安装工程价目表
教学时间 2课时〔90分钟〕
课程类型
讲授新课
教学设备
多媒体
授课方式 设计任务;分组讨论;归纳总结;
讲授新课 教学方法
任务驱动教学法;分组讨论法;归纳总结法;
教 学
目标
知识目标:了解山东省安装工程价目表;
能力目标:能够查阅和运用山东省安装工程价目表;
素质目标:培养团结协作的精神,培养将知识举一反三、融会贯穿的能力。

教 学 重 点 山东省安装工程价目表
教 学
难 点
山东省安装工程价目表
教 学
回 顾
工程工程书的编写
教 学 过 程
教学 环节 教学内容
教师活动
学生活动
设计 意图 一、 导入
给出山东省安装工程价目表,并导入新课 提出任务: 让大家仔细观察
积极思考
激发学生的学习兴趣。

二、 提出问
题,分组讨论 思考:山东省安装工程价目表有什么作用?
提问:如何查阅?
学生分组讨论,汇报小组讨论结果 引入知识点 三、 归纳 讲解
价目表展示
认知听讲
知识点。

山东建筑工程价目表

山东建筑工程价目表

山东建筑工程价目表
尊敬的读者,
根据您的要求,我将按照《山东建筑工程价目表》的格式来编写此篇文章。

请注意,以下内容为虚构的范例,并不代表实际的山东建筑工程价目表的内容。

山东建筑工程价目表
序号项目名称价格(元)
1 水泥浇筑 5000
2 砖砌墙 3000
3 土地平整 4000
4 地基处理 6000
5 基础混凝土 8000
6 砌体工程 7000
7 墙体防潮处理 2000
8 门窗安装 4000
9 室内装修 10000
10 外墙粉刷 6000
11 室内漆刷 5000
12 地板安装 7000
13 水电布置 8000
14 照明设备安装 3000
15 空调装置 5000
16 暖风设备 6000
17 厨房设备 4000
18 卫生间设备 3000
19 防火装置 7000
20 电梯安装 8000
以上为山东建筑工程价目表的部分内容,具体价格可根据实际情况进行调整。

结束语
本文按照您的要求编写了一个《山东建筑工程价目表》,列出了不同项目的价格。

请注意,这只是一个范例,实际的价目表应根据具体工程需要进行详细的调整。

如果您需要更多的信息,请参考山东建筑行业相关的资料或咨询专业人士。

希望以上内容符合您的要求,祝您阅读愉快!
此致
敬礼。

山东建筑工程2011价目表

山东建筑工程2011价目表

工日单价:53 机械费 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
1、挖冻土,弃冻土、修整边底。2、人工打眼,装 药爆破,挖冻土,弃冻土,修整边底。
10m3 10m3
712.32 253.35
712.32 209.35
第 3 页,共 13 页
2003版山东省建筑工程消耗量定额(定额编号红色的为2011补充定额部分) 1、挖土,弃土于槽边1米以外,修整边底。2、槽底
第一章
序号 定额编号 37 1-2-15 项目名称 人工挖沟槽--6米外坚土 ㈣人工挖地坑 38 1-2-16 39 1-2-17 40 1-2-18 41 1-2-19 42 1-2-20 43 1-2-21 人工挖地坑--2米内普通土 人工挖地坑--2米外普通土 人工挖地坑--2米内坚土 人工挖地坑--4米外坚土 人工挖地坑--6米内坚土 人工挖地坑--6米外坚土 ㈤人工挖桩孔 44 1-2-22 45 1-2-23 46 1-2-24 47 1-2-25 48 1-2-26 49 1-2-27 50 1-2-28 人工挖桩孔--8米内普通土 人工挖桩孔--8米内坚土 人工挖桩孔--12米内普通土 人工挖桩孔--12米内坚土 人工挖桩孔--16米内普通土 人工挖桩孔--16米内坚土 人工挖桩孔--16米外普通土 1、挖土,提土,弃土于孔口1米以外,修整边底。2 、孔内照明,搭拆安全架子。 10m3 10m3 10m
3
土石方工程
工作内容/备注 单位 10m3 10m3 ⑴挖土,装土,运土,卸土,平整。⑵工作面内排 水,清理机下余土,维护行驶道路。 10m3 10m3 10m3 基价 101.11 120.55 98.30 115.07 15.49 人工费 4.77 4.77 4.77 4.77 0.00 材料费

03定额山东省建筑价目表(2021)说明

03定额山东省建筑价目表(2021)说明

03定额山东省建筑价目表(2021)说明03定额山东省建筑价目表(2021)说明1、本价目表人工单价按每定额工日28元计算依据。

2、本价目表中定额材料单价取定于2021年济南社会平均价格。

3、本价目表机械台班单价依据鲁标定字[2021]3号文件,详见2021年1月6日“山东省建设工程施工机械台班价目表”4、本价目表于2021年4月1日起执行实行,基价仅供参考。

5、本价目表适用于2021年10月9日前的工程以及合同约定涉及的工程。

6、2021年10月9日以后的工程,应根据鲁标定字[2021]19号,鲁标定字[2021]30号文件,在06价目表基础上重新调整定额人工单价(36元)及施工机械台班单价计算组成新的基价。

重组后的基价仅供参考。

《山东省建筑工程消耗量定额》综合解释(续)第一章土石方工程1、条形基础中有独立基础时,土方工程量应分别计算。

桩间条形基础的沟槽长度,按柱基础(含垫层)之间的设计净长度计算。

2、定额1-2-1~7子目中的装土,系指人工边挖土、边装土筐(人工运土)或人力车(人力车运土)。

人工或人力车运土,运土另套1-2-43~50子目。

机械(机动翻斗车等)运土,装土另套装车相应子目。

人工挖土子目中的装土用工,均不扣除。

定额1-1-11~14、1-1-18~19、1-3-14~17、1-3-44子目中的装土(渣),系指挖掘机边挖土(渣)、边装车。

装土(渣),不能另套装车子目。

3、拖拉机和自卸汽车运输土石方,定额部分子目中虽未限定运距上限,但仅适用于2km以内的土石方运输。

运距超过2km时,全部运距执行当地有关部门相应规定。

4、填土子目中,均已包括碎土,但不包括筛土。

若设计要求筛土,夯填土、填土碾压、回填碾压子目,每定额单位增加筛土用工1.73工日。

松填土子目,每定额单位增加筛土用工1.38工日。

回填灰土子目,已包括筛土用工。

回填灰土就地取土时,应扣除灰土配合比中的粘土。

5、带地下室、半地下室的建筑物的场地平整,应按地下室、半地下室的结构外边线,每边各加2m计算工程量。

山东省建筑工程消耗量定额价目表(2003版)

山东省建筑工程消耗量定额价目表(2003版)

