新建津潍高铁济南联络线“四电”工程JBSD-1标房屋及附属工程公开招标

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新建津潍高铁济南联络线“四电”工程JBSD-1标房屋及附属工程公开招标

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新建津潍高铁济南联络线“四电”工程JBSD-1标段
房建工程
劳务分包工程数量清单
编制：审核：复核：批准：
中铁武汉 (略)
新建津潍高铁济南联络线“四电”工程
JBSD-1标项目经理部
二○二四年七月
济滨高铁劳务分包招标工程量清单-房建
序号定额名称单位图纸数量I标工程数量清单II标工程数量清单备注
(略) 所小许家分区所遥墙AT所济阳牵引变电所直放站（4座）警务区中继站无线基站（4座）济阳站10kV配电所田家屯AT所商河分区所商河站10kV配电所直放站（3座）警务区（2座）中继站（2座）无线基站（4座）
1人工清槽 干土m2=SUM(E4:T4)19597.467.5391.7731.044096.*100.3572.3367.5397.472.3323.2880193.*100.35
2人工清槽 淤泥m3=SUM(E5:T5)50305016.*5030505033.*
3土方回填 2：8灰土回填m3=SUM(E6:T6)453.842703.46453.84
4土方回填 室外素土回填m3=SUM(E7:T7)1388.841185.0486.*517.*378.99339.45785.991185.04785.9964.*1035.*757.98339.45
5房心素土回填m3=SUM(E8:T8)144.8293.12133.79133.79289.6493.12
6灰土换填 3:7灰土m3=SUM(E9:T9)2761.32490.091310.21665.951617.*170.*577.44951525.171310.21324.01841.091212.*341.*577.4495
7喷射砼护坡厚8cm C20 内配钢筋Φ6.*@*50*250m2=SUM(E10:T10)1068
8垫层砼C15m3=SUM(E11:T11)25.9170.5491.4353.745.487.*9.213.3428.3791.4370.5428.374.1115.*18.413.34
9砂垫层m3=SUM(E12:T12)12.4220.9320.9324.84
10基础砼C30 条形基础m3=SUM(E13:T13)2.52.6120.9231.3968.182.612.568.1815.6962.78
11基础砼C30 独立基础m3=SUM(E14:T14)92.1432.9232.5449.3281.7681.7624.6965.0849.32
12基础梁（C30商砼）m3=SUM(E15:T15)63.054.68716.418.1618.163.511432.8
13基础砼C30 筏板基础m3=SUM(E16:T16)194.29185.01276.37185.01194.29
14砖基础 砂浆M7.5m3=SUM(E17:T17)43.52.022.361.387.4837.3910.0715.4431.092.362.0231.095.6174.7820.1415.44
15地下室钢筋制作安装t=SUM(E18:T18)12.370421.3930.73650.*1.49933.45323.2121.3923.210.*2.99866.906
16防水保护层厚40mm 防水砼C20m2=SUM(E19:T19)371.2352.64511.91352.64371.2
17隔离层m2=SUM(E20:T20)371.2352.64511.91352.64371.2
18底板卷材防水 3厚SBS防水卷材m2=SUM(E21:T21)371.2352.64511.91352.64371.2
19水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E22:T22)371.2352.64511.91352.64371.2
20混凝土墙卷材防水 3厚SBS防水卷材m2=SUM(E23:T23)251.08240.36351.27240.36251.08
21挤塑保温板保温 厚30mmm2=SUM(E24:T24)251.08240.36351.27240.36251.08
22公建主体地上钢筋制作安装t=SUM(E25:T25)31.849249.25670.10461.75451.043.616113.082.9748.52170.10449.25648.5210.787.232226.162.97
23框架结构砼C30m3=SUM(E26:T26)190.77171.91158.31697.86119.7214.0379.1626.24271.78158.31171.91271.787.2928.06158.3226.24
24剪力墙砼C30m3=SUM(E27:T27)66.7764.4280.764.4266.77
25二次结构砼C20m3=SUM(E28:T28)61.0461.3235.9763.70741333.3536.2436.8444.6835.9761.3244.689.7566.772.4836.84
26二次结构钢筋制作安装t=SUM(E29:T29)8.62524.966.56.8743.483.39936.7370.7056.2266.524.966.2262.616.798613.4740.705
27钢梯t=SUM(E30:T30)0.2620.1330.4520.3440.3390.688
28金属扶手带栏杆、栏板 高1050m=SUM(E31:T31)50.4150.41
29电渣压力焊接头个=SUM(E32:T32)310140121285221388441211408444276
30直螺纹连接 φ25个=SUM(E33:T33)648681758849629168164829116896
31砌体墙 砂浆M5m3=SUM(E34:T34)169.31103.8397.36187.11107.73238.8397.36103.83238.83215.46
