裝修工程分項(xiàng)工程材料用量計(jì)算表

1、材材料料計(jì)計(jì)算算及及費(fèi)費(fèi)用用分分項(xiàng)項(xiàng)工工程程名名稱稱工工程程單單位位工工程程量量用用料料名名稱稱區(qū)區(qū)域域投投影影面面積積規(guī)規(guī)格格材材料料單單位位區(qū)區(qū)域域名名稱稱長(zhǎng)長(zhǎng)(M)(M)寬寬(M)(M)周周長(zhǎng)長(zhǎng)(M)(M)面面積積(M(M2 2) )輕鋼龍骨石膏板吊頂(造型)M21015.87承重龍骨（卡式）27*35*3000條付龍骨50*18*3000條吊桿（全牙絲桿）8條螺母8個(gè)拉爆8個(gè)石膏板專用自功螺絲3*25粒石膏板1220*2440塊木方1015.871015.8730*40M燈槽M180大心板1220*2440*15塊白乳膠15KG/桶桶直釘F30合輕鋼龍骨鋁扣板吊頂(600*600)M2

2、1545.14主龍骨50*12*3000條三角型夾骨30*30*3000條邊角20*20*3000M0000合合計(jì)計(jì)1545.141545.14吊桿（全牙絲桿）8條螺母8個(gè)拉爆8個(gè)主龍骨吊勾50型個(gè)副龍吊片配套個(gè)鋁扣板600*600塊輕鋼龍骨石膏板隔墻M21006.22企龍75*40*3000條天地龍75*30*3000條串心龍骨38*8*3000條石膏板1220*2440塊石膏板專用自功螺絲3*25粒爆炸絲6個(gè)24厚輕質(zhì)磚墻(含兩面沙漿)M266.73輕質(zhì)磚200*300*600個(gè)中砂中M3水泥50KG/包包石灰膏KG140厚輕質(zhì)磚墻(含兩面沙漿)M2860.99輕質(zhì)磚100*300*600

3、個(gè)中砂中M3水泥50KG/包包石灰膏KG輕鋼龍骨鋁扣板吊頂(600*600)M21545.1480厚輕質(zhì)磚墻(含兩面沙漿)M227.92輕質(zhì)磚60*300*600個(gè)中砂中M3水泥50KG/包包石灰膏KG石膏板天花、墻面膩?zhàn)尤槟z漆M25457.33膩?zhàn)臃?0KG/包包牛皮紙200米/卷M白乳膠15KG/桶桶砂紙360#張乳膠漆18KG/桶桶石膏粉20KG/包包石膏板天花、墻面膩?zhàn)淤N墻紙M2182.61膩?zhàn)臃?0KG/包包牛皮紙200米/卷M白乳膠15KG/桶桶砂紙360#張封閉漆15KG/桶桶墻紙530*10000M2地面水泥沙M310水泥50KG/包包中砂中M3地面鋪仿木紋地磚M2499.15

4、仿木紋地磚600*600M2水泥50KG/包包粗砂粗M3地面鋪仿古地磚M2103.36仿古地磚600*600M2水泥50KG/包包粗砂粗M3地面鋪仿地毯地磚M21740仿地毯地磚600*600M2水泥50KG/包包粗砂粗M3地面鋪地拋光磚M2304.66拋光磚600*600M2水泥50KG/包包粗砂粗M3地面鋪地拋光磚M2152.96拋光磚800*800M2水泥50KG/包包粗砂粗M3樓梯地面鋪步級(jí)磚M2563.43樓梯步級(jí)磚M2水泥50KG/包包粗砂粗M3地面鋪仿木紋地磚M2499.15墻面貼瓷磚M2336.57瓷磚300*600M2水泥50KG/包包細(xì)砂細(xì)M3墻面貼瓷磚地腳線M231.5瓷

5、磚腳線800*100M2水泥50KG/包包細(xì)砂細(xì)M3窗臺(tái)及地面貼灰麻石M2252.03灰麻石20厚M2水泥50KG/包包粗砂細(xì)M3門坎及地面鋪黑金砂大理石M277.3黑金砂大理石20厚M2水泥50KG/包包粗砂細(xì)M3地面鋪啡網(wǎng)大理石M225啡網(wǎng)大理石20厚M2水泥50KG/包包粗砂細(xì)M3地面鋪銹石火燒面石M23.19銹石火燒面大理石20厚M2水泥50KG/包包粗砂細(xì)M3地面鋪銹石光面石M21.32銹石光面20厚M2水泥50KG/包包粗砂細(xì)M3衛(wèi)生間墻地面防水M2400.73防水漆20KG/桶KG棕毛掃8寸個(gè)防靜電架空地板M211.64防靜電架空地板600*600*35M2天花上暗裝窗簾合(15

