定额及价目表格模板.doc

常见定额、 价目表、 管理费及利润资料定额编号名 称主材用量计量单位人工工日人工费材料费机械费基 价（元）企业管理费利 润综合单价（元）1-5人工挖掘沟槽（2m以内）100m40.381695.961695.961695.963.58%=60.721695.962.88%=48.841805.521-9人工挖地坑（2m以内）100m46.40 1948.80 1948.80 1948.803.58%=69.771948.802.88%=56.132074.70 1-19平整场地100m6.37267.54267.54267.563.58%=9.58267.542.88%=7.71284.83 1-20钻探及回填孔0.901t100m11.70 491.40 163.78655.18491.403.58%=17.59491.402.88%=14.15686.921-26回填扎实素土100m40.251690.50 27.64107.721825.861690.503.58%=60.521690.502.88%=48.691935.071-27回填扎实2: 8灰土16.45t100m70.24 2950.08 3017.92107.726075.722950.083.58%=105.612950.082.88%=84.966266.291-28回填扎实3: 7灰土24.67t100m70.24 2950.08 4512.16107.727569.962950.083.58%=105.612950.082.88%=84.967760.531-32单（双）轮车运土50m100m16.44690.48 690.48690.483.58%=24.72690.482.88%=19.89735.09 1-33单（双）轮车运土每增50m100m2.64 110.88 110.88110.883.58%=3.97110.882.88%=3.19118.042-1打（压）预制桩（12m以内）10m16.78704.76 88.191177.241970.191970.191.72%=33.89（1970.19+33.89）1.07%=21.442025.522-21走管式打桩机打孔, 孔深（15m以内）10m14.01 233.94 122.57587.15943.66943.661.72%=16.23（943.66+16.23）1.07%=10.27970.162-23螺旋钻机成孔（12m以内）10m18.28 682.84 106.22542.231331.291331.291.72%=22.90（1331.29+22.90）1.07%=14.491368.682-60旋挖钻机成孔10m6.04253.6881.911248.351583.941583.941.72%=27.24（1583.94+27.24）1.07%=17.241628.422-68灰土挤密桩（3: 7）2467kg10m9.57 401.94 563.41323.781289.131289.131.72%=22.17（1289.13+22.17）1.07%=14.031325.332-107其她成孔灌注混凝土, 现场搅拌【C25: 180220】11.98 m10m14.22597.242275.36395.263267.863267.861.72%=56.21（3267.86+56.21）1.07%=35.573359.642-108其她成孔灌注混凝土, 商品混凝土【C25: 同上】11.98 m10m2.2494.082275.36146.042515.482515.481.72%=43.27（2515.48+43.27）1.07%=27.382586.132-109凿桩头m7.20 302.40 302.40 302.401.72%=5.20（302.40+5.20）1.07%=3.29310.892-110桩头处理个0.701 29.44 29.4429.441.72%=0.51（29.44+0.51）1.07%=0.3230.272-111钢筋笼安放【电焊条: 一般】6.97 kgt3.11 130.62 46.32214.20 391.14 391.141.72%=6.73（391.14+6.73）1.07%=4.26402.132-112泥渣外运1000m61.30 2574.60 34433.54 37008.14 37008.141.72%=636.54（37008.14+636.54）1.07%=402.8038047.483-1砖基础【M10水泥: 2.36 m/标准砖】5.236千块10m11.79 495.18 1513.4627.862036.50 2036.505.11%=104.07（2036.50+104.07）3.11%=66.572207.143-2混水砖墙1/2砖【M5水泥: 1.95 m/标准砖】5.641千块10m20.14 845.88 1514.0123.042382.93 2382.935.11%=121.77（2382.93+121.77）3.11%=77.902582.60 3-4混水砖墙 1砖【M5水泥: 2.13 m/标准砖】5.510千块10m16.08 675.36 1626.6526.582328.59 2328.595.11%=118.99（2328.59+118.99）3.11%=76.122523.70 3-25零星砌体【M5混合: 2.11 