32砌体墙高度超3米每增高1米 水泥砂浆M5m3=SUM(E35:T35)56.*103.8397.36187.1138.*178.*97.36103.83178.*77.*
33植筋 φ10以内个=SUM(E36:T36)174616011545145051210961340992379515451601379538421922680992
34二次结构钢筋制作安装t=SUM(E37:T37)0.740.5230.6530.910.740.911.306
35砌体墙 砂浆M5m3=SUM(E38:T38)59.2455.43149.8844.43110.86149.88
36砌体墙高度超3米每增高1米 水泥砂浆M5m3=SUM(E39:T39)14.*29.*
37水泥砂浆抹面 砂浆M5.0m2=SUM(E40:T40)1.48106.172.161.68169.36169.361.11212.344.321.68
38钢质防火门m2=SUM(E41:T41)34.7530.4830.4826.2510.082.120.2444.7330.4830.4844.737.564.220.24
39钢制防盗门m2=SUM(E42:T42)4.052.8823.463.63.65.7646.92
40成品保温防盗门m2=SUM(E43:T43)4.054.0512.154.054.05
41钢质防火门m2=SUM(E44:T44)37.0837.08
42成品木门m2=SUM(E45:T45)5.252.12.14.810.2917.642.12.117.6420.58
43铝合金平开门m2=SUM(E46:T46)3.78
44玻璃弹簧门m2=SUM(E47:T47)9.18
45金属百叶窗m2=SUM(E48:T48)13.513.517.113.513.5
46铝合金固定窗m2=SUM(E49:T49)3.6
47断桥铝合金平开窗m2=SUM(E50:T50)17.8219.866.7540.9540.9539.7213.5
48救援窗m2=SUM(E51:T51)2.72.72.72.72.7
49塑钢窗m2=SUM(E52:T52)28.3528.3528.3528.35
50防火窗m2=SUM(E53:T53)24.32.72.742.1228.82.72.728.8
51纱窗m2=SUM(E54:T54)24.2123.62523.62534.479.933.37537.23523.62523.62537.23519.866.75
52安全 (略) m2=SUM(E55:T55)48.4247.2547.2551.8419.866.7525.9247.2547.2525.9239.7213.5
53塑钢平开窗纱窗m2=SUM(E56:T56)17.8219.866.7540.9540.9539.7213.5
54塑钢中空玻璃固定窗m2=SUM(E57:T57)9.72
55塑钢中空玻璃推拉窗m2=SUM(E58:T58)4.324.32
56预埋铁件t=SUM(E59:T59)1.210.792.5560.7861.211
57石材窗台板m2=SUM(E60:T60)8.3713.0513.0520.794.0021.3515.1213.0513.0515.128.0042.7
58水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E61:T61)8.3713.0513.0520.794.0021.3515.1213.0513.0515.128.0042.7
59块料镶贴墙柱面m2=SUM(E62:T62)15.5548.*108.68108.6896.*
60贴砖内墙柱面抹灰m2=SUM(E63:T63)15.5548.*108.68108.6896.*
61涂膜防水m2=SUM(E64:T64)15.55
62砌 (略) 加固m2=SUM(E65:T65)115.65
63内墙面乳胶漆二道m2=SUM(E66:T66)816.85897.67879.46172.68220.74336.25555.521298.48897.671298.48129.51441.48672.5555.52
64乳胶漆内墙柱面抹灰二道m2=SUM(E67:T67)879.46336.251298.481298.48672.5
65内墙面满刮腻子二遍m2=SUM(E68:T68)1030.92897.67847.84879.46172.68453.63336.251298.48847.841298.48129.51907.26672.5
66乳胶漆内墙柱面抹灰一道m2=SUM(E69:T69)1030.92897.67172.68220.74388.12132.03388.12129.51441.48
67砌 (略) 加固m2=SUM(E70:T70)1030.92897.67847.84172.68847.84129.51
68外墙面真石漆m2=SUM(E71:T71)773.83728.981038.46194.12380.97460.281254.16728.98773.831254.16145.59761.94460.28
69外墙抹灰 真石漆面m2=SUM(E72:T72)1038.46
70外墙普通涂料m2=SUM(E73:T73)232.89465.78
71外墙抹灰 涂料面m2=SUM(E74:T74)232.89465.78
72外墙真石漆m2=SUM(E75:T75)896.6
73砌 (略) 加固m2=SUM(E76:T76)896.6
74外墙面抹灰m2=SUM(E77:T77)896.6
75水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E78:T78)62.4862.48
76砼垫层 C15m3=SUM(E79:T79)0.9440.944
77水泥基自流坪地面m2=SUM(E80:T80)147.81135.36309.*523.33541.505135.36147.81232.*
78细石砼找平厚40mm C20m2=SUM(E81:T81)147.81135.36309.*523.33541.505135.36147.81232.*