11-1-1人工挖普通土29.4829.4800 21-1-2人工挖坚土69.0869.0800 31-1-3推土机推普通土20m内12.43 1.32011.11 41-1-4推土机推坚土20m内14.51 1.32013.19 51-1-5推土机推土100m内增运20m7.64007.64 61-1-6装载机装运土方20m内10 1.3208.68 71-1-7装载机装运200m内增运20m 2.7600 2.76 81-1-8铲运机铲运普通土200m内19.08 1.320.0917.67 91-1-9铲运机铲运坚土200m内24.72 1.320.0923.31 101-1-10铲运机500m内增运100m 5.6400 5.64 111-1-11拉铲挖自卸汽车运普通土1km内64.68 1.980.262.5 121-1-12拉铲挖自卸汽车运坚土1km内77.18 1.980.275 131-1-13反铲挖自卸汽车运普通土1km内63.56 1.980.261.38 141-1-14反铲挖自卸汽车运坚土1km内74.68 1.980.272.5 151-1-15自卸汽车增运1km11.290011.29 161-1-16机械打孔爆破松石70.3118.726.225.41 171-1-17机械打孔爆破坚石142.5630.1448.2564.17 181-1-18挖掘机挖渣自卸汽车运渣1km内132.13 2.420.2129.51 191-1-19自卸汽车运渣增运1km17.210017.21 201-1-20机械夯填土26.2712.98013.29 211-1-21光轮压路机回填碾压40.569.680.2630.62 221-1-22振动压路机回填碾压39.819.680.2629.87 231-2-1人工挖普通土深2m内50.1650.1600 241-2-2人工挖普通土深>2m76.7876.7800 251-2-3人工挖坚土深2m内95.795.700 261-2-4人工挖坚土深4m内122.32122.3200 271-2-5人工挖坚土深6m内141.02141.0200291-2-7人工挖淤泥.流砂24224200 301-2-8人工挖冻土厚0.5m内295.68295.6800 311-2-9爆破后人工挖冻土厚0.5m内114.5486.927.640 321-2-10人工挖沟槽普通土深2m内71.2770.8400.43 331-2-11人工挖沟槽普通土深>2m96.7796.5800.19 341-2-12人工挖沟槽坚土深2m内140.13139.700.43 351-2-13人工挖沟槽坚土深4m内157.49157.300.19 361-2-14人工挖沟槽坚土深6m内178.1177.9800.12 371-2-15人工挖沟槽坚土深>6m193.67193.600.07 381-2-16人工挖地坑普通土深2m内79.7978.540 1.25 391-2-17人工挖地坑普通土深>2m105.76105.1600.6 401-2-18人工挖地坑坚土深2m内158.33157.080 1.25 411-2-19人工挖地坑坚土深4m内177.7177.100.6 421-2-20人工挖地坑坚土深6m内198.16197.7800.38 431-2-21人工挖地坑坚土深>6m213.69213.400.29 441-2-22人工挖桩孔普通土孔深8m内236.05210.7625.290 451-2-23人工挖桩孔坚土孔深8m内383.89342.7641.130 461-2-24人工挖桩孔普通土孔深12m内319.83285.5634.270 471-2-25人工挖桩孔坚土孔深12m内505.86451.6654.20 481-2-26人工挖桩孔普通土孔深16m内415.68371.1444.540 491-2-27人工挖桩孔坚土孔深16m内657.64587.1870.460 501-2-28人工挖桩孔普通土孔深>16m479.74428.3451.40 511-2-29人工挖桩孔坚土孔深>16m758.91677.681.310 521-2-30人工凿松石方157.74157.7400 531-2-31人工凿坚石方354.64354.6400 541-2-32人工凿沟槽松石186.78186.7800 551-2-33人工凿沟槽坚石502.7502.700 561-2-34人工凿地坑松石259.16259.1600 571-2-35人工凿地坑坚石756.8756.800 581-2-36人工凿桩孔松石868.07775.0693.010601-2-38人工修整爆破后基底坚石125.84125.8400 611-2-39人工修整爆破后槽坑松石59.1859.1800 621-2-40人工修整爆破后槽坑坚石140.14140.1400 631-2-41人工修整爆破后边坡松石31.2431.2400 641-2-42人工修整爆破后边坡坚石86.2486.2400 651-2-43人工运土方20m内43.1243.1200 661-2-44人工运土方200m内增运20m9.689.6800 671-2-45人工运淤泥流砂20m内96.896.800 681-2-46人工运淤泥流砂200m内增运20m14.5214.5200 691-2-47人力车运土方50m内34.7634.7600 701-2-48人力车运土方500m内增运50m 5.5 5.500 711-2-49人力车运淤泥流砂50m内78.178.100 721-2-50人力车运淤泥流砂500m内增运50m8.368.3600 731-2-51人工清运石渣20m内102.3102.300 741-2-52人工清运石渣200m内增运20m18.718.700 751-2-53人力车清运石渣50m内92.6292.6200 761-2-54人力车清运石渣500m内增运50m12.112.100 771-2-55人工清运石渣桩孔人工出渣167.06149.1617.90 781-2-56人工装车土方34.3234.3200 791-2-57人工装车石渣45.9845.9800 801-3-1推土机推普通土20m内10.44 1.3209.12 811-3-2推土机推坚土20m内13.12 1.32011.8 821-3-3推土机推土100m内增运20m 6.4400 6.44 831-3-4装载机装运土方20m内10.78 1.3209.46 841-3-5装载机装运200m内增运20m 2.7600 2.76 851-3-6铲运机铲运普通土200m内20.83 1.320.0919.42 861-3-7铲运机铲运坚土200m内27.05 1.320.0925.64 871-3-8铲运机运土500m内增运100m 5.6400 5.64 881-3-9挖掘机挖普通土15.06 1.32013.74 891-3-10挖掘机挖坚土18.65 1.32017.33911-3-12挖掘机挖槽坑普通土14.04 2.64011.4 921-3-13挖掘机挖槽坑坚土15.18 2.64012.54 931-3-14挖掘机挖普通土自卸汽车运1km内75.14 1.980.272.96 941-3-15挖掘机挖坚土自卸汽车运1km内90.92 1.980.288.74 951-3-16挖掘机挖普通土槽坑汽车运1km内69.95 2.640.267.11 961-3-17挖掘机挖坚土槽坑汽车运1km内84.48 2.640.281.64 971-3-18人工打孔爆破松石81.9959.8422.150 981-3-19人工打孔爆破坚石165.09131.7833.310 991-3-20人工打孔爆破槽坑松石216.69161.4855.210 1001-3-21人工打孔爆破槽坑坚石425.6340.7884.820 1011-3-22机械打孔爆破松石82.9421.7828.5132.65 1021-3-23机械打孔爆破坚石169.2534.9851.8882.39 1031-3-24机械打孔爆破槽坑松石202.5553.2473.0676.25 1041-3-25机械打孔爆破槽坑坚石418.6191.96126.67199.98 1051-3-26机械打孔爆破桩孔松石375.78171.82121.5182.45 1061-3-27机械打孔爆破桩孔坚石929.53368.94263.32297.27 1071-3-28控制爆破松石237.349.72150.4337.15 1081-3-29控制爆破坚石430.3771.72249.27109.38 1091-3-30控制爆破槽坑松石410.2171.06255.5983.56 1101-3-31控制爆破槽坑坚石816.34124.96428.38263 1111-3-32静力爆破坚石3722.29377.961927.731416.6 1121-3-33静力爆破槽坑坚石4135.92419.762141.941574.22 1131-3-34风镐破碎桩孔松石3273.59742.9489.152441.5 1141-3-35风镐破碎桩孔坚石4676.881061.28127.353488.25 1151-3-36风镐破碎鼓石1433.39334.401098.99 1161-3-37液压锤破碎松石532.9113.640519.27 1171-3-38液压锤破碎坚石669.7813.860655.92 1181-3-39液压锤破碎槽坑松石642.6714.080628.59 1191-3-40液压锤破碎槽坑坚石806.8714.30792.57 1201-3-41推土机推石渣20m内30.72 1.76028.961221-3-43挖掘机挖集石渣38.14 1.76036.38 1231-3-44挖掘机挖石渣自卸汽车运1km内144.11 2.420.2141.49 1241-3-45装载机装土方10.43 1.3209.11 1251-3-46装载机装石方19.97 1.76018.21 1261-3-47挖掘机装土方9.7 1.3208.38 1271-3-48挖掘机装石方20.04 1.76018.28 1281-3-49机动翻斗车运土方100m内50.560050.56 1291-3-50机动翻斗车运土方500内增运100m 6.9500 6.95 1301-3-51机动翻斗车运石方100m内153.7800153.78 1311-3-52机动翻斗车运石方500内增运100m18.420018.42 1321-3-53拖拉机运土方1km内83.70083.7 1331-3-54拖拉机运土方增运1km9.97009.97 1341-3-55拖拉机运石方1km内172.1700172.17 1351-3-56拖拉机运石方增运1km20.150020.15 1361-3-57自卸汽车运土方1km内46.380.660.245.52 1371-3-58自卸汽车运土方增运1km 4.3600 4.36 1381-3-59自卸汽车运石方1km内82.110.660.281.25 1391-3-60自卸汽车运石方增运1km15.250015.25 1401-3-61垂直运输机械运土方22.337.26015.07 1411-3-62垂直运输机械运石方37.7512.32025.43 1421-3-63运输钻孔桩泥浆1km内(柱体积)702.69141.460561.23 1431-3-64运输钻孔桩泥浆增运1km(柱体积)39.920039.92 1441-4-1人工场地平整13.8613.8600 1451-4-2机械场地平整 2.70.220 2.48 1461-4-3竣工清理 3.52 3.52001481-4-5人工原土夯实 3.52 3.5200 1491-4-6机械原土夯实 3.33 1.980 1.35 1501-4-7原土机械碾压0.540.2200.32 1511-4-8填土机械碾压48.0510.780.2637.011531-4-10人工夯填土(地坪)35.4635.20.260 1541-4-11机械夯填土(地坪)26.4211.66014.76 1551-4-12人工槽坑夯填土44.26440.260 1561-4-13机械槽坑夯填土34.5815.4019.18 1571-4-14槽坑夯填砂502.6857.42443.24 2.02 1581-4-15槽坑夯填石屑309.4457.42250 2.02 1591-4-16槽坑夯填石渣252.2274.8174.77 2.65 1602-1-13:7灰土垫层483.08184.14288.3610.58 1612-1-2砂垫层547.63102.52443.09 2.02 1622-1-3人工级配砂石垫层692.91176.66510.48 5.77 1632-1-4天然级配砂石垫层622.54147.4469.37 5.77 1642-1-5干铺碎石垫层696.41147.84542.32 6.25 1652-1-61:3砂浆灌碎石垫层1049.79179.3840.7329.76 1662-1-7干铺碎砖垫层1202.85171.821024.78 6.25 1672-1-81:3砂浆灌碎砖垫层1514.172421248.4123.76 1682-1-9干铺地瓜石垫层772.3174.68590.98 6.64 1692-1-101:3砂浆灌地瓜石垫层1232.8237.82964.3330.65 1702-1-11干铺毛石垫层825.03188.1629.96 6.97 1712-1-121:3砂浆灌毛石垫层1272.3284.68951.8335.79 1722-1-13C154现浇无筋砼垫层1439.83224.621205.259.96 1732-1-14C154现浇毛石砼垫层1370.76212.961147.849.96 1742-2-1夯填灰土481.01178.64291.7910.58 1752-2-2人工填砂石机械振动553.4781.84470.22 1.41 1762-2-3人工填砂石机械碾压604.8497.24495.8711.73 1772-2-4推土机填砂碾压515.04 1.54495.8717.63 1782-2-5推土机挤淤碾压529.72 2.64494.9432.14 1792-2-6填铺石屑35197.24249.91 3.85 1802-2-7填铺碎石693.99145.42542.32 6.25 1812-2-8抛石挤淤510.97132.22377.6 1.15 1822-2-9填筑C154现浇毛石砼1357.56199.761147.849.961842-3-2打砼方桩18m内1550.25117.4849.751383.02 1852-3-3打砼方桩30m内1032.770.1849.75912.77 1862-3-4打砼方桩>30m891.4560.0649.75781.64 1872-3-5压砼方桩12m内1672.95157.96163.871351.12 1882-3-6压砼方桩18m内1827.1166.54163.871496.69 1892-3-7压砼方桩30m内2251.94137.94163.871950.13 1902-3-8压砼方桩>30m1997.87116.38163.871717.62 1912-3-9打砼管桩16m内11768.17223.310093.111451.76 1922-3-10打砼管桩24m内11524.1190.5210093.111240.47 1932-3-11打砼管桩32m内11435.48179.5210093.111162.85 1942-3-12打砼管桩>32m11421.78177.3210093.111151.35 1952-3-131964.96266.6435.531662.79 1962-3-141635.41220.8835.531379 1972-3-151421.12169.6235.531215.97 1982-3-161252.43148.9435.531067.96 1992-3-17打孔灌砼桩10m内3525.39712.141783.741029.51 2002-3-18打孔灌砼桩15m内2873.44430.761783.74658.94 2012-3-19打孔灌砼桩>15m2723.85365.421783.74574.69 2022-3-20夯扩成孔灌注砼桩身3906.69842.821779.321284.55 2032-3-21夯扩成孔灌注桩夯扩砼4084.31935.441722.761426.11 2042-3-22螺旋钻机钻孔12m内300.58219.56081.02 2052-3-23螺旋钻孔灌注砼桩12m内1954.1598.121838.6117.42 2062-3-24螺旋钻机钻孔>12m259.05187.66071.39 2072-3-25螺旋钻孔灌注砼桩>12m1920.1866.221838.6115.35 2082-3-26回旋钻机钻孔φ60cm内2933.74467.0635.412431.27 2092-3-27回旋钻机钻孔φ80cm内2531.89416.0233.882081.99 2102-3-28回旋钻机钻孔φ100cm内2230.84378.431.111821.33 2112-3-29回旋钻机钻孔φ120cm内1934.36282.2625.211626.89 2122-3-30回旋钻机钻孔φ>120cm1703.67255.219.141429.33 2132-3-31回旋钻机钻孔入岩φ60cm内12768.37202427.8910716.482152-3-33回旋钻机钻孔入岩φ100cm内7557.191191.327.896338 2162-3-34回旋钻机钻孔入岩φ120cm内5873.8924.8827.894921.03 2172-3-35回旋钻机钻孔入岩φ>120cm4263.37691.0227.893544.46 2182-3-36回旋钻孔灌注砼桩2366.5380.32286.230 2192-3-37人工挖孔灌注砼桩壁2120.91360.581669.8490.49 2202-3-38人工挖孔砌黏土砖桩壁1201797.85512.821271.3713.66 2212-3-39人工挖孔砌黏土砖桩壁2401797.37512.821268.5915.96 2222-3-40人工挖孔灌注砼桩芯1876.92274.341401.1201.48 2232-3-41人工挖孔灌注毛石砼桩芯1702.98191.621309.88201.48 2242-3-42打灰土挤密桩6m内1298.25306.46454.26537.53 2252-3-43打灰土挤密桩>6m1049.4194.7454.26400.44 2262-3-44打砂桩10m内1692.92380.6599.99712.33 2272-3-45打砂桩15m内1495.78266.64599.99629.15 2282-3-46打砂桩>15m1409.87213.84599.99596.04 2292-3-47打碎石桩10m内1614.16404.14497.69712.33 2302-3-48打碎石桩15m内1410.42283.58497.69629.15 2312-3-49打碎石桩>15m1320.99227.26497.69596.04 2322-3-50振冲打碎石桩1160.71158.4478.11524.2 2332-3-51钻孔压浆碎石桩2877.31363.661948.17565.48 2342-3-52打砂石桩10m内1808.47404.14692712.33 2352-3-53打砂石桩15m内1604.73283.58692629.15 2362-3-54打砂石桩>15m1515.3227.26692596.04 2372-3-55深层搅拌粉喷水泥桩(水泥10%)1062.29110.88579.49371.92 2382-3-56深层搅拌浆喷水泥桩(水泥10%)1037.73124.74584.3328.69 2392-3-57水泥桩水泥掺量每增1%50.05050.0502412-3-59双重管旋喷机高压旋喷水泥桩1472.66228.14550694.52 2422-3-60三重管旋喷机高压旋喷水泥桩2078.1253.44847.76976.92482-3-66预制钢筋砼方桩凿桩头1205.07781.880423.19 2492-3-67灌注砼桩凿桩头480.14311.30168.842512-4-1强夯<100t-m 25夯点 4击766.44119.240647.2 2522-4-2强夯<100t-m 25夯点增减1击142.1124.20117.91 2532-4-3强夯<100t-m 23夯点 4击705.35109.780595.57 2542-4-4强夯<100t-m 23夯点增减1击128.6220.020108.6 2552-4-5强夯<100t-m 17夯点 4击521.6881.40440.28 2562-4-6强夯<100t-m 17夯点增减1击94.8514.74080.11 2572-4-7强夯<100t-m 13夯点 4击398.6562.040336.61 2582-4-8强夯<100t-m 13夯点增减1击72.1611.22060.94 2592-4-9强夯<100t-m 10夯点 4击306.747.740258.96 2602-4-10强夯<100t-m 10夯点增减1击55.288.58046.7 