m/标准砖】5.514千块10m29.76 1249.92 1648.0931.332929.34 2929.345.11%=149.69（292934+149.69）3.11%=95.763174.79 3-34砌体内加固筋【圆钢筋: 综合】1.030 tt22.58 948.36 3659.6548.194656.20 4656.205.11%=237.93（4656.20+237.93）3.11%=152.215046.34 3-35承重粘土多孔砖墙1/2砖【M5混合: 1.50 m】3.548千块10m14.80 621.60 2123.3917.722762.71 2762.715.11%=141.17（2762.71+141.17）3.11%=90.312994.19 3-37承重粘土多孔砖墙 1砖【M7.5混合: 1.89m】3.400千块10m12.49 524.58 2114.1922.332661.10 2661.105.11%=135.98（2661.10+135.98）3.11%=86.992884.07 3-38承重粘土多孔砖墙 1砖半【M7.5混合: 2.01 m】3.354千块10m11.27 473.34 2110.9523.752608.04 2608.04*5.11%=133.27（2608.04+133.27）*3.11%=85.252826.56 3-39非承重粘土多孔砖墙1/2砖【M5混合: 0.90 m】1.419千块10m14.83 622.86 1161.3310.63179482 1794.825.11%=91.72（1794.82+91.72）3.11%=58.671945.21 3-40非承重粘土多孔砖墙 1砖【M5混合: 1.33 m】1.360千块10m12.49 524.58 1259.0415.741799.36 1799.365.11%=91.95（1799.36+91.95）3.11%=58.821950.13 3-42多孔砖墙 1/2砖【M5混合: 1.33 m】1.813千块10m14.84 623.28 1459.0215.742098.04 2098.045.11%=107.21（2098.04+107.21）3.11%=68.582273.83 3-43多孔砖墙 1砖【M5混合: 1.46 m】1.790千块10m12.49 524.58 1466.617.23.41 .415.11%=102.63（.41+102.63）3.11%=65.652176.69 4-1C20砾石混凝土（一般）1.015 mm1.82 76.44 174.2617.73268.43 268.435.11%=13.729268.43+13.72)3.11%=8.77290.92 4-3C30砾石预应力混凝土先张法1.015mm1.47 61.74 217.5323.06302.33 302.335.11%=15.45（302.33+15.45）3.11%=9.88327.66 4-6圆钢10以内1.020tt17.34 728.28 3667.8242.194438.29 4438.295.11%=226.80（4438.29+226.80）3.11%=145.084810.17 4-7圆钢10以上1.045tt10.08 423.36 3761.9994.54279.85 4279.855.11%=218.70（4279.85+218.70）3.11=139.904638.45 4-8螺纹钢10以上, （含10）1.045tt7.84 329.28 3942.38114.324385.98 4385.985.11%=224.12（4385.98+224.12 ）3.11%=143.374753.47 4-10先张法预应力钢筋, 5以内冷拔丝1.090 tt18.62782.044622.4574.525479.015479.015.11%=279.98（5479.01+279.98）3.11%=179.105938.09B4-1C20混凝土, 非现场搅拌【泵送混凝土】1.005 mm0.5322.26190.511.36214.13214.135.11%=10.94（214.13+10.94）3.11%=7.00232.07B4-4混凝土内植钢筋, 10以内10根0.2510.5064.1420.2294.8694.86511%=4.85（94.86+4.85）3.11%=3.10102.81定额编号名 称主材用量计量单位人工工日人工费材料费机械费基 价（元）企业管理费利 润综合单价（元）4-18带形基础钢筋混凝土有梁式m0.62 26.04 40.884.4371.35 71.355.11%=3.65（71.35+3.65）3.11%=2.3377.33 4-21独立基础钢筋混凝土m0.54 22.68 47.772.9573.40 73.405.11%=3.75（73.40+3.75）3.11%=2.4079.55 4-23满堂基础无梁式m0.09 3.78 3.241.828.84 8.845.11%=0.45（8.84+0.45）3.11%=0.299.58 4-24满堂基础有梁式m0.48 20.16 16.951.9439.05 39.055.11%=2.00（39.05+2.00）3.11%=1.2842.33 4-29混凝土基础垫层m0.17 7.14 30.820.4138.37 38.375.11%=1.96（38.17+1.96）3.11%=1.2541.58 