79砼垫层 C15m3=SUM(E82:T82)5.91245.414412.*20.933221.66025.41445.91249.*
80地砖楼地面m2=SUM(E83:T83)559.3625145.592132.6277.18537.454495.28270.34151.8476263.635132.6145.592263.63528.0908190.56540.68151.8476
81水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E84:T84)11.*2.*2.6525.54370.*1.90565.40683.*5.27272.6522.*5.27270.*3.811210.81363.*
82砼垫层 C15m3=SUM(E85:T85)55.*14.559213.2627.71853.*9.52827.03415.*26.363513.2614.559226.36352.*19.05654.06815.*
83涂膜防水m2=SUM(E86:T86)10.82102.53102.53
84砼垫层 C15m3=SUM(E87:T87)33.6635.04810.825.22665.2266
85细石砼找平厚30mm C20m2=SUM(E88:T88)84.1493.4937.499.9102.5393.49102.5328.05199.8
86细石砼面层厚30mm C20m2=SUM(E89:T89)66.8283.4277.42277.42283.4
87隔离层m2=SUM(E90:T90)66.8283.4277.42277.42283.4
88架空防静电活动地板m2=SUM(E91:T91)256.117535.5328.05139.82537.4544179.32126.950490.58528.0535.5390.58528.0908358.64126.9504
89地面屏蔽层安装m2=SUM(E92:T92)256.117535.5328.05139.82537.4544179.32126.950490.58528.0535.5390.58528.0908358.64126.9504
90水泥砂浆踢脚线m2=SUM(E93:T93)18.117.626.3243.0217.618.143.02
91块料踢脚线m2=SUM(E94:T94)31.6787.98.719.421.4154.5821.1619.098.77.919.092.82109.1621.16
92金属踢脚线m2=SUM(E95:T95)3.212.69.2940.16100.46.072.63.216.0730.12200.8
93天棚乳胶漆二道m2=SUM(E96:T96)95.955604.81440.69583.6837.454410.6875199.18676.161440.69604.81676.16128.090821.375199.18
94天棚满刮腻子二遍m2=SUM(E97:T97)95.955604.81440.69583.6837.454410.6875199.18676.161440.69604.81676.16128.090821.375199.18
95天棚抹灰m2=SUM(E98:T98)95.955604.81440.69583.6837.454410.6875199.18676.161440.69604.81676.16128.090821.375199.18
96装饰石膏板吊顶 3m＜H≤6mm2=SUM(E99:T99)186.287573.7978.54209.43590.92255.8178.5473.79181.84511.62
97矿棉吸音板板吊顶 3m＜H≤6mm2=SUM(E100:T100)213.1235.5327.54233.0427.5435.53233.04
98铝单板吊顶m2=SUM(E101:T101)10.54
99铝扣板吊顶m2=SUM(E102:T102)1122.6822.6822
100涂料屋面m2=SUM(E103:T103)619.02474.44434.34262.73294.76434.34474.44294.76525.46
101卷材防水 3+4厚SBS防水卷材m2=SUM(E104:T104)474.44434.34339.35294.76434.34474.44294.76678.7
102水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E105:T105)474.44434.34262.73294.76434.34474.44294.76525.46
103高阻燃型挤塑板XPS保温厚60mm B1级m2=SUM(E106:T106)434.34261.56221.63294.76261.56434.34294.76443.26
104无机轻集料保温砂浆 Ⅰ型m2=SUM(E107:T107)474.44434.34262.73294.76434.34474.44294.76525.46
105细石砼面层厚30mm C20m2=SUM(E108:T108)427.68
106隔离层m2=SUM(E109:T109)427.68
107卷材防水 3+4厚SBS防水卷材m2=SUM(E110:T110)427.68
108水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E111:T111)427.68
109高阻燃型挤塑板XPS保温厚60mm B1级m2=SUM(E112:T112)427.68
110无机轻集料保温砂浆 Ⅰ型m2=SUM(E113:T113)427.6864.5248.39
111瓦屋面m2=SUM(E114:T114)101.56264.676.17264.6
112卷材防水 3+4厚SBS防水卷材m2=SUM(E115:T115)264.6264.6
113卷材防水 3厚SBS防水卷材m2=SUM(E116:T116)1420.74101.5676.17
114水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E117:T117)619.02101.56264.676.17264.6