2612-4-11强夯<100t-m 低锤满拍725.31107.140618.17 2622-4-12强夯<200t-m 25夯点 4击1529.41159.2801370.13 2632-4-13强夯<200t-m 25夯点增减1击279.3429.040250.3 2642-4-14强夯<200t-m 23夯点 4击1406.71146.5201260.19 2652-4-15强夯<200t-m 23夯点增减1击257.4726.840230.63 2662-4-16强夯<200t-m 17夯点 4击1039.67108.240931.43 2672-4-17强夯<200t-m 17夯点增减1击190.619.80170.8 2682-4-18强夯<200t-m 13夯点 4击795.3282.720712.6 2692-4-19强夯<200t-m 13夯点增减1击145.4115.40130.01 2702-4-20强夯<200t-m 10夯点 4击611.863.580548.22 2712-4-21强夯<200t-m 10夯点增减1击112.2811.660100.62 2722-4-22强夯<200t-m 低锤满拍1366.66134.4201232.24 2732-4-23强夯<300t-m 25夯点 4击1919.58188.3201731.26 2742-4-24强夯<300t-m 25夯点增减1击370.5336.080334.45 2752-4-25强夯<300t-m 23夯点 4击1766.55173.1401593.412772-4-27强夯<300t-m 17夯点 4击1305.31128.0401177.27 2782-4-28强夯<300t-m 17夯点增减1击249.5324.420225.11 2792-4-29强夯<300t-m 13夯点 4击998.5297.680900.84 2802-4-30强夯<300t-m 13夯点增减1击191.3518.70172.65 2812-4-31强夯<300t-m 10夯点 4击767.8175.240692.57 2822-4-32强夯<300t-m 10夯点增减1击147.7614.520133.24 2832-4-33强夯<300t-m 低锤满拍2281.85128.702153.15 2842-4-34强夯<400t-m 25夯点 4击4186.07358.8203827.25 2852-4-35强夯<400t-m 25夯点增减1击896.0276.780819.24 2862-4-36强夯<400t-m 23夯点 4击3850.5633003520.56 2872-4-37强夯<400t-m 23夯点增减1击824.1870.620753.56 2882-4-38强夯<400t-m 17夯点 4击2694.022*******.02 2892-4-39强夯<400t-m 17夯点增减1击608.6652.140556.52 2902-4-40强夯<400t-m 13夯点 4击2176.52186.5601989.96 2912-4-41强夯<400t-m 13夯点增减1击465.6140.040425.57 2922-4-42强夯<400t-m 10夯点 4击1674.26143.6601530.6 2932-4-43强夯<400t-m 10夯点增减1击359.230.80328.4 2942-4-44强夯<400t-m 低锤满拍2715.64219.7802495.86 2952-4-45强夯<500t-m 25夯点 4击5424.07405.4605018.61 2962-4-46强夯<500t-m 25夯点增减1击1161.1286.6801074.44 2972-4-47强夯<500t-m 23夯点 4击4988.39372.904615.49 2982-4-48强夯<500t-m 23夯点增减1击1068.0979.860988.23 2992-4-49强夯<500t-m 17夯点 4击3488.63261.1403227.49 3002-4-50强夯<500t-m 17夯点增减1击788.9958.960730.03 3012-4-51强夯<500t-m 13夯点 4击2819.8210.7602609.04 3022-4-52强夯<500t-m 13夯点增减1击603.3645.320558.04 3032-4-53强夯<500t-m 10夯点 4击2168.8162.3602006.44 3042-4-54强夯<500t-m 10夯点增减1击465.3734.760430.61 3052-4-55强夯<500t-m 低锤满拍3043.15263.7802779.37 3062-4-56强夯<600t-m 25夯点 4击5977.86458.2605519.63082-4-58强夯<600t-m 23夯点 4击5450.23372.905077.33 3092-4-59强夯<600t-m 23夯点增减1击1068.0979.860988.23 3102-4-60强夯<600t-m 17夯点 4击3490.69261.1403229.55 3112-4-61强夯<600t-m 17夯点增减1击788.9958.960730.03 3122-4-62强夯<600t-m 13夯点 4击2819.8210.7602609.04 3132-4-63强夯<600t-m 13夯点增减1击603.3645.320558.04 3142-4-64强夯<600t-m 10夯点 4击2168.8162.3602006.44 3152-4-65强夯<600t-m 10夯点增减1击465.3734.760430.61 3162-4-66强夯<600t-m 低锤满拍3321.8287.9803033.82 3172-5-1木撑木挡土疏板防护89.3436.5252.820 3182-5-2钢撑木挡土疏板防护73.1827.9445.240 3192-5-3木撑木挡土密板防护111.0247.0863.940 3202-5-4钢撑木挡土密板防护91.0835.8655.220 3212-5-5木撑钢挡土疏板防护95.2436.9658.280 3222-5-6钢撑钢挡土疏板防护77.2428.1649.080 3232-5-7木撑钢挡土密板防护113.547.0866.420 3242-5-8钢撑钢挡土密板防护93.4236.357.120 3252-5-9袋土围堰810.65381.92392.2636.473392-5-23土层喷射砼护坡 初喷50155.4532.5695.8927 3402-5-24岩层喷射砼护坡 初喷50188.0755.66103.2529.16 3412-5-25喷射砼护坡每增减10mm30.33 5.9419.17 5.22 3422-6-1抽水机基底排水 降水深1m内400.26 4.421.07374.79 3432-6-2抽水机基底排水 降水深2m内685.42 6.639.47639.35 3442-6-3抽水机基底排水 降水深3m内862.661164.88786.783713-1-1M5.0砂浆砖基础1389.81267.961107.0914.76 3723-1-2M5.0混浆矩形砖柱周长1.2m内1748.15584.321151.5712.26 3733-1-3M5.0混浆矩形砖柱周长1.8m内1705.58545.381146.5413.66 3743-1-4M5.0混浆矩形砖柱周长>1.8m1600.53441.541144.7314.26 3753-1-5M5.0混浆异形砖柱2040.96551.541472.8616.56 3763-1-6M2.5混浆单面清水砖墙 1151600.41457.61130.612.21 3773-1-7M2.5混浆单面清水砖墙 1801590.95451.881125.7113.36 3783-1-8M2.5混浆单面清水砖墙 2401514.52397.11103.3614.06 3793-1-9M2.5混浆单面清水砖墙 3601513.35375.11123.3414.91 3803-1-10M2.5混浆单面清水砖墙 ≥4901497.14360.581121.2515.31 3813-1-11M2.5混浆混水砖墙 531737.93584.321146.267.35 3823-1-12M2.5混浆混水砖墙 1151581.93439.121130.612.21 3833-1-13M2.5混浆混水砖墙 1801551.92413.381125.2313.31 3843-1-14M2.5混浆混水砖墙 2401455.78338.361103.3614.06 3853-1-15M2.5混浆混水砖墙 3651467.25328.91123.3415.01 3863-1-16M2.5混浆混水砖墙 4901461.77325.381121.0815.31 3873-1-17弧形砖墙另加工料50.243317.240 3883-1-18M5.0混浆贴砌砖墙 53107.835.4271.33 1.05 3893-1-19M5.0混浆贴砌砖墙 115196.4252.8141.57 2.05 3903-1-20M5.0混浆贴砌砖墙 240374.9788282.92 4.05 3913-1-21M5.0混浆空花砖墙 115137.6145.3291.440.85 3923-1-22M5.0混浆空花砖墙 240287.4494.82190.82 1.8 3933-1-23M5.0混浆砖平璇2160.18596.21549.6714.31 3943-1-24M5.0混浆砖拱璇2520.29849.21655.4315.66 3953-1-25M5.0混浆砖过梁1891.14462.441411.4417.26 3963-1-26M5.0混浆半砖栏板190.3156.32132.59 1.4 3973-1-27M5.0砂浆砖台阶1462.98302.51145.7214.76 3983-1-28M5.0混浆砖地沟1457.01307.121135.6314.26 3993-1-29M5.0混浆零星砖砌体1594.935061075.7213.21 4003-2-1M5.0砂浆乱毛石基础1092.26259.82807.8824.56第 13 页,共 114 页4013-2-2M5.0混浆乱毛石墙1317.68418.44874.6824.56 4023-2-3M5.0混浆乱毛石挡土墙1188.32289.08874.6824.56 4033-2-4M5.0混浆乱毛石护坡1272.94311.52934.4526.97 4043-2-5干砌乱毛石护坡931.7202.4729.30 4053-2-6M5.0混浆整毛石墙毛石背里450638.21213.62413.5311.06 4063-2-7M5.0混浆整毛石墙毛石背里±1013.15 4.188.720.25 4073-2-8M5.0混浆整毛石墙砖背里450672.12197.12466.698.31 4083-2-9M5.0混浆整毛石墙砖背里±1014.85 3.5211.180.15 4093-2-10整砌毛石表面处理158.02109.1248.904113-2-12M5.0混浆方整石柱3807.51664.183134.778.56 4123-2-13M5.0混浆方整石墙3492.27350.683132.788.81 4133-2-14M5.0混浆方整石墙毛石背里4501149.71190.74951.377.6 4143-2-15M5.0混浆方整石墙毛石背里±1013.18 4.188.750.25 4153-2-16M5.0混浆方整石墙砖背里4501205.68173.81024.887 4163-2-17M5.0混浆方整石墙砖背里±1014.85 3.5211.180.15 4173-2-18M10 混浆方整石平璇4341.28638.223694.059.01 4183-2-19M10 混浆方整石拱璇4459.5771.543678.79.26 4193-2-20M5.0混浆零星方整石砌体4242.69913.663317.9711.06 4203-3-1M5.0混浆烧结粉煤灰轻质砖墙1151708.61443.081253.3212.21 4213-3-2M5.0混浆烧结粉煤灰轻质砖墙1801692.05432.081246.6613.31 4223-3-3M5.0混浆烧结粉煤灰轻质砖墙2401589.65353.761221.8314.06 4233-3-4M5.0混浆烧结粉煤灰轻质砖墙3651602.42343.861243.5515.01 4243-3-5M5.0混浆黏土多孔砖墙1151897.89310.21578.289.41 4253-3-6M5.0混浆黏土多孔砖墙1801832.98279.621541.511.86 4263-3-7M5.0混浆黏土多孔砖墙2401843.33261.141570.3811.81 4273-3-8M5.0混浆黏土多孔砖墙3651893.5235.41645.4912.61 4283-3-9M5.0混浆煤矸石多孔砖墙902042.37325.61706.819.96 4293-3-10M5.0混浆煤矸石多孔砖墙1901991.652751706.699.96 4303-3-11M5.0混浆煤矸石多孔砖墙2401963.82270.161681.2512.41 4313-3-12M5.0混浆煤矸石多孔砖墙2901943.52245.961685.5512.01第 14 页,共 114 页4323-3-13M5.0混浆承重型黏土空心砖墙1152086.74325.61752.838.31 4333-3-14M5.0混浆承重型黏土空心砖墙1802053.19293.71751.138.36 4343-3-15M5.0混浆承重型黏土空心砖墙2402011.77274.121726.6411.01 4353-3-16M5.0混浆承重型黏土空心砖墙3651977.09247.51717.8311.76 4363-3-17M5.0混浆非承重黏土空心砖墙1151921.93338.581574.448.91 4373-3-18M5.0混浆非承重黏土空心砖墙2401865.44281.821574.419.21 4383-3-19M5.0混浆零星空心砖砌体2063.89431.641619.1413.11 4393-3-20M5.0混浆煤矸石空心砖墙1152004.69341.881653.39.51 4403-3-21M5.0混浆煤矸石空心砖墙1801985.63313.281662.2410.11 4413-3-22M5.0混浆煤矸石空心砖墙2401927.94284.461631.8211.66 4423-3-23M5.0混浆煤矸石空心砖墙3651897.4260.261624.6812.46 4433-3-24M5.0混浆加气砼砌块墙1201882.42247.061631.26 4.1 4443-3-25M5.0混浆加气砼砌块墙1801787.12227.481555.54 4.1 4453-3-26M5.0混浆加气砼砌块墙2401835.7198.661632.94 4.1 4463-3-27M5.0混浆泡沫砼砌块墙901805.96245.081551.629.26 4473-3-28M5.0混浆泡沫砼砌块墙1901824.1223.081596.32 4.7 4483-3-29M5.0混浆泡沫砼砌块墙2901785.34198.221580.92 6.2 4493-3-30M5.0混浆泡沫砼砌块墙3901765.06178.641580.22 6.2 4503-3-31M7.5混浆硅酸钙砌块墙1201859.35297.441556.96 4.95 4513-3-32M7.5混浆硅酸钙砌块墙1801843.13278.961559.22 4.95 4523-3-33M7.5混浆硅酸钙砌块墙2401812.92251.021556.95 4.95 4533-3-34M7.5混浆硅酸钙砌块墙3651784.08227.041551.29 5.75 4543-3-35石膏砌空心块墙1106926.61194.76731.910 4553-3-36石膏砌空心块墙1806933.04174.96758.140 4563-3-37石膏砌夹心块墙806938.21215.66722.610 4573-3-38石膏砌夹心块墙1006934.21209.666724.550 4583-3-39M7.5混浆粉煤灰加气砼砌块墙2001821.2196.021619.28 5.9 4593-3-40M7.5混浆煤矸石砌块墙2801927.95201.521720.03 6.4 4603-3-41M7.5混浆硅酸盐砌块墙2402613.21230.342377.82 5.05 4613-3-42M7.5混浆膨胀珍珠岩砌块墙11013003.22218.6812780.94 3.6 4623-3-43M7.5混浆砼空心砌块墙902684.97258.062420.51 6.4第 15 页,共 114 页4633-3-44M7.5混浆砼空心砌块墙1902689.42226.62457.52 5.3 4643-3-45M7.5混浆砼空心砌块墙2902631.46199.322425.147 4653-3-46M7.5混浆砼空心砌块墙3902612.87183.482422.74 6.65 4663-3-47M7.5混浆轻骨料砼空心砌块墙902007.11245.741754.97 6.4 4673-3-48M7.5混浆轻骨料砼空心砌块墙1901995.7215.821774.58 5.3 4683-3-49M7.5混浆轻骨料砼空心砌块墙2901956.47189.861759.617 4693-3-50M7.5混浆轻骨料砼空心砌块墙3901938.12174.91756.57 6.65 4703-3-51M5.0混浆砌空心砌块烟风道2404527.27750.23774.27 2.84743-3-55钢筋砼漏空花格70内1067.9830.141037.580.26 4753-3-56钢筋砼漏空花格100内1334.3143.341290.590.38 4763-3-57钢筋砼漏空花格200内2146.9986.682059.550.76 4773-3-58预制水磨石隔断板.窗台板689.9234.76655.160 4783-4-1GRC多孔板墙601949.2730.361898.7120.2 4793-4-2GRC多孔板墙802189.2633.662135.2720.33 4803-4-3GRC多孔板墙902309.8636.082253.4520.33 4813-4-4GRC多孔板墙1002429.5937.42371.7320.46 4823-4-5GRC多孔板墙1202669.7640.922608.2520.59 4833-4-6轻集料砼多孔条板墙751541.2129.92149120.29 4843-4-7轻集料砼多孔条板墙1001647.2832.561594.4320.29 4853-4-8轻集料砼多孔条板墙1201964.4335.861908.2820.29 4863-4-9轻陶粒砼实心条板墙60760.7133.66704.0223.03 4873-4-10轻陶粒砼实心条板墙80872.336.96812.3123.03 4883-4-11石膏空心条板墙60707.7427.28660.3820.08 4893-4-12石膏空心条板墙80893.4729.26844.0120.2 4903-4-13双石膏空心条板墙1307.6763.81236.17.77 4913-4-14双石膏空心条板墙填501468.4169.31391.137.98 4923-4-15双石膏空心条板墙厚±1029.340.2229.120 4933-4-16硅镁多孔板墙901201.4232.561148.5320.33第 16 页,共 114 页4943-4-17硅镁多孔板墙1001326.9633.661272.9720.33 4953-4-18木纤维增强水泥多孔板801483.3230.581430.3522.39 4963-4-19网架水泥板聚苯乙烯泡塑心76(50)888.928.82846.8513.23 4973-4-20网架水泥板岩棉夹心65(40)835.9725.3797.4413.23 4983-4-21网架水泥板岩棉夹心75(50)876.9928.6835.1613.23 4993-4-22网架水泥板岩棉夹心85(60)972.1931.68927.2813.23 5003-4-23GRC复合外墙板1201788.2240.481720.3327.41 5013-4-24GRC复合外墙板3702151.9553.92070.8927.16 5023-4-25彩钢压型板墙845.5420.46779.6945.39 5033-4-26双层彩钢压板墙聚氨酯板填601737.4834.321631.3871.78 5043-4-27双层彩钢压板墙聚氨酯板填1001931.6534.981824.8971.78 5053-4-28双层彩钢压板墙聚氨酯板填±2096.780.2296.560 5063-4-29双层彩钢压板墙岩棉板填801678.9634.761572.4271.78 5073-4-30双层彩钢压板墙岩棉板填1201795.0635.21688.0871.78 5083-4-31双层彩钢压板墙聚苯乙烯板填751610.7834.541504.4671.78 5093-4-32双层彩钢压板墙聚苯乙烯板填1501775.2335.641667.8171.78 5103-4-33双层彩钢压板墙聚苯乙烯板±2554.780.4454.3406104-1-100墙面钉钢板网70.0612.3257.7406144-2-1C204现浇桩承台独立基础1554.6155.541393.1 5.96 6154-2-2C204现浇桩承台带型基础1552.86155.541391.36 5.96 6164-2-3C204现浇毛石砼无梁式带型基础1445.72140.81299.79 5.13 6174-2-4C204现浇砼无梁式带型基础1543.58147.841390.3 5.44第 20 页,共 114 页6184-2-5C204现浇砼有梁式带型基础1551.97155.541390.47 5.96 6194-2-6C204现浇毛石砼独立基础1449.67143.441301.1 5.13 6204-2-7C204现浇砼独立基础1575.93177.981391.99 5.96 6214-2-8C204现浇毛石砼有梁式满堂基础1453.16143.661304.37 5.13 6224-2-9C204现浇砼有梁式满堂基础1590.65189.641395.05 5.96 6234-2-10C204现浇毛石砼无梁式满堂基础1441.71321304.57 5.13 6244-2-11C204现浇砼无梁式满堂基础1547.73146.521395.25 5.96 6254-2-12C204现浇砼杯型基础1562.72164.121392.64 5.96 6264-2-13C204现浇毛石砼设备基础1459.73143.661310.94 5.13 6274-2-14C204现浇砼设备基础1585.78178.21401.62 5.96 6284-2-15C202现浇砼二次灌浆2438.1803.661634.440 6294-2-16M10 砂浆二次灌浆2133.75803.661265.764.39 6304-2-17C254现浇矩形柱1954.92421.521524.399.01 6314-2-18C254现浇圆形柱1931.85399.081523.769.01 6324-2-19C254现浇异形柱2041.87508.8615249.01 6334-2-20C253现浇构造柱2064.85477.181578.669.01 6344-2-21C253现浇升板柱帽2224.5625.021576.5622.92 6354-2-22C253现浇轻体墙填充砼2046.64452.761579.8614.02 6364-2-23C253现浇基础梁1827.82238.71582.117.01 6374-2-24C253现浇单梁.