4-31矩形柱（断面周长1.8m以内）m4.27 179.34 153.8918.29351.52 351.525.11%=17.96（351.52+17.96）3.11%=11.49380.97 4-32矩形柱（断面周长1.8m以上）m2.65 111.30 83.339.72204.35 204.355.11%=10.44（204.35+10.44）3.11%=6.68221.47 4-35结构柱m2.65 111.30 62.987.78182.06 182.065.11%=9.30（182.06+9.30）3.11%=5.95197.31 4-36基础梁m2.71 113.82 107.229.98231.02 231.025.11%=11.81（231.02+11.81）3.11%=7.55250.38 4-37矩形梁m4.53 190.26 147.9517.94356.15 356.155.11%=18.20（356.15+18.20）3.11%=11.64385.99 4-39圈过梁m3.79 159.18 130.928.98299.08 299.085.11%=15.28（299.08+15.28）3.11%=9.78324.14 4-48有梁板（厚100以内）m4.20 176.40 144.5325.58346.51 346.515.11%=17.71（346.51+17.71）3.11%=11.33375.55 4-49有梁板（厚100以上）m3.94 165.48 123.3320.77309.58 309.585.11%=15.82（309.58+15.82）3.11%=10.12335.52 4-50无梁板m1.94 81.48 72.988.39162.85 162.855.11%=8.32（162.85+8.32）3.11%=5.32176.49 4-51平板（后100以内）m4.45 186.90 155.2925.03367.22 367.225.11%=18.76（367.22+18.76）3.11=12.00397.98 4-52平板（后100以上）m3.01 126.42 105.2116.84248.47 248.475.11%=12.70（248.47+12.70）3.11%=8.12269.29 4-54天沟, 挑檐, 悬挑构件m772 324.24 311.628.2664.04 664.045.11%=33.93（664.04+33.93）3.11%=21.71719.68 4-56整体楼梯（一般）10m10.32 433.44 287.0743.44763.95 763.955.11%=39.04（763.95+39.04）3.11%=24.97827.96 4-58雨篷10m7.14 299.88 226.6836.73563.29 563.295.11%=28.78（563.29+28.78）3.11%=18.41610.48 4-59整体阳台10m15.65 657.30 862.4572.451592.20 1592.205.11%=81.36（1592.20+81.36）3.11%=52.051725.61 4-60阳台底板10m7.37 309.54 261.1940.29611.02 611.025.11%=31.22（611.02+31.22）3.11%=19.97662.21 4-61圆弧, 雨篷, 阳台底板10m8.13 341.46 666.9530.991039.40 1039.405.11%=53.11（1039.40+53.11）3.11%=33.981126.49 4-62栏板10m5.64 236.88 447.8122.72707.41 707.415.11%=36.15（707.41+36.15）3.11%=23.12766.68 4-68梁板（层高超出3.6m每增加1m)m0.47 19.74 4.1310.9934.86 34.865.11%=1.78（34.86+1.78）3.11%=1.1437.78 4-69墙柱（层高超出3.6m每增加1m)m0.29 12.18 3.221.116.50 16.505.11%=0.84（16.50+0.84）3.11%=0.5417.88 4-84过梁模板（预制）m2.20 92.40 103.6992.08288.17 288.175.11%=14.73（288.17+14.73）3.11%=9.4231232 4-112预应力多孔板（厚120）m2.01 84.42 62.2562.95209.62 209.625.11%=10.71（209.62+10.71）3.11%=6.85227.18 4-160空心板座浆（厚120）【细石混凝土C30】0.80 m10m6.97 292.74 389.6718.33700.74 700.745.11%=35.81（700.74+35.81）3.11%=22.91759.46 B4-14套筒冷压10个0.4016.8078.1726.10121.07121.075.11%=6.19（121.07+6.19）3.11%=3.96131.22B4-23锥螺纹钢接头16 mm以内10个0.7933.18149.1615.62197.96197.965.11%=10.12（197.96+10.12）3.11%=6.47214.556-1预制钢筋混凝土一类构件运输1Km以内10m2.72 114.24 21.75629.53765.52 