115高阻燃型挤塑板XPS保温厚60mm B1级m2=SUM(E118:T118)566.7264.52264.648.39264.6
116无机轻集料保温砂浆 Ⅰ型m2=SUM(E119:T119)619.02
117隔离层m2=SUM(E120:T120)101.5676.17
118瓦屋面m2=SUM(E121:T121)139.27278.54
119 (略) 片安装m2=SUM(E122:T122)139.27278.544
120细石砼找平厚30mm C20m2=SUM(E123:T123)139.27278.54
121卷材防水 3厚SBS防水卷材m2=SUM(E124:T124)278.54557.08
122水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E125:T125)139.27278.54
123高阻燃型挤塑板XPS保温厚60mm B1级m2=SUM(E126:T126)139.27278.54
124UPVC排水管及管件安装DN100m=SUM(E127:T127)3939
125水簸箕个=SUM(E128:T128)6610163101646641262016
126UPVC排水管及管件安装DN100m=SUM(E129:T129)26.139396962.41428.867.294.8393994.846.82857.667.2
127水簸箕个=SUM(E130:T130)88121016361646641261216
128岩棉板厚40mm 二级防火 立面m2=SUM(E131:T131)65.5263.25737.0441.163.265.5227.7882.2
129高阻燃型挤塑板XPS保温厚60mm B1级m2=SUM(E132:T132)402.94538.79514.93626.09229.56168.77396.45479.08958.91514.93538.79958.91172.17337.54792.9479.08
130岩棉板厚40mm 二级防火 立面m2=SUM(E133:T133)53.4625.42
131卷材防水 3厚SBS防水卷材m2=SUM(E134:T134)11.7867.3767.3723.56
132卷材防水 3厚SBS防水卷材m2=SUM(E135:T135)201.9279.6579.65403.84
133憎水膨珠保温砂浆 厚25mmm2=SUM(E136:T136)79.6579.65
134高阻燃型挤塑板XPS保温厚60mm B1级m2=SUM(E137:T137)26.4516.6431.5612.4831.56
135卷材防水 3厚SBS防水卷材m2=SUM(E138:T138)26.4557.5614.285.6714.28
136砼散水厚100mm C20m2=SUM(E139:T139)149.2128122.62161.763.9259.09108.95177.6499.4122.627.6899.447.94118.18217.9177.64
137基础3:7灰土及砂石换填m3=SUM(E140:T140)29.8419.236.7867.*36.78619.25.*
138石材台阶面层m2=SUM(E141:T141)28.534.884.6739.5225.889.733.734.954.674.884.9519.4119.467.46
139基础3:7灰土及砂石换填m3=SUM(E142:T142)8.561.381.4017.7642.9110.1191.4011.385.8235.8220.238
140砼坡道厚100mm C20m2=SUM(E143:T143)13.3399.499.426.66
141基础3:7灰土及砂石换填m3=SUM(E144:T144)3.9997.998
142楼梯栏杆 不锈钢栏杆 高1050m=SUM(E145:T145)180.34112.18112.18
143防鼠板制作安装m2=SUM(E146:T146)2732.15
144防滑条m=SUM(E147:T147)67.4567.45
145PPR给水管及管件de20m=SUM(E148:T148)1515151537
146PPR给水管及管件de25m=SUM(E149:T149)3839444487
147PPR给水管及管件de32m=SUM(E150:T150)303360
148PPR给水管及管件de40m=SUM(E151:T151)67137
149PPR给水管及管件de50m=SUM(E152:T152)4191
150球墨铸铁管及管件（DN80）安装m=SUM(E153:T153)565530
151闸阀及配件（DN40）安装个=SUM(E154:T154)1
152闸阀及配件（DN25）安装个=SUM(E155:T155)1
153闸阀及配件（DN50）安装个=SUM(E156:T156)81020
154闸阀及配件（DN65）安装个=SUM(E157:T157)36
155闸阀及配件（DN80）安装个=SUM(E158:T158)2
156闸阀及配件（DN150）安装个=SUM(E159:T159)2
157静音式止回阀DN32个=SUM(E160:T160)1
158UPVC排水管及管件安装DN75m=SUM(E161:T161)52104
159SC镀锌钢管(DN80mm)安装m=SUM(E162:T162)816
160SC镀锌钢管(DN100mm)安装m=SUM(E163:T163)1010
161水表及配件（DN40）安装套=SUM(E164:T164)36
162洗脸盆 普通冷水嘴组=SUM(E165:T165)1
163洗脸盆 立式冷热水组=SUM(E166:T166)48
164洗涤盆 单嘴组=SUM(E167:T167)48
165大便器蹲式自闭式冲洗 DN25套=SUM(E168:T168)714
166小便器挂斗式 自动冲洗 一联套=SUM(E169:T169)48
167地漏安装DN50个=SUM(E170:T170)369
168地漏 DN100,铸铁 (略) 框个=SUM(E171:T171)33
