钢筋、砼材料节超表.xlsx

1、 青青岛岛1212标标 项项目目主主要要材材料料消消耗耗节节超超分分析析汇汇总总表表项目名称：青岛3号线土建12标填报日期：2013.6.15截止日期：2013.5.25序号 材料名称规格型号单位图纸净 用量定额用量(含合理损耗)实际消耗量节(-)超(+)量1节超率1节(-)超(+)量2节超率2采购均价（元）节(-)超(+)金额（元）备注ABCD=C-AE=D/A*100F=C-BG=F/B*100HI=H*F一 3号线围护一级钢筋6.5t16.67917.01323.2656.58639.49%6.25236.75%一级钢筋8t4.0174.0973.887-0.13-3.24%-0.21-

2、5.13%一级钢筋10t15.01915.31914.895-0.124-0.83%-0.424-2.77%一级钢筋12t85.97987.69985.484-0.495-0.58%-2.215-2.53%二级钢筋14t11.17411.39712.0570.8837.90%0.665.79%二级钢筋18t18.75419.12919.1080.3541.89%-0.021-0.11%二级钢筋20t19.12719.51020.5071.387.21%0.9975.11%二级钢筋22t218.681223.055212.707-5.974-2.73%-10.348-4.64%二 3号线主体一级

3、钢筋8t18.36618.73316.354-2.012-10.96%-2.379-12.70%一级钢筋10t123.316125.78264.127-59.189-48.00%-61.655-49.02%二级钢筋12t49.61950.61152.3352.7165.47%1.7243.41%二级钢筋14t98.064100.025100.5712.5072.56%0.5460.55%二级钢筋18t251.534256.565237.15-14.384-5.72%-19.415-7.57%二级钢筋20t12.04312.28414.3512.30819.16%2.06716.83%二级钢筋2

4、2t128.386130.954108.664-19.722-15.36%-22.29-17.02%二级钢筋25t383.911391.589398.51914.6083.81%6.931.77%二级钢筋28t240.011244.811237.056-2.955-1.23%-7.755-3.17%二级钢筋32t117.336119.683132.93715.60113.30%13.25411.07%三 换乘大厅一级钢筋6.5t0.520.5303.5853.065589.42%3.055576.42%图纸净用量数据来源请参见附表，、一级钢筋10t23.65524.12822.111-1.54

5、4-6.53%-2.017-8.36%二级钢筋14t0.7040.7181.4580.754107.10%0.74103.06%二级钢筋16t11.11911.34115.5624.44339.96%4.22137.22%二级钢筋18t13.83114.10817.753.91928.33%3.64225.82%二级钢筋20t14.91215.21015.5650.6534.38%0.3552.33%三级钢筋22t62.10563.34759.66-2.445-3.94%-3.687-5.82%三级钢筋28t11.59411.82611.8260.2322.00%00.00%四 站后区间一级钢

6、筋8t0.4670.4760.214-0.253-54.18%-0.262-55.04%图纸净用量数据来源请参见附表，、一级钢筋10t2.2392.2840.104-2.135-95.36%-2.18-95.45%一级钢筋12t33.89434.57220.177-13.717-40.47%-14.395-41.64%二级钢筋12t21.1521.57314.145-7.005-33.12%-7.428-34.43%二级钢筋14t8.9349.11316.9658.03189.89%7.85286.16%二级钢筋16t4.3974.4854.4850.0882.00%00.00%三级钢筋16t

7、3.7923.8685.5061.71445.20%1.63842.35%二级钢筋18t5.4715.5805.4720.0010.02%-0.108-1.94%二级钢筋20t7.4647.6137.6130.1492.00%00.00%三级钢筋20t103.859105.93677.572-26.287-25.31%-28.364-26.77%三级钢筋22t三级钢筋22t6.1206.242-6.120-100.00%-6.242-100.00%三级钢筋25t128.679131.253119.51-9.169-7.13%-11.743-8.95%三级钢筋28t4.6404.7334.368

8、-0.272-5.86%-0.365-7.71%三级钢筋32t38.59139.36317.046-21.545-55.83%-22.317-56.70%五 2号出入口一级钢筋10t2.3152.3611.999-0.316-13.65%-0.362-15.33%二级钢筋14t0.1160.1180.1180.0021.72%00.00%二级钢筋20t0.4960.5060.4960.0000.00%-0.01-1.98%三级钢筋22t11.00211.22210.728-0.274-2.49%-0.494-4.40%合合计计2 23 33 34 4.0 08 82 22 23 38 80 0