765.525.11%=39.12（765.52+39.12）3.11%=25.02829.66 6-2预制钢筋混凝土一类构件运输5Km以内10m4.24 178.08 21.75981.331181.16 1181.165.11%=60.36（1181.16+60.36）3.11%=38.611280.13 6-3预制钢筋混凝土一类构件运输10Km以内10m5.40 226.80 21.751251.551500.10 1500.105.11%=76.66（1500.10+76.66）3.11%=49.041625.80 6-7预制钢筋混凝土二类构件运输1Km以内10m2.16 90.72 28.59543.41662.72 662.725.11%=33.86（662.72+33.86）3.11%=21.66718.24 6-8预制钢筋混凝土二类构件运输5Km以内10m3.16 132.72 28.59797.00 958.31 958.315.11%=48.97（958.31+48.97）3.11%31.331038.61 6-9预制钢筋混凝土二类构件运输10Km以内10m3.92 164.64 28.59986.191179.42 1179.425.11%=60.27（1179.42+60.27）3.11%=38.551278.24 6-13预制钢筋混凝土三类构件运输1Km以内10m3.00 126.00 48.40 936.421110.82 1110.825.11%=56.75（1110.82+56.76）3.11%=36.311203.88 6-14预制钢筋混凝土三类构件运输5Km以内10m4.50 189.00 48.40 1400.631638.03 1638.035.1183.70（1638.03+83.70）3.11%=53.551775.28 6-15预制钢筋混凝土三类构件运输10Km以内10m6.30 264.60 48.40 1970.472283.47 2283.475.11%=116.69（2283.47+116.69）3.11%=74.642474.80 6-40木门窗运输 1km以内100m0.84 35.28 145.86181.14 181.145.11%=9.26（181.14+9.26）3.11%=5.92196.32 定额编号名 称主材用量计量单位人工工日人工费材料费机械费基 价（元）企业管理费利 润综合单价（元）6-41木门窗运输 5km以内100m1.24 52.08 215.32267.40 267.405.11%=13.66（267.40+13.66）3.11%=8.74289.80 6-42木门窗运输 10km以内100m1.52 63.84 263.94327.78 327.785.11%=16.75（327.78+16.75）3.11%=10.71355.24 6-86空心板安装10m8.75 367.50 199.31540.251107.06 1107.065.11%=56.57（1107.06+56.57）3.11%=36.191199.82 7-23木门框（有亮）制作1.696 m100m10.86 456.12 5446.70 70.215973.03 5973.035.11%=305.22（5973.03+305.22）3.11%=195.256473.50 7-24木门框（有亮）安装100m12.39 520.38 68.64589.02 589.025.11%=30.10（589.02+30.10）3.11%=19.25638.37 7-25木门框（无亮）制作1.545 m100m9.49 398.58 5133.7160.90 5593.19 5593.195.11%=285.81（5593.19+285.81）3.11%=182.846061.84 7-26木门框（无亮）安装100m12.67 532.14 76.06608.20 608.205.11%=31.08（608.20+31.08）3.11%=19.88659.16 7-27一般平开门, 木门扇安装100m9.74 409.08 650.21059.28 1059.285.11%=54.13（1059.28+54.13）3.11%=34.631148.04 B7-1成品木门安装100m22.38939.9618736.2919676.2519676.255.11%=1005.46（19676.25+1005.46）3.11%=643.2021324.918-1三合土垫层m1.349 56.66 100031.39158.08 158.085.11%=8.08（158.08+8.08）3.11%=5.17171.33 8-19墙基防水砂浆100m8.72 366.24 362.8822.68751.80 751.805.11%=38.42（751.80+38.42）3.11%=24.58814.80 8-20水泥砂浆找平（混凝土硬基层）【20厚1: 3】2.02 m100m8.15 342.30 423.9824.1790.38 790.385.11%=40.39（790.38+40.39）3.11%=25.84856.61 8-21水泥砂浆找平（填充材料上）【20厚1: 2.5】2.53 m100m8.36 351.12 504.1129.77885.00 885.005.11%=45.22（885.00+45.22）3.11%=28.93959.15 8-22水泥砂浆找平每增减5 