169地面扫除口安装DN100个=SUM(E172:T172)11
170屋面检修口个=SUM(E173:T173)64412
171管道支吊架制作安装 (含除锈、防腐）kg=SUM(E174:T174)400200200800
172普通压力表（YZ-100，0~1.0MPa）安装个=SUM(E175:T175)112
173淋浴器安装 冷热水组=SUM(E176:T176)23
174浴霸安装组=SUM(E177:T177)34
175电开水器（4KW）安装个=SUM(E178:T178)33
176出屋面烟道帽个=SUM(E179:T179)253
177成套配电箱（半周长≤1m）安装台=SUM(E180:T180)80114
178成套配电箱（半周长≤2m）安装台=SUM(E181:T181)1820
179灯具（综合）安装套=SUM(E182:T182)472514
180插座安装个=SUM(E183:T183)288405
181开关安装个=SUM(E184:T184)140160
182铜芯导线截面 2.5mm2m=SUM(E185:T185)92109240
183铜芯导线截面 4mm2m=SUM(E186:T186)25402540
184铜芯导线截面 6mm2m=SUM(E187:T187)28902580
185铜芯导线截面 10mm2m=SUM(E188:T188)47202250
186铜芯电力电缆敷设 三芯四芯 电缆截面≤35mm2m=SUM(E189:T189)60
187铜芯电力电缆敷设 五芯 电缆截面≤120mm2m=SUM(E190:T190)560530
188铜芯电力电缆敷设 五芯 电缆截面≤10mm2m=SUM(E191:T191)1680490
189铜芯电力电缆敷设 三芯四芯 电缆截面≤10mm2m=SUM(E192:T192)830815
190铜芯电力电缆敷设 五芯 电缆截面≤35mm2m=SUM(E193:T193)590530
191塑料管(de20mm)安装m=SUM(E194:T194)2040
192塑料管(de32mm)安装m=SUM(E195:T195)510
193SC镀锌钢管(DN20mm)安装m=SUM(E196:T196)56335251
194SC镀锌钢管(DN32mm)安装m=SUM(E197:T197)420350
195SC镀锌钢管(DN50mm)安装m=SUM(E198:T198)770650
196SC镀锌钢管(DN25mm)安装m=SUM(E199:T199)460230
197SC镀锌钢管(DN40mm)安装m=SUM(E200:T200)260300
198SC镀锌钢管(DN70mm)安装m=SUM(E201:T201)140140
199SC镀锌钢管(DN80mm)安装m=SUM(E202:T202)50690
200SC镀锌钢管(DN100mm)安装m=SUM(E203:T203)505525
201双排钢管脚手架 H≤5m 架体使用日期3个月内m2=SUM(E204:T204)321.38304.7458061.4125.53441208.56426304.74321.3842646.05251.06882208.56
202双排钢管脚手架 H≤10m 架体使用日期4个月内m2=SUM(E205:T205)464211.68426426423.36
203双排钢管脚手架 H≤20m 架体使用日期6个月内m2=SUM(E206:T206)353.58353.58
204垫层木模及支架安拆m2=SUM(E207:T207)125.3615.9534.7510.9649.*48.2510.9649.1415.95125.3649.148.2298.*96.510.96
205基础木模及支架安拆m2=SUM(E208:T208)52.5160.9460.651.2192.*166.43163.7617960.9452.5117938.4385.*332.86163.76
206管沟木模及支架安拆m2=SUM(E209:T209)113.16226.32
207主体结构木模及支架安拆 H≤3mm2=SUM(E210:T210)742.0790.68127.64113.8113.868.01255.28
208主体结构木模及支架安拆 3m＜H≤5mm2=SUM(E211:T211)1727.92930.61707.65551.5234.721648.95930.611727.921648.951103234.72
209主体结构木模及支架安拆 5m＜H≤8mm2=SUM(E212:T212)177.52351.43422.98422.98702.86
210剪力墙模板m2=SUM(E213:T213)414.96396.72582.54396.72414.96
211二次结构木模及支架安拆m2=SUM(E214:T214)927.56458.36265.9836.0820183.93101.76186.98458.36927.56186.9827.06402167.86101.76
212其他零星构件木模及支架安拆m2=SUM(E215:T215)537.28425.44304.01304.01850.88
213垫层砼C15m3=SUM(E216:T216)0.73323.221.46646.44
214管沟砼C30m3=SUM(E217:T217)5.811.6
215管沟砼C30m3=SUM(E218:T218)10.521
216刚性防水厚40mm 防水砂浆1:2m2=SUM(E219:T219)97.12194.24
217管沟钢筋制作安装t=SUM(E220:T220)0.3082.9690.6165.938
218站台面砼 20cmm2=SUM(E221:T221)105077.74108.87613.09624.71108.8777.74624.71
219砂垫层 10cmm2=SUM(E222:T222)105077.74108.87613.09624.71108.8777.74624.71
220基础3:7灰土及砂石换填m3=SUM(E223:T223)116.6132.66183.927187.41332.66116.61187.413
221站台面砼 20cmm2=SUM(E224:T224)221173