9、.7 76 62 22 22 20 08 8.0 00 09 9-1 12 26 6.0 07 73 3-5 5.4 40 0%-1 17 72 2.7 75 53 3-7 7.2 26 6%附：材料图纸净用量及定额用量（含合理损耗）计算表编制：审核：图纸净用量数据来源请参见附表，、序号部位名称单位一级一级一级一级二级二级二级三级二级二级三级二级三级三级三级三级分部分项钢筋汇总6.581012121416161820202222252832一一车车站站围围护护结结构构灌注桩钢筋笼t85.4491.65211.506198.449297.056冠梁t15.0197.43116.13938.589

10、挡墙t1.5319.52218.75429.807桩间喷射网片t13.5513.550支护网片t3.1292.4865.615锚杆支护3.0383.038格构柱基础t0.530.1901.0551.775小小计计1 16 6.6 67 79 94 4.0 01 17 71 15 5.0 01 19 98 85 5.9 97 79 91 11 1.1 17 74 41 18 8.7 75 54 41 19 9.1 12 27 72 21 18 8.6 68 81 13 38 89 9.4 43 30 0二二主主体体结结构构主主体体钢钢筋筋（小小计计）t t1 18 8.3 36 66 61 12

11、 23 3.3 31 16 64 49 9.6 61 19 99 98 8.0 06 64 42 25 51 1.5 53 34 41 12 2.0 04 43 31 12 28 8.3 38 86 63 38 83 3.9 91 11 12 24 40 0.0 01 11 11 11 17 7.3 33 36 61 14 42 22 2.5 58 86 6三三换换乘乘大大厅厅围围护护结结构构灌注桩钢筋笼t9.4720.70413.63257.47281.280冠梁t5.7761.284.63311.689L型挡墙t8.40711.11913.83111.59444.951喷射砼网片t0.52

12、0.520小小计计0 0.5 52 22 23 3.6 65 55 50 0.7 70 04 41 11 1.1 11 19 91 13 3.8 83 31 11 14 4.9 91 12 26 62 2.1 10 05 51 11 1.5 59 94 41 13 38 8.4 44 40 0四四站站后后区区间间灌注桩钢筋笼t33.8942.3227.46476.316105.436225.432冠梁GL1t21.15021.61622.83165.597GL2tGL3tI型挡墙t0.4672.5063.7925.92712.692L型挡墙t0.9024.3975.4714.64015.410

13、砼支撑t1.3374.1066.120.41238.59150.566小小计计0 0.4 46 67 72 2.2 23 39 93 33 3.8 89 94 42 21 1.1 15 50 08 8.9 93 34 44 4.3 39 97 73 3.7 79 92 25 5.4 47 71 17 7.4 46 64 41 10 03 3.8 85 59 96 6.1 12 20 01 12 28 8.6 67 79 94 4.6 64 40 03 38 8.5 59 91 13 36 69 9.6 69 97 7五五2 2号号出出入入口口灌注桩钢筋笼t2.3150.1160.49611.0

14、0213.929小小计计2 2.3 31 15 50 0.1 11 16 60 0.4 49 96 61 11 1.0 00 02 21 13 3.9 92 29 9合合计计t t1 17 7.1 19 99 92 22 2.8 85 50 01 16 66 6.5 54 44 41 16 69 9.4 49 92 22 21 1.1 15 50 01 11 18 8.9 99 92 21 15 5.5 51 16 63 3.7 79 92 22 28 89 9.5 59 90 05 54 4.0 04 42 21 10 03 3.8 85 59 93 34 47 7.0 06 67 77 7

15、9 9.2 22 27 75 51 12 2.5 59 90 02 25 56 6.2 24 45 51 15 55 5.9 92 27 7等级单位：kg一级钢一级钢一级钢一级钢二级钢二级钢二级钢型号6.5810121214161776.25113.843631.19322.542452.65156.532535.09291.719061.12554.9514437.3882.24站后区间钢筋笼33893.62321.811642.986288.127766.84182.121269.57站后GL1（冠梁）21149.59759.88100.78939.57207.97501.5589.161

16、52.4640.95152.4628.16站后I型挡墙467.022505.924397.46901.53站后L型挡墙901.534397.461214.1866307.8583253.753041464.44337.1880.62945.4200.3697.74407.8258.6497.7474.148884.2945418.3249砼支撑斜撑及预埋件1336.51084105.995411119.254242983.2换乘大厅挡墙8407.211119.2520换乘大厅喷射砼5201093.5757.931221.1557.932号出入口桩钢筋2314.72115.86汇总520467.0212959.960833893.621149.59 9049.585415516.66单位 t0.46712.9633.89421.159.0515.517三级钢二级钢二级钢三级钢三级钢三级钢三级钢三级钢汇总1161820202225283211817.9611817.961776.25364.57364.57113.8416140.9616140.963631.19860.8860.8322