连续梁1875.62286.441582.177.01 6384-2-25C253现浇异形梁1891.86302.281582.577.01 6394-2-26C253现浇圈梁2067.41475.421584.987.01 6404-2-27C253现浇过梁2132.18519.421605.757.01 6414-2-28C253现浇弧形.拱形梁2071.74475.421589.317.01 6424-2-29C253现浇毛石砼墙1732.03258.51465.028.51 6434-2-30C253现浇砼墙1968.85375.321585.028.51 6444-2-31C253现浇砼电梯井壁1968.93375.541584.888.51 6454-2-32C253现浇砼弧型墙1996.32402.381585.438.51 6464-2-33C253现浇砼大钢模板墙1921.39320.11592.788.51 6474-2-34C253现浇建筑物滑模工程2029.29278.961597.36152.97 6484-2-35C253现浇轻型框剪墙2072475.641587.858.51第 21 页,共 114 页6494-2-36C252现浇有梁板1927.57234.961684.548.07 6504-2-37C252现浇无梁板1905.83213.841683.928.07 6514-2-38C252现浇平板1942.01242.441691.58.07 6524-2-39C252现浇拱板2056.47375.981672.428.07 6534-2-40C252现浇密肋板1914.14232.761673.318.07 6544-2-41C252现浇斜板.折板1977.35260.71707.888.77 6554-2-42C202现浇直形楼梯无斜梁100434.3797.24332.84 4.29 6564-2-43C202现浇直形楼梯有斜梁100532.67118.14409.4 5.13 6574-2-44C202现浇旋转楼梯无梁385.53108.9272.97 3.66 6584-2-45C202现浇旋转楼梯有梁698.21183.04508.27 6.9 6594-2-46C202现浇楼梯板厚±1021.75 5.0616.480.21 6604-2-47C202现浇板式阳台208.3452.36154.52 1.46 6614-2-48C202现浇有梁式阳台337.8377.66257.97 2.2 6624-2-49C202现浇雨蓬201.7945.98154.55 1.26 6634-2-50C202现浇地沟及电缆沟1834.28281.381531.9820.92 6644-2-51C202现浇栏板2185.7624.81560.90 6654-2-52C202现浇扶手2682.461121.561560.90 6664-2-53C202现浇门框1994.51447.261526.3320.92 6674-2-54C202现浇柱接柱及框架柱接头2132.43610.061522.370 6684-2-55C202现浇小型构件2260.9608.31652.60 6694-2-56C202现浇挑檐.天沟2078.37501.381556.0720.92 6704-2-57C202现浇台阶1910.72335.281554.5220.92 6714-2-58C202现浇压顶2125.89527.781598.110 6724-2-59C202现浇小型池槽2164.21606.321557.890 6734-2-60C302现浇后浇带梁2412.27430.761967.4814.03 6744-2-61C302现浇后浇带楼板2370.37377.521978.8214.03 6754-2-62C302现浇后浇带墙300内2515.15536.361964.7614.03 6764-2-63C302现浇后浇带墙>3002437.16465.081958.0514.03 6774-2-64C302现浇后浇带基础底板2291.1317.241964.869 6784-2-65C202现浇阳台.雨篷每±1020.05 4.6215.280.15 6794-3-1C254预制砼方桩.板桩1702.64175.561467.3359.75第 22 页,共 114 页6804-3-2C254预制砼矩形柱1707.68178.861469.0759.75 6814-3-3C254预制砼异形柱1702.76176.441466.5759.75 6824-3-4C254预制砼框架形支架1773.02244.21469.0759.75 6834-3-5C254预制砼异形支架1814.3287.981466.5759.75 6844-3-6C302预制鱼腹式吊车梁2092.79232.761786.6873.35 6854-3-7C302预制T型吊车梁2069.19210.541785.373.35 6864-3-8C302预制托架梁2104.34247.51783.4973.35 6874-3-9C302预制拱.梯型屋架2081.08229.681778.0573.35 6884-3-10C302预制组合屋架2044.62188.981782.2973.35 6894-3-11C302预制薄腹屋架2115.06268.181773.5373.35 6904-3-12C302预制三角型屋架2093.24234.31785.5973.35 6914-3-13C302预制锯齿型屋架2117.44258.51785.5973.35 6924-3-14C302预制门式钢屋架2089.28234.521781.4173.35 6934-3-15C302预制天窗屋架2234.51377.31783.8673.35 6944-3-16C302预制平板2148315.921773.3858.7 6954-3-17C302预制升板1970.44130.461781.2858.7 6964-3-18C302预制天窗侧板2111.81244.421804.9462.45 6974-3-19C302预制天窗端壁板2111.22225.51823.2762.45 6984-3-20C302预制天窗2363.03458.041842.5462.45 6994-3-21C302预制井盖板2156.76312.41785.6658.7 7004-3-22C302预制小型构件2232.33375.11798.5358.7 7014-4-1123.0813.28.5101.38 7024-4-2142.9817.68.5116.88 7034-4-3砼运输车运砼5km内260.8100260.81 7044-4-4砼运输车运砼每增1km36.830036.83 7054-4-5机动翻斗车运砼1km内27.460027.46 7064-4-6205.5498.7816.9389.83 7074-4-7143.6582.2816.9344.44 7084-4-8151.6782.2816.9352.46 7094-4-9322.28197.5616.93107.79 7104-4-10234.94164.5616.9353.45第 23 页,共 114 页7114-4-11244.88164.5616.9363.39 7124-4-12420.4295.6816.93107.79 7134-4-13344.27246.8416.9380.5 7144-4-14357.76246.8416.9393.99 7154-4-15基础现场搅拌砼99.2850.3813.9134.99 7164-4-16柱.墙.梁.板现场搅拌砼120.8150.3813.9156.52 7174-4-17其他构件现场搅拌砼15450.3813.9189.71 7185-1-1单扇带亮带纱木门框制作442.5119.36414.398.76 7195-1-2单扇带亮带纱木门框安装87.0232.3454.540.14 7205-1-3双扇带亮带纱木门框制作322.0713.86302.35 5.86 7215-1-4双扇带亮带纱木门框安装5923.135.80.1 7225-1-5单扇带纱木门框制作415.5418.92388.258.37 7235-1-6单扇带纱木门框安装101.5737.6263.810.14 7245-1-7双扇带纱木门框制作266.9812.1250 4.88 7255-1-8双扇带纱木门框安装60.1823.3236.790.07 7265-1-9单扇带亮木门框制作311.5718.92284.528.13 7275-1-10单扇带亮木门框安装85.1332.3452.650.14 7285-1-11双扇带亮木门框制作226.5313.42207.25 5.86 7295-1-12双扇带亮木门框安装58.4323.135.230.1 7305-1-13单扇木门框制作290.5818.48263.738.37 7315-1-14单扇木门框安装99.4737.6261.710.14 7325-1-15双扇木门框制作188.6611.88171.9 4.88 7335-1-16双扇木门框安装58.7223.3235.330.07 7345-1-17单扇带亮自由门木门框制作444.0720.46415.138.48 7355-1-18单扇带亮自由门木门框安装85.0233.8850.970.17 7365-1-19双扇带亮自由门木门框制作305.613.86285.9 5.84 7375-1-20双扇带亮自由门木门框安装54.3420.933.320.12 7385-1-21四扇带亮自由门木门框制作316.317.6292.88 5.82 7395-1-22四扇带亮自由门木门框安装30.8513.6417.160.05 7405-1-23六扇带亮自由门木门框制作242.8116.28222.33 4.2 7415-1-24六扇带亮自由门木门框安装23.3311.6611.620.05第 24 页,共 114 页7425-1-25单扇自由门木门框制作398.1317.82372.767.55 7435-1-26单扇自由门木门框安装97.0734.7662.10.21 7445-1-27双扇自由门木门框制作241.9311226.46 4.47 7455-1-28双扇自由门木门框安装53.3820.4632.80.12 7465-1-29带纱连窗木门框制作382.9236.96336.489.48 7475-1-30带纱连窗木门框安装40.4618.4821.860.12 7485-1-31连窗木门框制作274.9635.42230.069.48 7495-1-32连窗木门框安装39.3418.4820.740.12 7505-1-33单扇带亮木门扇制作659.7854.12580.1625.5 7515-1-34单扇带亮木门扇安装51.8133.6618.150 7525-1-35双扇带亮木门扇制作728.6658.52643.4126.73 7535-1-36双扇带亮木门扇安装48.8230.1418.680 7545-1-37单扇木门扇制作740.2963.36649.5127.42 7555-1-38单扇木门扇安装21.1221.1200 7565-1-39双扇木门扇制作784.6366.88688.329.45 7575-1-40双扇木门扇安装22.6622.6600 7585-1-41单扇带亮玻璃木门扇制作600.243.56536.1820.46 7595-1-42单扇带亮玻璃木门扇安装61.7728.8232.950 7605-1-43双扇带亮玻璃木门扇制作627.3747.52559.2320.62 7615-1-44双扇带亮玻璃木门扇安装73.0132.5640.450 7625-1-45单扇玻璃木门扇制作659.0645.32594.9518.79 7635-1-46单扇玻璃木门扇安装39.1220.918.220 7645-1-47双扇玻璃木门扇制作676.2953.02601.0822.19 7655-1-48双扇玻璃木门扇安装52.6425.7426.90 7665-1-49单扇带亮半截玻璃木门扇制作540.5840.92479.220.46 7675-1-50单扇带亮半截玻璃木门扇安装87.6237.62500 7685-1-51双扇带亮半截玻璃木门扇制作619.7642.9556.2420.62 7695-1-52双扇带亮半截玻璃木门扇安装82.634.148.50 7705-1-53单扇半截玻璃木门扇制作576.2840.48517.0118.79 7715-1-54单扇半截玻璃木门扇安装64.2123.9840.230 7725-1-55双扇半截玻璃木门扇制作677.5147.08608.2422.19第 25 页,共 114 页7735-1-56双扇半截玻璃木门扇安装65.5127.7237.790 7745-1-57单扇带亮纤维板门扇制作505.9552.14418.2235.59 7755-1-58单扇带亮纤维板门扇安装52.1133.6618.450 7765-1-59双扇带亮纤维板门扇制作576.7956.32482.3838.09 7775-1-60双扇带亮纤维板门扇安装48.7130.1418.570 7785-1-61单扇纤维板门扇制作548.3860.72445.0442.62 7795-1-62单扇纤维板门扇安装21.1221.1200 7805-1-63双扇纤维板门扇制作627.664.46518.9844.16 7815-1-64双扇纤维板门扇安装22.6622.6600 7825-1-65单扇带亮玻璃纤维板门扇制作502.6455.22411.8335.59 7835-1-66单扇带亮玻璃纤维板门扇安装56.1428.1627.980 7845-1-67双扇带亮玻璃纤维板门扇制作573.664.9470.6138.09 7855-1-68双扇带亮玻璃纤维板门扇安装59.4231.0228.40 7865-1-69单扇玻璃纤维板门扇制作543.7463.8437.3242.62 7875-1-70单扇玻璃纤维板门扇安装32.4620.2412.220 7885-1-71双扇玻璃纤维板门扇制作631.1379.86507.1144.16 7895-1-72双扇玻璃纤维板门扇安装35.5423.9811.560 7905-1-73单扇带亮胶合板门扇制作615.3952.14527.6635.59 7915-1-74单扇带亮胶合板门扇安装52.1133.6618.450 7925-1-75双扇带亮胶合板门扇制作693.2456.32598.8338.09 7935-1-76双扇带亮胶合板门扇安装48.7130.1418.570 7945-1-77单扇胶合板门扇制作687.9260.72584.5842.62 7955-1-78单扇胶合板门扇安装21.1221.1200 7965-1-79双扇胶合板门扇制作775.8264.46667.244.16 7975-1-80双扇胶合板门扇安装22.6622.6600 7985-1-81单扇带亮玻璃胶合板门扇制作602.8955.22512.0835.59 7995-1-82单扇带亮玻璃胶合板门扇安装56.1428.1627.980 8005-1-83双扇带亮玻璃胶合板门扇制作68164.9578.0138.09 8015-1-84双扇带亮玻璃胶合板门扇安装59.4231.0228.40 8025-1-85单扇玻璃胶合板门扇制作670.263.8563.7842.62 8035-1-86单扇玻璃胶合板门扇安装32.4620.2412.220第 26 页,共 114 页8045-1-87双扇玻璃胶合板门扇制作766.9279.86642.944.16 8055-1-88双扇玻璃胶合板门扇安装35.5423.9811.560 8065-1-89半玻璃带亮自由门门扇制作775.1954.12705.6615.41 8075-1-90半玻璃带亮自由门门扇安装79.832.7847.020 8085-1-91半玻璃自由门门扇制作890.8163.36811.2516.2 8095-1-92半玻璃自由门门扇安装67.5635.232.360 8105-1-93全玻璃带亮自由门门扇制作518.0948.84459.0810.17 8115-1-94全玻璃带亮自由门门扇安装113.3435.278.140 8125-1-95全玻璃自由门门扇制作651.2652.14589.369.76 8135-1-96全玻璃自由门门扇安装108.837.6271.180 8145-1-97单扇门连窗门窗扇制作489.4236.96433.1219.34 8155-1-98单扇门连窗门窗扇安装117.5136.0881.430 8165-1-99双扇门连窗门窗扇制作461.6235.86406.4219.34 8175-1-100双扇门连窗门窗扇安装117.4741.875.670 8185-1-101三扇门连窗门窗扇制作397.7830.8347.6419.34 8195-1-102三扇门连窗门窗扇安装126.1639.16870 8205-1-103纱门扇制作(扇面积)330.4645.1268.2917.07 8215-1-104纱门扇安装(扇面积)63.9547.316.650 8225-1-105纱亮扇制作(扇面积)378.144.22310.2223.66 8235-1-106纱亮扇安装(扇面积)118.0782.0636.010 8245-1-107普通成品门扇安装(扇面积)1104.8224.421080.40 8255-1-108镶木板门扇安装小百叶108.4128.1680.250 8265-1-109胶合板.纤维板门扇安装小百叶79.8419.5860.2608285-2-1带采光窗平开木板大门门扇制作845.01100.98719.5924.44 8295-2-2带采光窗平开木板大门门扇安装76.6552.5824.070 8305-2-3不带采光窗平开木板大门门扇制作917.53100.98788.3628.19 8315-2-4不带采光窗平开木板大门门扇安装50.1650.1600 8325-2-5带采光窗推拉木板大门门扇制作810.4598.56688.2623.63 8335-2-6带采光窗推拉木板大门门扇安装154.1894.1660.020 8345-2-7不带采光窗推拉木板大门门扇制作945.81115.94800.7229.15第 27 页,共 114 页。