222基础3:7灰土及砂石换填m3=SUM(E225:T225)3079.8
223站台面砼 20cmm2=SUM(E226:T226)612.331550.04937.846746.89858.*162.45756.912232.521429.17937.841550.041429.17644.*324.91513.822232.52
224砂垫层 10cmm2=SUM(E227:T227)6746.89858.*162.45756.912232.521429.171429.17644.*324.91513.822232.52
225基础3:7灰土及砂石换填m3=SUM(E228:T228)2024.067227.073669.76428.751428.751454.146669.76
226人工挖管沟土方m3=SUM(E229:T229)94.689.4473.1157.38122.1243.4358.05176.38673.189.448691.5986.86116.1176.3
227基础3:7灰土及砂石换填m3=SUM(E230:T230)605572467.51006.5743.*267.*363.*1127.5550467.5572550557.*535.*727.*1127.5
228土方回填 室外土方夯填m3=SUM(E231:T231)1278.11208.3987.592126.21570.*565.*768.*2381.8421161.9987.591208.31161.91177.*1130.*1537.*2381.842
229垫层砼C15m3=SUM(E232:T232)22.3221.0817.15337.227.*9.9213.*42.1620.25317.15321.0820.25320.*19.8427.*42.16
230基础砼C30m3=SUM(E233:T233)60.91557.53146.815101.5375.*27.*36.*115.*55.27546.81557.53155.27556.*54.*73.*115.*
231地下室钢筋制作安装t=SUM(E234:T234)2.55292.41111.9624.25493.*1.*1.54834.*2.31661.9622.41112.31662.*2.*3.09664.*
232砖基础 砂浆M7.5m3=SUM(E235:T235)38.2136.10729.44663.45147.*16.*23.*71.*34.70529.44636.10734.70535.*33.*46.*71.*
233砖砌围墙 水泥砂浆M7.5m3=SUM(E236:T236)128.28121.2298.856213.01158.*56.*77.*240.671116.5198.856121.22116.51118.*113.*154.*240.671
234二次结构砼C20m3=SUM(E237:T237)9.19478.68397.066315.32411.4084.*5.*17.*8.34337.06638.68398.34338.5568.*11.*17.*
235二次结构钢筋制作安装t=SUM(E238:T238)0.23380.22080.17970.38960.*0.10390.*0.*0.21210.17970.22080.21210.*0.20780.*0.*
236墙体抹面 水泥砂浆M10m2=SUM(E239:T239)8.01367.56846.158613.3569.*3.*4.8615.13687.27166.15867.56847.27167.*7.*9.7215.1368
237外墙面真石漆m2=SUM(E240:T240)1015.2958.8780.216921259.6451.2615.71917.6921.2780.2958.8921.2944.7902.41231.41917.6
238刚性防水厚20mm 防水砂浆1:2m2=SUM(E241:T241)51.8448.9639.8486.464.3223.0431.4497.9247.0439.8448.9647.0448.2446.0862.8897.92
239隔离带安装m=SUM(E242:T242)21620416636026896131408196166204196201192262408
240预埋铁件t=SUM(E243:T243)0.10670.10080.0820.17780.13240.*30.06470.*0.09680.0820.10080.09680.09930.*70.12940.*
241预埋铁件t=SUM(E244:T244)0.04850.04580.03730.08090.*40.*70.*30.*0.0440.03730.04580.0440.*60.*30.*70.*
242防鼠板制作安装m2=SUM(E245:T245)726855.33312089.*3243.*13665.33355.3336865.33366.*6487.*136
243站台伸缩缝 沥青麻筋m=SUM(E246:T246)6.412.512.512.8
244垫层木模及支架安拆m2=SUM(E247:T247)43.240.833.27253.619.226.281.639.233.240.839.240.238.452.481.6
245基础木模及支架安拆m2=SUM(E248:T248)259.2244.8199.2432321.6115.2157.2489.6235.2199.2244.8235.2241.2230.4314.4489.6
246其他零星构件木模及支架安拆m2=SUM(E249:T249)73.4469.3656.44122.491.1232.6444.54138.7266.6456.4469.3666.6468.3465.2889.08138.72
247土方回填 室外土方夯填m3=SUM(E250:T250)225200
248基础3:7灰土及砂石换填m3=SUM(E251:T251)7440
249垫层砼C15m3=SUM(E252:T252)1.081.08
250检查井砼浇筑 C20m3=SUM(E253:T253)3.383.38