6、0*150)M259.45大心板1220*2440*15塊膩?zhàn)臃?0KG/包包乳膠漆18KG/桶桶軟毛掃6寸個(gè)砂紙360#張防火漆15KG/桶桶暗裝槽形木板燈箱(200+200*300)M19.6大心板1220*2440*15塊膩?zhàn)臃?0KG/包包乳膠漆18KG/桶桶軟毛掃6寸個(gè)砂紙360#張防火漆15KG/桶桶地面鋪銹石火燒面石M23.1990高不銹鋼地腳線M1377.7夾板1220*2440*9塊不銹鋼板(加工)90高折邊10M玻璃膠300g支直釘F30合軟包墻面M290.6軟包布M2海棉15厚M2U型釘合直釘F30合夾板1220*2440*12塊夾板1220*2440*9塊實(shí)木線條20*

7、5M墻面貼圖M227.37大心板1220*2440*15塊圖布M2直釘F30合白乳膠15KG/桶桶用用量量( (小小數(shù)數(shù)進(jìn)進(jìn)一一) )系系數(shù)數(shù)單單價(jià)價(jià)總總價(jià)價(jià)備備注注406.3480.41248761320.6311.39 118861320.6311.333962 按1.5米算4093.95613.10.09 368.51452.69411.11145328444.36280.03 853.3406.3480.432 130031523.8051.523048360.213849683.60.0286 309.616.20.097 113.4463.5420.3125563772.570.5

8、1184982317.711.536953材材料料計(jì)計(jì)算算及及費(fèi)費(fèi)用用1545.14134635 按1.5米算4789.9343.10.05 239.51699.6541.1117001622.3971.050.2 324.52781.2521.80.05 139.14635.42315.0069531 0.7厚885.47360.8812 10626301.8660.392717251.5550.2582012 串三層674.16740.6732 2157336223.92360.0310871308.0861.30.5654400.3861144042.869390.043100 286.

9、9按M7.5配比14.68060.2225367269.722664.0420.5 134.95165.9468 4132832.717620.0381003272按M7.5配比172.1980.22543052582.9730.51291167.5264.5 753.80.83760.03100 83.76按M7.5配比5.02560.1825 125.669.82.50.534.9545.7330.125 136439823.1941.80.03 294.754.57330.017540931091.4660.20.3538281.859950.015135 1105154.57330.0

10、145245627.39150.1525 684.8328.6981.80.03 9.8611.82610.017513736.5220.20.35 12.782.739150.015120 328.7219.1321.291972505251250111.11001100524.10751.0590 47170 30厚砂漿層64.88950.1325162219.9660.041102196108.5281.05909768 30厚砂漿層13.43680.1325 335.94.13440.04110 454.818271.0590 2E+05 30厚砂漿層226.20.1325565569

11、.60.041107656319.8931.0590 28790 30厚砂漿層39.60580.1325 990.112.18640.041101341160.6081.05120 19273 30厚砂漿層19.88480.1325 497.16.11840.04110673591.60151.05120 70992 30厚砂漿層73.24590.1325183122.53720.041102479353.39851.0565 2297177.41110.232519353.36570.01100 336.633.0751.0510033087.2450.2325 181.10.3150.01

12、10031.5259.59091.03200 5191857.96690.232514492.52030.0110025281.1651.05200 1623317.7790.2325 444.50.7730.0110077.326.251.0520052505.750.2325 143.80.250.01100253.34951.05200 669.90.73370.2325 18.340.03190.011003.191.3861.05200 277.20.30360.23257.590.01320.011001.32240.4380.613312612.02190.038 96.1811.98921.032402877 向利28.53950.1113839388.561850.033252141.297250.005135 175.15.1890.026 31.1325.9450.10.35 9.0812.59450.0170 181.65.880.3138 811.41.1760.062529.40.1960.01135 26.460.3920.026 2.3522.940.150.35 1.0290.3920.0270 27.4444.08640.0327834391446.5851.0525 361