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1-1-1人工挖普通土10m3101.84101.841-1-2人工挖坚土10m3238.64238.641-1-3推土机推普通土20m内10m323.94 4.5619.38 1-1-4推土机推坚土20m内10m327.58 4.5623.02 1-1-5推土机推土100m内增运20m10m313.3313.33 1-1-6装载机装运土方20m内10m321.14 4.5616.58 1-1-7装载机装运200m内增运20m10m3 5.28 5.28 1-1-8铲运机铲运普通土200m内10m339.77 4.560.2234.99 1-1-9铲运机铲运坚土200m内10m350.95 4.560.2246.17 1-1-10铲运机500m内增运100m10m311.1711.17 1-1-11拉铲挖自卸汽车运普通土1km内10m3109.34 6.840.53101.97 1-1-12拉铲挖自卸汽车运坚土1km内10m3130.03 6.840.53122.66 1-1-13反铲挖自卸汽车运普通土1km内10m3106.03 6.840.5398.66 1-1-14反铲挖自卸汽车运坚土1km内10m3123.83 6.840.53116.46 1-1-15自卸汽车增运1km10m316.5716.57 1-1-16机械打孔爆破松石10m3136.0364.6034.8436.59 1-1-17机械打孔爆破坚石10m3250.92104.1255.4391.37 1-1-18挖掘机挖渣自卸汽车运渣1km内10m3216.968.360.53208.07 1-1-19自卸汽车运渣增运1km10m325.2425.24 1-1-20机械夯填土10m359.9744.8415.13 1-1-21光轮压路机回填碾压10m398.7233.440.6864.60 1-1-22振动压路机回填碾压10m395.9733.440.6861.85 1-2-1人工挖普通土深2m内10m3173.28173.281-2-2人工挖普通土深>2m10m3265.24265.241-2-3人工挖坚土深2m内10m3330.60330.601-2-4人工挖坚土深4m内10m3422.56422.561-2-5人工挖坚土深6m内10m3487.16487.161-2-6人工挖坚土深>6m10m3530.48530.481-2-7人工挖淤泥.流砂10m3836.00836.001-2-8人工挖冻土厚0.5m内10m31021.441021.441-2-9爆破后人工挖冻土厚0.5m内10m3344.20300.2044.001-2-10人工挖沟槽普通土深2m内10m3245.21244.720.49 1-2-11人工挖沟槽普通土深>2m10m3333.86333.640.22 1-2-12人工挖沟槽坚土深2m内10m3483.09482.600.49 1-2-13人工挖沟槽坚土深4m内10m3543.62543.400.22 1-2-14人工挖沟槽坚土深6m内10m3614.98614.840.14 1-2-15人工挖沟槽坚土深>6m10m3668.88668.800.08 1-2-16人工挖地坑普通土深2m内10m3272.74271.32 1.42 1-2-17人工挖地坑普通土深>2m10m3363.96363.280.68 1-2-18人工挖地坑坚土深2m内10m3544.06542.64 1.42 1-2-19人工挖地坑坚土深4m内10m3612.48611.800.68 1-2-20人工挖地坑坚土深6m内10m3683.68683.240.44 1-2-21人工挖地坑坚土深>6m10m3737.53737.200.33 1-2-22人工挖桩孔普通土孔深8m内10m3815.45728.0887.371-2-23人工挖桩孔坚土孔深8m内10m31326.171184.08142.091-2-24人工挖桩孔普通土孔深12m内10m31104.86986.48118.381-2-25人工挖桩孔坚土孔深12m内10m31747.511560.28187.231-2-26人工挖桩孔普通土孔深16m内10m31435.971282.12153.851-2-27人工挖桩孔坚土孔深16m内10m32271.852028.44243.411-2-28人工挖桩孔普通土孔深>16m10m31657.291479.72177.571-2-29人工挖桩孔坚土孔深>16m10m32621.702340.80280.901-2-30人工凿松石方10m3544.92544.921-2-31人工凿坚石方10m31225.121225.121-2-32人工凿沟槽松石10m3645.24645.241-2-33人工凿沟槽坚石10m31736.601736.601-2-34人工凿地坑松石10m3895.28895.281-2-35人工凿地坑坚石10m32614.402614.401-2-36人工凿桩孔松石10m32998.782677.48321.301-2-37人工修整爆破后基底松石10m2168.72168.721-2-38人工修整爆破后基底坚石10m2434.72434.721-2-39人工修整爆破后基底槽坑松石10m2204.44204.441-2-40人工修整爆破后基底槽坑坚石10m2484.12484.121-2-41人工修整爆破后边坡松石10m2107.92107.921-2-42人工修整爆破后边坡坚石10m2297.92297.921-2-43人工运土方20m内10m3148.96148.961-2-44人工运土方200m内增运20m10m333.4433.441-2-45人工运淤泥流砂20m内10m3334.40334.401-2-46人工运淤泥流砂200m内增运20m10m350.1650.161-2-47人力车运土方50m内10m3120.08120.081-2-48人力车运土方500m内增运50m10m319.0019.001-2-49人力车运淤泥流砂50m内10m3269.80269.801-2-50人力车运淤泥流砂500m内增运50m10m328.8828.881-2-51人工清运石渣20m内10m3353.40353.401-2-52人工清运石渣200m内增运20m10m364.6064.601-2-53人力车清运石渣50m内10m3319.96319.961-2-54人力车清运石渣500m内增运50m10m341.8041.801-2-55人工清运石渣桩孔人工出渣10m3577.11515.2861.831-2-56人工装车土方10m3118.56118.561-2-57人工装车石渣10m3158.84158.841-3-1推土机推普通土20m内10m321.92 4.5617.36 1-3-2推土机推坚土20m内10m327.02 4.5622.46 1-3-3推土机推土100m内增运20m10m312.2512.25 1-3-4装载机装运土方20m内10m322.65 4.5618.09 1-3-5装载机装运200m内增运20m10m3 5.28 5.28 1-3-6铲运机铲运普通土200m内10m343.21 4.560.2238.43 1-3-7铲运机铲运坚土200m内10m355.53 4.560.2250.75 1-3-8铲运机运土500m内增运100m10m311.1711.17 1-3-9挖掘机挖普通土10m327.93 4.5623.37 1-3-10挖掘机挖坚土10m333.94 4.5629.38 1-3-11挖掘机挖淤泥.流砂10m387.5124.3263.19 1-3-12挖掘机挖槽坑普通土10m332.009.1222.88 1-3-13挖掘机挖槽坑坚土10m334.279.1225.15 1-3-14挖掘机挖普通土自卸汽车运1km内10m3126.16 6.840.53118.79 1-3-15挖掘机挖坚土自卸汽车运1km内10m3152.15 6.840.53144.781-3-16挖掘机挖普通土槽坑汽车运1km内10m3122.559.120.53112.90 1-3-17挖掘机挖坚土槽坑汽车运1km内10m3147.679.120.53138.02 1-3-18人工打孔爆破松石10m3241.74206.7235.021-3-19人工打孔爆破坚石10m3506.62455.2451.381-3-20人工打孔爆破槽坑松石10m3643.46557.8485.621-3-21人工打孔爆破槽坑坚石10m31306.661177.24129.421-3-22机械打孔爆破松石10m3160.8075.2438.5347.03 1-3-23机械打孔爆破坚石10m3299.29120.8461.17117.28 1-3-24机械打孔爆破槽坑松石10m3387.75183.9293.77110.06 1-3-25机械打孔爆破槽坑坚石10m3751.38317.68148.98284.72 1-3-26机械打孔爆破桩孔松石10m3907.28593.56194.76118.96 1-3-27机械打孔爆破桩孔坚石10m32100.811274.52403.13423.16 1-3-28控制爆破松石10m3475.18171.76249.8353.59 1-3-29控制爆破坚石10m3802.89247.76399.05156.08 1-3-30控制爆破槽坑松石10m3772.35245.48406.50120.37 1-3-31控制爆破槽坑坚石10m31465.32431.68659.76373.88 1-3-32静力爆破坚石10m35141.761305.682269.091566.99 1-3-33静力爆破槽坑坚石10m35712.691450.082521.211741.40 1-3-34风镐破碎桩孔松石10m34533.892566.52307.981659.39 1-3-35风镐破碎桩孔坚石10m36476.833666.24439.952370.64 1-3-36风镐破碎鼓石10m31934.681155.20779.48 1-3-37液压锤破碎松石10m3325.7847.12278.66 1-3-38液压锤破碎坚石10m3399.8747.88351.99 1-3-39液压锤破碎槽坑松石10m3385.9648.64337.32 1-3-40液压锤破碎槽坑坚石10m3474.7249.40425.32 1-3-41推土机推石渣20m内10m361.21 6.0855.13 1-3-42推土机推石渣100m内增运20m10m337.7837.78 1-3-43挖掘机挖集石渣10m380.34 6.0874.26 1-3-44挖掘机挖石渣自卸汽车运1km内10m3245.598.360.53236.70 1-3-45装载机装土方10m322.11 4.5617.55 1-3-46装载机装石方10m341.17 6.0835.09 1-3-47挖掘机装土方10m321.39 4.5616.83 1-3-48挖掘机装石方10m342.77 6.0836.69 1-3-49机动翻斗车运土方100m内10m397.3897.38 1-3-50机动翻斗车运土方500m内增运100m10m313.3813.38 1-3-51机动翻斗车运石方100m内10m3296.16296.16 1-3-52机动翻斗车运石方500m内增运100m10m335.4735.47 1-3-53拖拉机运土方1km内10m3188.16188.16 1-3-54拖拉机运土方增运1km10m322.4122.41 1-3-55拖拉机运石方1km内10m3387.05387.05 1-3-56拖拉机运石方增运1km10m345.2945.29 1-3-57自卸汽车运土方1km内10m371.78 2.280.5368.97 1-3-58自卸汽车运土方增运1km10m312.4212.42 1-3-59自卸汽车运石方1km内10m3125.37 2.280.53122.56 1-3-60自卸汽车运石方增运1km10m322.8822.88 1-3-61垂直运输机械运土方10m353.0425.0827.96 1-3-62垂直运输机械运石方10m389.7142.5647.151-3-63运输钻孔桩泥浆5km内(桩体积)10m31577.93488.681089.25 1-3-64运输钻孔桩泥浆增运1km(桩体积)10m382.5582.55 1-4-1人工场地平整10m247.8847.881-4-2机械场地平整10m2 5.910.76 5.15 1-4-3竣工清理10m312.1612.161-4-4基底钎探十眼86.6486.641-4-5人工原土夯实10m212.1612.161-4-6机械原土夯实10m28.37 6.84 1.53 1-4-7原土机械碾压10m2 1.440.760.68 1-4-8填土机械碾压10m3116.2237.240.6878.30 1-4-9人工松填土10m360.0460.041-4-10人工夯填土(地坪)10m3122.28121.600.681-4-11机械夯填土(地坪)10m357.0840.2816.80 1-4-12槽、坑人工夯填土10m3152.68152.000.681-4-13槽、坑机械夯填土10m375.0353.2021.83 1-4-14槽、坑夯填砂10m31182.23198.36981.72 2.15 1-4-15槽、坑夯填石屑10m3732.56198.36532.05 2.15 1-4-16槽、坑夯填石渣10m3721.02258.40459.80 2.82 1-4-17钎探灌砂10眼 2.69 1.67 1.022-1-13:7灰土垫层10m31460.91636.12812.7512.04 2-1-2砂垫层10m31337.69354.16981.38 2.15 2-1-3人工级配砂石垫层10m31586.57610.28969.72 6.57 2-1-4天然级配砂石垫层10m31261.17509.20745.40 6.57 2-1-5干铺碎石垫层10m31428.87510.72911.047.11 2-1-61:3砂浆灌碎石垫层10m32021.24619.401335.8965.95 2-1-7干铺碎砖垫层10m31686.83593.561086.167.11 2-1-81:3砂浆灌碎砖垫层10m32291.23836.001404.3050.93 2-1-9干铺地瓜石垫层10m31433.16603.44822.177.55 2-1-101:3砂浆灌地瓜石垫层10m32194.05821.561304.8567.64 2-1-11干铺毛石垫层10m31542.35649.80884.627.93 2-1-121:3砂浆灌毛石垫层10m32343.93983.441286.9973.50 2-1-13C154现浇无筋砼垫层10m32640.08775.961853.5310.59 2-1-14C154现浇毛石砼垫层10m32478.48735.681732.2110.59 2-2-1夯填灰土10m31450.80617.12821.6412.04 2-2-2人工填砂石机械振动10m31031.82282.72747.60 1.50 2-2-3人工填砂石机械碾压10m31143.97335.92784.8423.21 2-2-4推土机填砂碾压10m3824.60 5.32784.8434.44 2-2-5推土机挤淤碾压10m3852.999.12782.4261.45 2-2-6填铺石屑10m3872.17335.92531.87 4.38 2-2-7填铺碎石10m31420.51502.36911.047.11 2-2-8抛石挤淤10m31112.77456.76653.62 2.39 2-2-9填筑C154现浇毛石砼10m32432.88690.081732.2110.59 2-3-1打砼方桩12m内10m32304.00603.4457.561643.00 2-3-2打砼方桩18m内10m32134.31405.8457.561670.91 2-3-3打砼方桩30m内10m31356.69242.4457.561056.69 2-3-4打砼方桩>30m10m31169.93207.4857.56904.89 2-3-5压砼方桩12m内10m32672.02545.68180.321946.022-3-6压砼方桩18m内10m32785.32575.32180.322029.68 2-3-7压砼方桩30m内10m33211.25476.52180.322554.41 2-3-8压砼方桩>30m10m32725.88402.04180.322143.52 2-3-9打砼管桩16m内10m39312.87771.406157.822383.65 