251检查井砼浇筑 C20m3=SUM(E254:T254)2.412.41
252检查井砼浇筑 C20m3=SUM(E255:T255)1.851.85
253现浇构件钢筋（HPB300，Φ10以内）t=SUM(E256:T256)1.161.16
254刚性防水厚20mm 防水砂浆1:2m2=SUM(E257:T257)2121170
255变电所油池盖板施工处=SUM(E258:T258)11111
256钢梯t=SUM(E259:T259)0.690.690.690.69
257基础3:7灰土及砂石换填m3=SUM(E260:T260)228.88
258管沟回填夯实m3=SUM(E261:T261)526.86
259基础砼C30m3=SUM(E262:T262)47.04
260地下室钢筋制作安装t=SUM(E263:T263)4.16
261砼垫层 C15m3=SUM(E264:T264)5.49
262砌体墙 砂浆M5m3=SUM(E265:T265)8.43
263基础砼C30m3=SUM(E266:T266)7.69
264主体结构砼C30m3=SUM(E267:T267)39.11
265公建主体地上钢筋制作安装t=SUM(E268:T268)9.415
266直螺纹连接 φ25个=SUM(E269:T269)270
267砌体墙 砂浆M5m3=SUM(E270:T270)81.95
268墙体抹面 水泥砂浆M10m2=SUM(E271:T271)81.95
269垫层木模及支架安拆m2=SUM(E272:T272)77.02
270基础木模及支架安拆m2=SUM(E273:T273)85.08
271主体结构木模及支架安拆 5m＜H≤8mm2=SUM(E274:T274)265.91
272二次结构木模及支架安拆m2=SUM(E275:T275)41.56
273人工挖管沟土方m3=SUM(E276:T276)1379.7
274基础3:7灰土及砂石换填m3=SUM(E277:T277)397.22
275砼垫层 C15m3=SUM(E278:T278)23.2345.4123.23
276管沟砼C30m3=SUM(E279:T279)95.54581.2795.54
277刚性防水厚20mm 防水砂浆1:2m2=SUM(E280:T280)826.32394.13394.13826.32
278基础木模及支架安拆m2=SUM(E281:T281)566.88280.371658.11280.37566.88
279现浇构件钢筋（HPB300，Φ10以内）t=SUM(E282:T282)2.712.71
280零星砼C20m3=SUM(E283:T283)1.5121.086.7861.081.512
281现浇构件钢筋（HPB300，Φ10以上）t=SUM(E284:T284)0.2580.2430.4160.2430.258
282铸铁盖板安装t=SUM(E285:T285)1.5121.086.7861.081.512
283卷材防水 3厚SBS防水卷材m2=SUM(E286:T286)51
284灰土回填 3:7灰土m3=SUM(E287:T287)188
285土方回填 室外土方夯填m3=SUM(E288:T288)750
286热镀锌支架制安kg=SUM(E289:T289)8
287双排钢管脚手架 H≤5m 架体使用日期3个月内m2=SUM(E290:T290)116.8
288盘扣式满堂脚手架m3=SUM(E291:T291)150
289壁式、柱式检修地沟、整体道床、挡土墙砼C30m3=SUM(E292:T292)52.5
290水泥砂浆抹面 砂浆M5.0m2=SUM(E293:T293)116.8
291壁式、柱式检修地沟、整体道床、挡土墙木模及支架安拆m2=SUM(E294:T294)279.84
292垫层木模及支架安拆m2=SUM(E295:T295)2.92
293垫层砼C15m3=SUM(E296:T296)5.6
294双排钢管脚手架 H≤5m 架体使用日期3个月内m2=SUM(E297:T297)116.8
295地下室钢筋制作安装t=SUM(E298:T298)8.5
296预埋件制作安装t=SUM(E299:T299)0.18
297异径管DN150*200个=SUM(E300:T300)1
298钢管套管安装 DN100mm个=SUM(E301:T301)1
299钢管套管安装 DN150mm个=SUM(E302:T302)1
300钢管套管安装 DN150mm个=SUM(E303:T303)3
301钢管套管安装 DN150mm个=SUM(E304:T304)1
302涂膜防水m2=SUM(E305:T305)95
303垫层木模及支架安拆m2=SUM(E306:T306)2.92
304壁式、柱式检修地沟、整体道床、挡土墙木模及支架安拆m2=SUM(E307:T307)279.84
305碎石垫层m3=SUM(E308:T308)188
306浆砌片石排水沟 水泥砂浆M7.5m3=SUM(E309:T309)23
307人工挖管沟土方m3=SUM(E310:T310)282.*188.*376.*
308管沟回填夯实m3=SUM(E311:T311)224149.*298.*
309室外承插铸铁给水管 胶圈接口 DN200mmm=SUM(E312:T312)42.*5.*
310热镀锌支架制安kg=SUM(E313:T313)85.*10.*
311检查井砼浇筑 C20m3=SUM(E314:T314)17.211.*22.*
312检查井砼浇筑 C20m3=SUM(E315:T315)6.284.*8.*
313水泥砂浆抹面 砂浆M5.0m2=SUM(E316:T316)241632
314垫层砼C15m3=SUM(E317:T317)1.91.*2.*
315双排钢管脚手架 H≤5m 架体使用日期3个月内m2=SUM(E318:T318)54.*36.*72.*
316地下室钢筋制作安装t=SUM(E319:T319)3.*2.*4.*
317垫层木模及支架安拆m2=SUM(E320:T320)1.81.22.4
318金属面油漆m2=SUM(E321:T321)0.80.*1.*
319UPVC排水管及管件安装DN100m=SUM(E322:T322)85.*10.*