mm【20厚1: 3】0.51 m100m1.4159.2287.936.38153.53153.535.11%=7.85（153.53+7.85）3.11%=5.02166.408-25素水泥浆一道（掺建筑胶）【建筑胶粉】0.101 m100m1.15 48.30 74.111.42123.83 123.835.11%=6.33（123.83+6.33）3.11%=4.05134.21 8-27混凝土散水面层（一次抹光）【C15】6.60 m100m27.90 1171.80 1370.682.092624.49 2624.495.11%=134.11（2624.49+134.11）3.11%=85.792844.39 9-23石油沥青玛蹄脂卷材二毡三油【卷材350g】237.94 m100m5.12 215.04 3158.373373.41 3373.415.11%=172.38（3373.41+172.38）3.11%=110.273656.06 9-27改性沥青卷材热熔法【APP、 SBS卷材】123.41 m100m4.56 191.52 2202.492394.01 2394.015.11%=122.33（2394.01+122.33）3.11%=78.262594.60 9-29聚氯乙烯卷材【聚氯乙烯卷材】110.22 m100m3.39 142.38 6242.786385.16 6385.165.11%=326.28（6385.16+326.28）3.11%=208.736920.17 9-30氯化聚乙烯卷材（CPE）【聚氯乙烯卷材】110.22 m100m3.39142.383055.793198.17 3198.175.11%=163.43（3198.17+163.43）3.11%=104.553466.159-37SBS弹性沥青涂膜二布五胶【胶料SBS】270.68kg100m5.12 215.04 1712.841927.88 1927.885.11%=98.51（1927.88+98.51）3.11%=63.022089.41 9-38SBS弹性沥青涂膜三布七胶【胶料SBS】321.18 kg100m7.46 313.32 2120.542433.86 2433.865.11%=124.37（2433.86+124.37）3.11%=79.562637.79 9-43非焦油聚氨酯涂膜（厚1.5mm)【防水涂料】127.37 kg100m3.27 137.34 978.891116.23 1116.235.11%=57.04（111623+57.04）3.11%=36.491209.76 9-44非焦油聚氨酯涂膜（厚2mm) 【防水涂料】127.37 kg100m3.72 156.24 1190.991347.23 1347.235.11%=68.84（1347.23+68.85）3.11%=44.041460.11 9-47水泥膨胀蛭石板10.40 m10m2.99125.581352.001477.585.11%3.11%9-48憎水膨胀珍珠岩板10.40 m10m5.28221.763702.403924.163924.165.11%=200.52（3924.16+200.52）3.11%=128.284252.969-53挤塑聚苯板【挤塑聚苯板】10.10 m10m14.95627.901818.002445.902445.905.11%=124.99（2445.90+124.99）3.11%=79.952650.849-55现浇水泥膨胀珍珠岩【珍珠岩料】10.40 m10m7.19 301.98 3666.953968.93 3968.935.11%=202.81（3968.93+202.81）3.11%=129.744301.48 9-56水泥炉渣找坡层（1:6）【水泥炉渣料】10.40 m10m7.19301.981167.001468.981468.985.11%=75.06（1468.98+75.06）3.11%=48.021592.069-74石油沥青玛蹄脂卷材二毡三油平面【卷材350g】239.78 m100m8.04 337.682790.983128.66 3128.665.11%=159.87（3128.66+159.87）3.11%=102.273390.80 9-75石油沥青玛蹄脂卷材二毡三油立面【卷材350g】239.78 m100m11.59 486.78 2902.253389.03 3389.035.11%=173.18（3389.03+173.18）3.11%=110.783672.99 9-80改性沥青卷材热熔法平面【改性沥青卷材】120.13 m100m4.71 197.82 2129.282327.10 2327.105.11%=118.91（2327.10+118.91）3.11%=76.072522.08 9-81改性沥青卷材热熔法立面【改性沥青卷材】120.13 m100m9.34 392.28 2129.732522.01 2522.015.11%=128.87（2522.01+128.87）3.11%=82.442733.32 9-88石油沥青一遍 平面【石油沥青30#】201.83kg100m1.87 78.54 894.25972.79 972.795.11%=49.71（972.79+49.71）3.11%=31.801054.30 9-92石油沥青玛蹄脂一遍 平面【石油沥青】100m1.88 78.96 928.42