2-3-10打砼管桩24m内10m38852.70658.166157.822036.72 2-3-11打砼管桩32m内10m38687.26620.166157.821909.28 2-3-12打砼管桩>32m10m38660.78612.566157.821890.40 2-3-13打砼板桩1m3内10m33797.68921.1244.962831.60 2-3-14打砼板桩1.5m3内10m33156.33763.0444.962348.33 2-3-15打砼板桩2.5m3内10m32656.67585.9644.962025.75 2-3-16打砼板桩>2.5m310m32338.64514.5244.961779.16 2-3-17C203现浇砼打孔灌砼桩10m内10m37359.172460.122604.162294.89 2-3-18C203现浇砼打孔灌砼桩15m内10m35561.091488.082604.161468.85 2-3-19C203现浇砼打孔灌砼桩>15m10m35147.561262.362604.161281.04 2-3-20C203现浇砼夯扩成孔灌注砼桩身10m38355.362911.562602.712841.09 2-3-21C203现浇砼夯扩成孔灌注桩夯扩砼10m38888.643231.522502.953154.17 2-3-22螺旋钻机钻孔12m内10m32342.69758.48123.801460.41 2-3-23C203现浇砼螺旋钻孔灌注砼桩12m内10m33156.90338.962498.85319.09 2-3-24螺旋钻机钻孔>12m10m32058.82648.28123.801286.74 2-3-25C203现浇砼螺旋钻孔灌注砼桩>12m10m33008.75228.762498.85281.14 2-3-26回旋钻机钻孔φ600内10m35484.291613.48286.303584.51 2-3-27回旋钻机钻孔φ800内10m34788.701437.16281.993069.55 2-3-28回旋钻机钻孔φ1000内10m34266.681307.20274.222685.26 2-3-29回旋钻机钻孔φ1200内10m33629.96975.08256.302398.58 2-3-30回旋钻机钻孔φ>120cm10m33229.50881.60240.592107.31 2-3-31回旋钻机钻孔入岩φ600内10m323058.256992.00266.5515799.70 2-3-32回旋钻机钻孔入岩φ800内10m316076.784816.88266.5510993.35 2-3-33回旋钻机钻孔入岩φ1000内10m313726.294115.40266.559344.34 2-3-34回旋钻机钻孔入岩φ1200内10m310716.853195.04266.557255.26 2-3-35回旋钻机钻孔入岩φ>120cm10m37879.432387.16266.555225.72 2-3-36C203水下砼回旋钻孔灌注砼桩10m33220.43277.402943.032-3-37C252现浇灌注砼桩壁人工挖孔10m33714.591245.642310.03158.92 2-3-38M10 砂浆砌黏土砖桩壁120人工挖孔10m34018.351771.562213.2633.53 2-3-39M10 砂浆砌黏土砖桩壁240人工挖孔10m34008.801771.562198.0639.18 2-3-40C204现浇灌注砼桩芯人工挖孔10m33350.57947.722061.73341.12 2-3-41C204现浇灌注毛石砼桩芯人工挖孔10m32905.22661.961902.14341.12 2-3-42打灰土挤密桩6m内10m33309.961058.681030.391220.89 2-3-43打灰土挤密桩>6m10m32612.51672.601030.39909.52 2-3-44打砂桩10m内10m33326.221314.80920.001091.42 2-3-45打砂桩15m内10m32780.84921.12920.00939.72 2-3-46打砂桩>15m10m32548.98738.72920.00890.26 2-3-47打碎石桩10m内10m33407.541396.12920.001091.42 2-3-48打碎石桩15m内10m32839.36979.64920.00939.72 2-3-49打碎石桩>15m10m32595.34785.08920.00890.26 2-3-50振冲碎石桩10m32322.19547.20974.96800.03 2-3-51钻孔压浆碎石桩10m34899.131256.282578.891063.96 2-3-52打砂石桩10m内10m33860.181396.121372.641091.422-3-53打砂石桩15m内10m33292.00979.641372.64939.72 2-3-54打砂石桩>15m10m33047.98785.081372.64890.26 2-3-55深层搅拌粉喷水泥桩(水泥10%)10m31560.91383.04671.14506.73 2-3-56深层搅拌浆喷水泥桩(水泥10%)10m31603.84430.92685.22487.70 2-3-57水泥桩水泥掺量每增1%10m360.9060.902-3-58高压旋喷水泥桩成孔10m466.21121.608.68335.93 2-3-59双重管旋喷机高压旋喷水泥桩10m32749.79788.12769.901191.77 2-3-60三重管旋喷机高压旋喷水泥桩10m33669.09875.521102.901690.67 2-3-61预制钢筋砼桩接桩包角钢十根5861.621394.60424.434042.59 2-3-62预制钢筋砼桩接桩包钢板十根8824.731456.163359.934008.64 2-3-63预制钢筋砼桩接桩注硫磺胶泥10m228007.367326.404160.6116520.35 2-3-64预制钢筋砼桩截方桩十根1425.53355.68950.20119.65 2-3-65预制钢筋砼桩截管桩十根563.12288.80274.32 2-3-66预制钢筋砼方桩凿桩头10m33561.322701.04860.28 2-3-67灌注砼桩凿桩头10m31418.621075.40343.22 2-3-68桩头钢筋整理十根65.3665.362-3-69回旋钻机挤扩支盘钻孔D800内10m32141.58291.0823.461827.04 2-3-70回旋钻机挤扩支盘钻孔D>80010m31750.81238.6415.761496.41 2-4-1强夯<100t-m 25夯点 4击hm21388.04411.92976.12 2-4-2强夯<100t-m 25夯点增减1击hm2261.5383.60177.93 2-4-3强夯<100t-m 23夯点 4击hm21277.58379.24898.34 2-4-4强夯<100t-m 23夯点增减1击hm2232.9769.16163.81 2-4-5强夯<100t-m 17夯点 4击hm2945.34281.20664.14 2-4-6强夯<100t-m 17夯点增减1击hm2171.7150.92120.79 2-4-7强夯<100t-m 13夯点 4击hm2722.04214.32507.72 2-4-8强夯<100t-m 13夯点增减1击hm2130.6638.7691.90 2-4-9强夯<100t-m 10夯点 4击hm2555.54164.92390.62 2-4-10强夯<100t-m 10夯点增减1击hm2100.0329.6470.39 2-4-11强夯<100t-m 低锤满拍hm21302.56370.12932.44 2-4-12强夯<200t-m 25夯点 4击hm22058.30550.241508.06 2-4-13强夯<200t-m 25夯点增减1击hm2375.68100.32275.36 2-4-14强夯<200t-m 23夯点 4击hm21893.27506.161387.11 2-4-15强夯<200t-m 23夯点增减1击hm2346.6492.72253.92 2-4-16强夯<200t-m 17夯点 4击hm21399.02373.921025.10 2-4-17强夯<200t-m 17夯点增减1击hm2256.2668.40187.86 2-4-18强夯<200t-m 13夯点 4击hm21069.81285.76784.05 2-4-19强夯<200t-m 13夯点增减1击hm2196.4653.20143.26 2-4-20强夯<200t-m 10夯点 4击hm2822.69219.64603.05 2-4-21强夯<200t-m 10夯点增减1击hm2150.9440.28110.66 2-4-22强夯<200t-m 低锤满拍hm21820.59464.361356.23 2-4-23强夯<300t-m 25夯点 4击hm22591.12650.561940.56 2-4-24强夯<300t-m 25夯点增减1击hm2502.32124.64377.68 2-4-25强夯<300t-m 23夯点 4击hm22383.74598.121785.62 2-4-26强夯<300t-m 23夯点增减1击hm2456.52114.76341.76 2-4-27强夯<300t-m 17夯点 4击hm21761.87442.321319.55 2-4-28强夯<300t-m 17夯点增减1击hm2336.5384.36252.17 2-4-29强夯<300t-m 13夯点 4击hm21346.98337.441009.542-4-30强夯<300t-m 13夯点增减1击hm2257.9464.60193.34 2-4-31强夯<300t-m 10夯点 4击hm21036.00259.92776.08 2-4-32强夯<300t-m 10夯点增减1击hm2199.5750.16149.41 2-4-33强夯<300t-m 低锤满拍hm22857.75444.602413.15 2-4-34强夯<400t-m 25夯点 4击hm25621.371239.564381.81 2-4-35强夯<400t-m 25夯点增减1击hm21203.13265.24937.89 2-4-36强夯<400t-m 23夯点 4击hm25171.021140.004031.02 2-4-37强夯<400t-m 23夯点增减1击hm21106.65243.96862.69 2-4-38强夯<400t-m 17夯点 4击hm23618.09798.002820.09 2-4-39强夯<400t-m 17夯点增减1击hm2817.20180.12637.08 2-4-40强夯<400t-m 13夯点 4击hm22922.77644.482278.29 2-4-41强夯<400t-m 13夯点增减1击hm2625.86138.32487.54 2-4-42强夯<400t-m 10夯点 4击hm22249.01496.281752.73 2-4-43强夯<400t-m 10夯点增减1击hm2482.41106.40376.01 2-4-44强夯<400t-m 低锤满拍hm23616.93759.242857.69 2-4-45强夯<500t-m 25夯点 4击hm27021.081400.685620.40 2-4-46强夯<500t-m 25夯点增减1击hm21502.58299.441203.14 2-4-47强夯<500t-m 23夯点 4击hm26457.231288.205169.03 2-4-48强夯<500t-m 23夯点增减1击hm21382.40275.881106.52 2-4-49强夯<500t-m 17夯点 4击hm24514.59902.123612.47 2-4-50强夯<500t-m 17夯点增减1击hm21021.20203.68817.52 2-4-51强夯<500t-m 13夯点 4击hm23649.90728.082921.82 2-4-52强夯<500t-m 13夯点增减1击hm2781.70156.56625.14 2-4-53强夯<500t-m 10夯点 4击hm22808.09560.882247.21 2-4-54强夯<500t-m 10夯点增减1击hm2602.32120.08482.24 2-4-55强夯<500t-m 低锤满拍hm24023.85911.243112.61 2-4-56强夯<600t-m 25夯点 4击hm27764.461583.086181.38 2-4-57强夯<600t-m 25夯点增减1击hm21623.57299.441324.13 2-4-58强夯<600t-m 23夯点 4击hm26974.361288.205686.16 2-4-59强夯<600t-m 23夯点增减1击hm21382.40275.881106.52 2-4-60强夯<600t-m 17夯点 4击hm24518.88902.123616.76 2-4-61强夯<600t-m 17夯点增减1击hm21021.20203.68817.52 2-4-62强夯<600t-m 13夯点 4击hm23649.90728.082921.82 2-4-63强夯<600t-m 13夯点增减1击hm2781.70156.56625.14 2-4-64强夯<600t-m 10夯点 4击hm22808.09560.882247.21 2-4-65强夯<600t-m 10夯点增减1击hm2602.32120.08482.24 2-4-66强夯<600t-m 低锤满拍hm24392.41994.843397.57 2-4-67强夯<100t-m 7夯点 4击hm2553.99159.60394.39 2-4-68强夯<100t-m 7夯点增减1击hm269.7218.2451.48 2-4-69强夯<100t-m 4夯点 4击hm2433.00124.64308.36 2-4-70强夯<100t-m 4夯点增减1击hm246.7012.1634.54 2-4-71强夯<100t-m 低锤满拍hm21439.36370.121069.24 2-4-72强夯<200t-m 7夯点 4击hm2809.69212.80596.89 2-4-73强夯<200t-m 7夯点增减1击hm2101.6724.3277.35 2-4-74强夯<200t-m 4夯点 4击hm2659.92173.28486.64 2-4-75强夯<200t-m 4夯点增减1击hm270.8116.7254.09 2-4-76强夯<200t-m 低锤满拍hm21993.43464.361529.072-4-77强夯<300t-m 7夯点 4击hm2964.25240.16724.09 2-4-78强夯<300t-m 7夯点增减1击hm2132.1429.64102.50 2-4-79强夯<300t-m 4夯点 4击hm2757.23188.48568.75 2-4-80强夯<300t-m 4夯点增减1击hm290.7220.5270.20 2-4-81强夯<300t-m 低锤满拍hm23141.23444.602696.63 2-4-82强夯<400t-m 7夯点 4击hm21758.27390.641367.63 2-4-83强夯<400t-m 7夯点增减1击hm2314.5763.08251.49 2-4-84强夯<400t-m 4夯点 4击hm21251.66278.16973.50 2-4-85强夯<400t-m 4夯点增减1击hm2209.4841.80167.68 2-4-86强夯<400t-m 低锤满拍hm23900.41759.243141.17 2-4-87强夯<500t-m 7夯点 4击hm22154.69430.161724.53 2-4-88强夯<500t-m 7夯点增减1击hm2388.5271.44317.08 2-4-89强夯<500t-m 4夯点 4击hm21548.09308.561239.53 2-4-90强夯<500t-m 4夯点增减1击hm2259.5947.27212.32 2-4-91强夯<500t-m 低锤满拍hm24288.68911.243377.44 2-4-92强夯<600t-m 7夯点 4击hm22369.58472.721896.86 2-4-93强夯<600t-m 7夯点增减1击hm2429.2280.56348.66 2-4-94强夯<600t-m 4夯点 4击hm21718.63342.761375.87 2-4-95强夯<600t-m 4夯点增减1击hm2287.1153.20233.91 2-4-96强夯<600t-m 低锤满拍hm24680.88994.843686.04 2-5-1木撑木挡土疏板防护10m2202.54126.1676.382-5-2钢撑木挡土疏板防护10m2162.5196.5265.992-5-3木撑木挡土密板防护10m2256.90162.6494.262-5-4钢撑木挡土密板防护10m2205.53123.8881.652-5-5木撑钢挡土疏板防护10m2201.77127.6874.092-5-6钢撑钢挡土疏板防护10m2158.3597.2861.072-5-7木撑钢挡土密板防护10m2245.39162.6482.752-5-8钢撑钢挡土密板防护10m2195.00125.4069.602-5-9袋土围堰10m32127.731319.36749.6058.77 2-5-10打钢工具桩6m内t968.68251.5637.62679.50 2-5-11打钢工具桩10m内t673.63173.2837.62462.73 2-5-12打钢工具桩15m内t493.48122.3637.62333.50 2-5-13打钢工具桩>15mt393.3697.2837.62258.46 2-5-14拔钢工具桩6m内t445.06185.44 3.71255.91 2-5-15拔钢工具桩10m内t309.88127.68 3.71178.49 2-5-16拔钢工具桩15m内t252.67104.88 3.71144.08 2-5-17拔钢工具桩>15mt245.33101.84 3.71139.78 2-5-18安拆导向夹具10m113.0531.9226.5054.63 2-5-19土层砂浆土钉(钻孔灌浆)10m275.28171.0041.9662.32 2-5-20岩石砂浆土钉(钻孔灌浆)10m390.32181.6418.26190.42 2-5-21锚杆机钻孔灌浆10m1764.86456.00654.94653.92 2-5-22锚杆机入岩增加10m3149.151824.00498.75826.40 2-5-23C251现浇砼土层喷射砼护坡 初喷5010m2287.18112.48131.3643.34 2-5-24C251现浇砼岩层喷射砼护坡 初喷5010m2380.42192.28141.2746.87 2-5-25C251现浇砼喷射砼护坡每增减10mm10m255.1920.5226.278.40 2-6-1抽水机基底排水 降水深1m内10m2774.1015.2030.92727.98 2-6-2抽水机基底排水 降水深2m内10m21340.5622.8075.911241.852-6-3抽水机基底排水 降水深3m内10m21689.2838.00123.061528.22 2-6-4砖砌集水井排水h2-4m内座2419.471717.60617.9183.96 2-6-5钢筋笼集水井排水h2-4m内座2205.121343.68804.9156.53 2-6-6砼无砂管φ55cm集水深井10m4582.761447.041212.691923.03 2-6-7钢筋笼集水深井10m3698.321567.12386.281744.92 2-6-8钢管集水深井10m3127.711227.40146.381753.93 2-6-9潜水泵抽水机集水井排水台日474.98 3.04471.94 2-6-10单机清水泵抽水机集水井排水台日673.79 3.04670.75 2-6-11泥浆泵抽水机集水井排水台日1158.41 3.041155.37 2-6-12轻型井点7m降水井管安拆十根2684.231190.16372.411121.66 2-6-13轻型井点7m降水设备使用套天1461.38228.0085.881147.50 2-6-14喷射井点10m降水井管安拆十根8369.253496.001287.323585.93 2-6-15喷射井点10m降水设备使用套天2856.44456.0062.182338.26 2-6-16喷射井点15m降水井管安拆十根13551.175740.281850.925959.97 2-6-17喷射井点15m降水设备使用套天2934.70456.00140.442338.26 2-6-18喷射井点20m降水井管安拆十根17627.427407.722411.597808.11 2-6-19喷射井点20m降水设备使用套天2987.82456.00193.562338.26 2-6-20喷射井点30m降水井管安拆十根23078.799613.243522.409943.15 2-6-21喷射井点30m降水设备使用套天3200.47456.00406.212338.26 2-6-22大口径φ600井点15m降水井管安拆十根48388.7716313.406185.2825890.09 2-6-23大口径φ600井点15m降水设备使用套天2849.45456.0055.192338.26 2-6-24水平井点25m降水井管安拆十根87463.8432858.605826.1248779.12 2-6-25水平井点25m降水设备使用套天2083.42456.0042.911584.51 2-6-26电渗井点阳极降水制安及拆除十根12297.221802.729097.761396.74 2-6-27电渗井点阳极降水设备使用套天1565.50456.00581.26528.24 2-6-28射流泵井点降水制安及拆除眼组138.7584.3629.8924.50 2-6-29射流泵井点降水井点抽水组天873.15307.80565.35 3-1-1M5.0砂浆砖基础10m32894.84925.681932.2336.93 3-1-2M5.0混浆矩形砖柱周长1.2m内10m34080.182018.562030.9530.67 3-1-3M5.0混浆矩形砖柱周长1.8m内10m33937.131884.042018.9134.18 3-1-4M5.0混浆矩形砖柱周长>1.8m10m33575.291525.322014.2935.68 3-1-5M5.0混浆异形砖柱10m34542.361905.322595.6041.44 3-1-6M2.5混浆单面清水砖墙 11510m33615.701580.802004.3530.55 3-1-7M2.5混浆单面清水砖墙 18010m33588.521561.041994.0533.43 3-1-8M2.5混浆单面清水砖墙 24010m33360.131371.801953.1535.18 3-1-9M2.5混浆单面清水砖墙 36510m33320.721295.801987.6137.31 3-1-10M2.5混浆单面清水砖墙 ≥49010m33267.391245.641983.4438.31 3-1-11M2.5混浆混水砖墙 5310m34075.722018.562038.7618.40 3-1-12M2.5混浆混水砖墙 11510m33551.861516.962004.3530.55 3-1-13M2.5混浆混水砖墙 18010m33454.571428.041993.2333.30 3-1-14M2.5混浆混水砖墙 24010m33157.211168.881953.1535.18 3-1-15M2.5混浆混水砖墙 36510m33161.371136.201987.6137.56 3-1-16M2.5混浆混水砖墙 49010m33145.491124.041983.1438.31 3-1-17弧形砖墙另加工料10m3144.81114.0030.813-1-18M5.0混浆贴砌砖墙 5310m2250.24122.36125.25 2.63 3-1-19M5.0混浆贴砌砖墙 11510m2436.11182.40248.58 5.13 3-1-20M5.0混浆贴砌砖墙 24010m2810.96304.00496.8210.143-1-21M5.0混浆空花砖墙 11510m2320.23156.56161.54 2.13 3-1-22M5.0混浆空花砖墙 24010m2669.19327.56337.12 4.51 3-1-23M5.0混浆砖平璇10m34554.082059.602458.6835.80 3-1-24M5.0混浆砖拱璇10m35576.262933.602603.4839.18 3-1-25M5.0混浆砖过梁10m33965.181597.522324.4743.19 3-1-26M5.0混浆半砖栏板10m2431.91194.56233.84 3.51 3-1-27M5.0砂浆砖台阶10m33082.231045.002000.3036.93 3-1-28M5.0混浆砖地沟10m33094.641060.961998.0035.68 3-1-29M5.0混浆零星砖砌体10m33674.461748.001893.4133.05 3-2-1M5.0砂浆乱毛石基础10m32178.29897.561219.2661.47 3-2-2M5.0混浆乱毛石墙10m32755.121445.521248.1361.47 3-2-3M5.0混浆乱毛石挡土墙10m32308.24998.641248.1361.47 3-2-4M5.0混浆乱毛石护坡10m32481.421076.161337.7867.48 3-2-5干砌乱毛石护坡10m31638.06699.20938.863-2-6M5.0混浆整毛石墙毛石背里45010m21352.08737.96586.4527.67 3-2-7M5.0混浆整毛石墙毛石背里±1010m227.5014.4412.430.63 3-2-8M5.0混浆整毛石墙砖背里45010m21493.87680.96792.1320.78 3-2-9M5.0混浆整毛石墙砖背里±1010m232.2112.1619.670.38 3-2-10整砌毛石表面处理10m2437.78376.9660.823-2-11石表面倒扁光(斜面10cm内)10m134.52134.523-2-12M5.0混浆方整石柱10m36736.502294.444420.6521.41 3-2-13M5.0混浆方整石墙10m35652.401211.444418.9322.03 3-2-14M5.0混浆方整石墙毛石背里45010m22023.24658.921345.2919.03 3-2-15M5.0混浆方整石墙毛石背里±1010m227.5514.4412.480.63 3-2-16M5.0混浆方整石墙砖背里45010m22156.13600.401538.2017.53 3-2-17M5.0混浆方整石墙砖背里±1010m232.2112.1619.670.38 3-2-18M10 混浆方整石平璇10m37313.672204.765086.3822.53 3-2-19M10 混浆方整石拱璇10m37735.282665.325046.8023.16 3-2-20M5.0混浆零星方整石砌体10m37820.373156.284636.4227.67 3-2-21M5.0混浆整砌毛石墙10m33139.071589.921487.6861.47 3-2-22M5.0混浆整砌毛石挡土墙10m32531.681098.201372.0161.47 3-3-1M5.0混浆烧结粉煤灰轻质砖墙11510m33481.271530.641920.0830.55 3-3-2M5.0混浆烧结粉煤灰轻质砖墙18010m33438.411492.641912.4733.30 3-3-3M5.0混浆烧结粉煤灰轻质砖墙24010m33133.861222.081876.6035.18 3-3-4M5.0混浆烧结粉煤灰轻质砖墙36510m33136.911187.881911.4737.56 3-3-5M5.0混浆黏土多孔砖墙11510m33122.931071.602027.7923.54 3-3-6M5.0混浆黏土多孔砖墙18010m33061.29965.962065.6629.67 3-3-7M5.0混浆黏土多孔砖墙24010m32964.72902.122033.0629.54 3-3-8M5.0混浆黏土多孔砖墙36510m32974.33813.202129.5831.55 3-3-9M5.0混浆煤矸石多孔砖墙9010m34080.291124.802930.5824.91 3-3-10M5.0混浆煤矸石多孔砖墙19010m32610.83950.001635.9224.91 3-3-11M5.0混浆煤矸石多孔砖墙24010m33303.57933.282339.2431.05 3-3-12M5.0混浆煤矸石多孔砖墙29010m32923.01849.682043.2830.05 3-3-13M5.0混浆承重型黏土空心砖墙11510m33497.551124.802351.9720.78 3-3-14M5.0混浆承重型黏土空心砖墙18010m32650.791014.601615.2820.91 3-3-15M5.0混浆承重型黏土空心砖墙24010m33304.06946.962329.5627.54 3-3-16M5.0混浆承重型黏土空心砖墙36510m33206.47855.002322.0529.423-3-17M5.0混浆非承重黏土空心砖墙11510m33122.151169.641930.2322.28 3-3-18M5.0混浆非承重黏土空心砖墙24010m32773.96973.561777.3723.03 3-3-19M5.0混浆零星空心砖砌体10m33592.961491.122069.0432.80 3-3-20M5.0混浆煤矸石空心砖墙11510m32860.861181.041656.0323.79 3-3-21M5.0混浆煤矸石空心砖墙18010m32822.361082.241714.8325.29 3-3-22M5.0混浆煤矸石空心砖墙24010m32677.73982.681665.8829.17 3-3-23M5.0混浆煤矸石空心砖墙36510m32598.49899.081668.2431.17 3-3-24M5.0混浆加气砼砌块墙12010m32490.29853.481626.5410.27 3-3-25M5.0混浆加气砼砌块墙18010m32436.25785.841640.1410.27 3-3-26M5.0混浆加气砼砌块墙24010m32396.09686.281699.5410.27 3-3-27M5.0混浆泡沫砼砌块墙9010m32202.27846.641332.4723.16 3-3-28M5.0混浆泡沫砼砌块墙19010m32090.08770.641307.6711.77 3-3-29M5.0混浆泡沫砼砌块墙29010m31969.45684.761269.1715.52 3-3-30M5.0混浆泡沫砼砌块墙39010m31949.04617.121316.4015.52 3-3-31M7.5混浆硅酸钙砌块墙12010m32711.041027.521671.1312.39 3-3-32M7.5混浆硅酸钙砌块墙18010m32773.59963.681797.5212.39 3-3-33M7.5混浆硅酸钙砌块墙24010m32356.10867.161476.5512.39 3-3-34M7.5混浆硅酸钙砌块墙36510m32279.65784.321480.9314.40 3-3-35石膏砌空心块墙11010m37397.05672.606724.453-3-36石膏砌空心块墙18010m37354.98604.206750.783-3-37石膏砌夹心块墙8010m37460.16744.806715.363-3-38石膏砌夹心块墙10010m37445.90724.286721.623-3-39M7.5混浆粉煤灰加气砼砌块墙20010m31548.67677.16856.7414.77 3-3-40M7.5混浆煤矸石砌块墙28010m32026.36696.161314.1816.02 3-3-41M7.5混浆硅酸盐砌块墙24010m33232.19795.722423.8312.64 3-3-42M7.5混浆膨胀珍珠岩砌块墙11010m313585.13755.4412820.689.01 3-3-43M7.5混浆砼空心砌块墙9010m33860.09891.482952.5916.02 3-3-44M7.5混浆砼空心砌块墙19010m32450.21782.801654.1413.27 3-3-45M7.5混浆砼空心砌块墙29010m32421.52688.561715.4317.53 3-3-46M7.5混浆砼空心砌块墙39010m32305.07633.841654.5816.65 3-3-47M7.5混浆轻骨料砼空心砌块墙9010m32327.46848.921462.5216.02 3-3-48M7.5混浆轻骨料砼空心砌块墙19010m32127.84745.561369.0113.27 3-3-49M7.5混浆轻骨料砼空心砌块墙29010m32341.64655.881668.2317.53 3-3-50M7.5混浆轻骨料砼空心砌块墙39010m31997.30604.201376.4516.65 3-3-51M5.0混浆砌空心砌块烟风道24010m36339.322591.603740.717.01 3-3-52M5.0混浆砌变压式排烟道半周80010m1098.03560.88536.950.20 3-3-53M5.0混浆砌变压式排烟道半周120010m1884.85733.401151.170.28 3-3-54M5.0混浆砌变压式排烟道半周150010m2559.17874.001684.830.34 3-3-55M10 砂浆钢筋砼漏空花格70内10m2639.00104.12534.570.31 3-3-56M10 砂浆钢筋砼漏空花格100内10m2796.61149.72646.440.45 3-3-57M10 砂浆钢筋砼漏空花格200内10m21085.14299.44784.790.91 3-3-58预制水磨石隔断板.窗台板10m2954.82120.08834.743-3-59砖砌屋面烟囱三孔内10m1401.12327.331070.91 2.88 3-3-60砖砌屋面烟囱三孔以上10m2964.99670.552290.43 4.01 3-3-61M5.0混浆加气砼砌块墙20010m32375.25766.081598.9010.27 3-3-62M5.0混浆加气砼砌块墙25010m32267.53671.761585.5010.27 3-3-63M5.0混浆加气砼砌块墙30010m32219.92628.671580.9810.273-3-64M5.0混浆泡沫砼砌块墙20010m31997.22748.221238.7310.27 3-3-65M5.0混浆泡沫砼砌块墙25010m31970.45718.961241.2210.27 3-3-66M5.0混浆泡沫砼砌块墙30010m31908.49673.281224.9410.27 3-3-67M5.0混浆硅酸钙砌块墙20010m32542.92931.301601.3510.27 3-3-68M5.0混浆硅酸钙砌块墙25010m32474.60859.481604.8510.27 3-3-69M5.0混浆硅酸钙砌块墙30010m32415.58821.941583.3710.27 3-3-70M5.0混浆煤矸石多孔砖墙11510m32545.63830.451691.7723.41 3-3-71M5.0混浆煤矸石多孔砖墙14010m32928.18818.062085.2124.91 3-3-72M5.0混浆煤矸石多孔砖墙24010m33093.61723.292339.2731.05 3-3-73M5.0混浆煤矸石多孔砖墙34010m32619.70801.191789.2229.29 3-3-74M5.0混浆煤矸石多孔砖墙36510m32491.07751.791667.9271.36 3-3-75M5.0混浆煤矸石多孔砖墙24010m32528.82802.641695.5130.67 3-4-1GRC多孔板墙6010m22113.46104.882003.70 4.88 3-4-2GRC多孔板墙8010m22185.84116.282064.57 4.99 3-4-3GRC多孔板墙9010m22235.03124.642105.40 4.99 3-4-4GRC多孔板墙10010m22283.75129.202149.46 5.09 3-4-5GRC多孔板墙12010m22339.05141.362192.49 5.20 3-4-6轻集料砼多孔条板墙7510m21609.77103.361502.25 4.16 3-4-7轻集料砼多孔条板墙10010m21720.26112.481603.62 4.16 3-4-8轻集料砼多孔条板墙12010m22048.51123.881920.47 4.16 3-4-9轻陶粒砼实心条板墙6010m2983.79116.28861.25 6.26 3-4-10轻陶粒砼实心条板墙8010m21106.65127.68972.60 6.37 3-4-11石膏空心条板墙6010m2848.3294.24749.31 4.77 3-4-12石膏空心条板墙8010m21023.67101.08917.71 4.88 3-4-13双层石膏空心条板墙10m21639.28220.401415.00 3.88 3-4-14双层石膏空心条板墙填充5010m21822.76239.401579.37 3.99 3-4-15双层石膏空心条板墙填充厚±1010m231.550.7630.793-4-16硅镁多孔板墙9010m21279.56112.481162.09 4.99 3-4-17硅镁多孔板墙10010m21400.58116.281279.31 4.99 3-4-18木纤维增强水泥多孔板墙8010m21543.59105.641432.12 5.83 3-4-19网架水泥板聚苯乙烯泡塑心76(50)10m2956.5899.56854.31 2.71 3-4-20网架水泥板岩棉夹心65(40)10m2901.5887.40811.47 2.71 3-4-21网架水泥板岩棉夹心75(50)10m2943.1798.80841.66 2.71 3-4-22网架水泥板岩棉夹心85(60)10m21067.25109.44955.10 2.71 3-4-23GRC复合外墙板12010m21390.95139.841240.9110.20 3-4-24GRC复合外墙板37010m21867.40186.201671.1010.10 3-4-25彩钢压型板墙10m21160.9570.681029.1061.17 3-4-26双层彩钢压板墙聚氨酯板填6010m22308.25118.562090.5999.10 3-4-27双层彩钢压板墙聚氨酯板填10010m22539.79120.842319.8599.10 3-4-28双层彩钢压板墙聚氨酯板填±2010m2115.160.76114.403-4-29双层彩钢压板墙岩棉板填8010m22209.73120.081990.5599.10 3-4-30双层彩钢压板墙岩棉板填12010m22333.17121.602112.4799.10 3-4-31双层彩钢压板墙聚苯乙烯板填7510m22301.20119.322082.7899.10 3-4-32双层彩钢压板墙聚苯乙烯板填15010m22641.07123.122418.8599.10 3-4-33双层彩钢压板墙聚苯乙烯板±2510m2113.32 1.52111.803-5-1铸铁围墙10m1396.0291.961300.96 3.10 3-5-23:7灰土垫层方整石台阶10m23131.721103.521958.2569.953-5-3地瓜石垫层方整石台阶10m23190.891111.122001.8377.94 3-5-4C15砼垫层方整石台阶10m23225.551107.322046.8571.38 3-5-5砖砌屋面排烟气道口10个3742.481509.362141.9691.16 3-5-6砂浆用砂过筛用工10m3228.00228.004-1-1现浇构件圆钢筋φ4t6280.971472.884761.7246.37 4-1-2现浇构件圆钢筋φ6.5t6381.511679.604652.9248.99 4-1-3现浇构件圆钢筋φ8t5741.861088.324602.9850.56 4-1-4现浇构件圆钢筋φ10t5424.30798.004580.0046.30 4-1-5现浇构件圆钢筋φ12t5411.87703.764617.6590.46 4-1-6现浇构件圆钢筋φ14t5288.74600.404608.7179.63 4-1-7现浇构件圆钢筋φ16t5210.11530.484602.9676.67 4-1-8现浇构件圆钢筋φ18t5157.67467.404620.4369.84 4-1-9现浇构件圆钢筋φ20t5103.38418.004617.6767.71 4-1-10现浇构件圆钢筋φ22t5055.78379.244615.3161.23 4-1-11现浇构件圆钢筋φ25t5018.44336.684634.7347.03 4-1-12现浇构件圆钢筋φ28t5008.58322.244633.4552.89 4-1-13现浇构件螺纹钢筋φ12t5456.00703.764648.25103.99 4-1-14现浇构件螺纹钢筋φ14t5290.04600.404598.5191.13 4-1-15现浇构件螺纹钢筋φ16t5180.36530.484562.1687.72 4-1-16现浇构件螺纹钢筋φ18t5134.04467.404586.6879.96 4-1-17现浇构件螺纹钢筋φ20t5075.27418.004579.6377.64 4-1-18现浇构件螺纹钢筋φ22t5027.33379.244576.6971.40 4-1-19现浇构件螺纹钢筋φ25t4986.49336.684593.9355.88 4-1-20现浇构件螺纹钢筋φ28t4991.45322.244607.9561.26 4-1-21现浇构件螺纹钢筋φ30t5007.24334.404618.1554.69 4-1-22现浇构件螺纹钢筋φ32t5004.20331.364618.1554.69 4-1-23预制构件圆钢筋φ5内绑扎t7934.233106.124782.9245.19 4-1-24预制构件圆钢筋φ5内点焊t7533.922442.644711.45379.83 4-1-25预制构件圆钢筋φ6.5绑扎t6268.981594.484630.6743.83 4-1-26预制构件圆钢筋φ6.5点焊t6150.201270.724546.63332.85 4-1-27预制构件圆钢筋φ8绑扎t5658.171032.084580.7345.36 4-1-28预制构件圆钢筋φ8点焊t5649.82871.724537.64240.46 4-1-29预制构件圆钢筋φ10绑扎t5356.89757.724557.7541.42 4-1-30预制构件圆钢筋φ10点焊t5448.36701.484533.49213.39 4-1-31预制构件圆钢筋φ12绑扎t5344.00662.724595.5085.78 4-1-32预制构件圆钢筋φ12点焊t5329.04548.724573.15207.17 4-1-33预制构件圆钢筋φ14绑扎t5232.47570.764586.5675.15 4-1-34预制构件圆钢筋φ14点焊t5393.15599.644574.01219.50 4-1-35预制构件圆钢筋φ16绑扎t5157.38503.124580.8173.45 4-1-36预制构件圆钢筋φ16点焊t5271.67519.844570.80181.03 4-1-37预制构件圆钢筋φ18t5109.31443.084598.2867.95 4-1-38预制构件圆钢筋φ20t5060.31399.004595.5265.79 4-1-39预制构件圆钢筋φ22t5015.93362.524593.1660.25 4-1-40预制构件圆钢筋φ25t4979.49321.484612.5845.43 4-1-41预制构件圆钢筋φ28t4970.49307.804611.3051.39 4-1-42预制构件螺纹钢筋φ12t5462.78737.204625.9599.63 4-1-43预制构件螺纹钢筋φ14t5286.68614.084582.4490.164-1-44预制构件螺纹钢筋φ16t5179.26553.284540.2185.77 4-1-45预制构件螺纹钢筋φ18t5129.84478.044557.6894.12 4-1-46预制构件螺纹钢筋φ20t5087.52439.284554.9293.32 4-1-47预制构件螺纹钢筋φ22t5014.57389.884552.5672.13 4-1-48预制构件螺纹钢筋φ25t4986.46351.884581.5853.00 4-1-49预制构件螺纹钢筋φ28t4952.85310.844585.9356.08 4-1-50预制构件螺纹钢筋φ30t4966.80314.644596.0856.08 4-1-51预制构件螺纹钢筋φ32t4966.80314.644596.0856.08 4-1-52现浇构件箍筋φ6.5t6830.272125.724652.9251.63 4-1-53现浇构件箍筋φ8t6038.941364.964602.9871.00 4-1-54现浇构件箍筋φ10t5583.00944.684580.0058.32 4-1-55现浇构件箍筋φ12t5348.44745.564552.1950.69 4-1-56预制构件箍筋φ6.5t6689.592012.484630.6746.44 4-1-57预制构件箍筋φ8t5935.811291.244580.7363.84 4-1-58预制构件箍筋φ10t5505.49895.284557.7552.46 4-1-59预制构件箍筋φ12t5281.60706.044530.0445.52 4-1-60先张法预应力钢筋φ5内t6609.231415.125111.6882.43 4-1-61先张法预应力钢筋φ12t6299.21717.445377.83203.94 4-1-62先张法预应力钢筋φ14t6000.52655.125163.91181.49 4-1-63先张法预应力钢筋φ16t5783.23595.845021.92165.47 4-1-64先张法预应力钢筋φ18t5653.26558.604943.83150.83 4-1-65先张法预应力钢筋φ20t5552.29519.084889.72143.49 4-1-66先张法预应力钢筋φ22t5368.86385.324848.94134.60 4-1-67后张法预应力钢筋φ16t10751.051649.208424.88676.97 4-1-68后张法预应力钢筋φ20t8913.121171.167277.20464.76 4-1-69后张法预应力钢筋φ25t8059.36883.126843.71332.53 4-1-70后张法预应力钢筋φ28t7358.17783.566284.61290.00 4-1-71后张法预应力钢筋φ32t7004.94707.566043.30254.08 4-1-72后张法预应力钢丝束12φξt31396.504917.2025466.341012.96 4-1-73后张法预应力钢丝束14φξt27740.554144.2822620.95975.32 4-1-74后张法预应力钢丝束16φξt25241.193845.6020450.24945.35 4-1-75后张法预应力钢丝束18φξt23200.473505.8818770.80923.79 4-1-76后张法预应力钢丝束20φξt21669.163332.6017430.07906.49 4-1-77后张法预应力钢丝束22φξt20381.293159.3216329.95892.02 4-1-78后张法预应力钢丝束24φξt19247.312955.6415411.67880.00 4-1-79无粘结预应力钢丝束t14408.222777.0410969.18662.00 4-1-80有粘结预应力钢丝束t28950.2313112.2814167.661670.29 4-1-81套筒锥形螺栓钢筋接头φ32内10个401.73152.00227.2922.44 4-1-82套筒锥形螺栓钢筋接头φ45内10个586.49259.16291.5235.81 4-1-83带肋钢筋接头冷挤压连接φ2010个102.3347.1235.8119.40 4-1-84带肋钢筋接头冷挤压连接φ2210个118.1150.9246.8120.38 4-1-85带肋钢筋接头冷挤压连接φ2510个150.2056.2472.1221.84 4-1-86带肋钢筋接头冷挤压连接φ2810个182.4263.0895.8723.47 4-1-87带肋钢筋接头冷挤压连接φ3210个234.7969.16140.3625.27 4-1-88带肋钢筋接头冷挤压连接φ3610个293.2476.76189.4227.06 4-1-89带肋钢筋接头冷挤压连接φ4010个370.6783.60257.5729.50 4-1-90电渣压力焊接头φ1810个57.2730.4011.9314.94。

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