320剪力墙模板m2=SUM(E323:T323)150.*100.*200.*
321钢管套管安装 DN100mm个=SUM(E324:T324)21.*2.*
322人工挖管沟土方m3=SUM(E325:T325)33.567
323管沟回填夯实m3=SUM(E326:T326)6.412.8
324检查井砼浇筑 C20m3=SUM(E327:T327)3.266.52
325零星砼C20m3=SUM(E328:T328)0.160.32
326垫层砼C15m3=SUM(E329:T329)0.40.8
327地下室钢筋制作安装t=SUM(E330:T330)0.350.7
328出屋面烟道帽个=SUM(E331:T331)12
329不锈钢栏杆安装（不带玻璃,H=1.1m）m=SUM(E332:T332)4.89.6
330预埋件制作安装t=SUM(E333:T333)0.040.08
331基础木模及支架安拆m2=SUM(E334:T334)24.2548.5
332铸铁盖板安装t=SUM(E335:T335)0.220.44
333垫层木模及支架安拆m2=SUM(E336:T336)0.751.5
334金属面油漆m2=SUM(E337:T337)5.*3.*7.*
335PE管及管件（DN80）安装m=SUM(E338:T338)248.*165.*331.*
336PE管及管件（DN150）安装m=SUM(E339:T339)347231.*462.*
337球墨铸铁管及管件（DN80）安装m=SUM(E340:T340)21.*2.*
338管道黄砂垫层m3=SUM(E341:T341)193128.*257.*
339人工挖管沟土方m3=SUM(E342:T342)1294862.*1725.*
340管沟回填夯实m3=SUM(E343:T343)1096.*730.*1461.*
341路面或站台面开挖及修复(200mm厚) C30砼m2=SUM(E344:T344)400.*267.*534.*
342壁式、柱式检修地沟、整体道床、挡土墙砼C30m3=SUM(E345:T345)10.132.*21.*43.*
343零星砼C20m3=SUM(E346:T346)3.*2.*1.*3.*
344水泥砂浆抹面 砂浆M5.0m2=SUM(E347:T347)26.*17.*34.*
345垫层砼C15m3=SUM(E348:T348)1.*0.*1.*
346地下室钢筋制作安装t=SUM(E349:T349)1.*0.*1.*
347钢管套管安装 DN150mm个=SUM(E350:T350)21.*2.*
348焊接法兰水表带旁通管及止回阀 DN150mm组=SUM(E351:T351)10.*1.*
349铸铁盖板安装t=SUM(E352:T352)2.*1.*3.*
350钢管套管安装 DN150mm个=SUM(E353:T353)21.*2.*
351零星砼C20m3=SUM(E354:T354)0.*0.*0.*
352室外承插铸铁给水管 胶圈接口 DN200mmm=SUM(E355:T355)21.*2.*
353机械挖管沟土方m3=SUM(E356:T356)9.446.*12.*
354水表及配件（DN40）安装套=SUM(E357:T357)0.*0.*0.*
355钢管套管安装 DN100mm个=SUM(E358:T358)0.*0.*0.*
356闸阀及配件（DN100）安装个=SUM(E359:T359)0.*0.*0.*
357闸阀及配件（DN65）安装个=SUM(E360:T360)0.*0.*0.*
358闸阀及配件（DN100）安装个=SUM(E361:T361)0.*0.*0.*
359钢管套管安装 DN100mm个=SUM(E362:T362)0.*0.*0.*
360钢管套管安装 DN150mm个=SUM(E363:T363)0.*0.*0.*
361球墨铸铁管及管件（DN100）安装m=SUM(E364:T364)74.*9.*
362UPVC排水管及管件安装DN150m=SUM(E365:T365)45.*30.*60.*
363管道黄砂垫层m3=SUM(E366:T366)151020
364人工挖管沟土方m3=SUM(E367:T367)203.*135.*271.*
365管沟回填夯实m3=SUM(E368:T368)184.*123.*246.*
366检查井砼浇筑 C20m3=SUM(E369:T369)9.*6.*12.*
367零星砼C20m3=SUM(E370:T370)0.660.440.88
368零星砌体 砂浆M5m3=SUM(E371:T371)0.*0.*1.*
369水泥砂浆抹面 砂浆M5.0m2=SUM(E372:T372)7.*4.*9.*
370垫层砼C15m3=SUM(E373:T373)1.*1.*2.*
371地下室钢筋制作安装t=SUM(E374:T374)1.*1.*2.*
372铸铁盖板安装t=SUM(E375:T375)42.*5.*
373 (略) 栅套=SUM(E376:T376)42.*5.*
374壁式、柱式检修地沟、整体道床、挡土墙砼C30m3=SUM(E377:T377)2.*1.*3.*
375壁式、柱式检修地沟、整体道床、挡土墙砼C30m3=SUM(E378:T378)0.*0.*0.*
376钢管套管安装 DN150mm个=SUM(E379:T379)0.*0.*0.*
377基础3:7灰土及砂石换填m3=SUM(E380:T380)12.*8.*16.*
378UPVC排水管及管件安装DN150m=SUM(E381:T381)1.*0.*1.*
第一章 新建津潍高铁济南联络线“四电”工程JBSD-1标房屋及附属工程劳务招标公告
招标条件
本次招标项目已批准，建设资金已落实，项目业主、招标人等详见招标文件，目前该项目已具备招标条件，现进行公开
招标。
二、工程概况与招标内容
本工程“四电”房屋工程包括通信基站、直放站，信号中继站，电力10kV配电所， (略) 所，牵引变电所、AT所、
分区所、警务区等四电独立生产房屋基础、主体结构、屋面、墙体及装饰装修工程，包括房屋及相关配套构筑物工程，以及
围墙范围内的附属相关工程。
1.招标内容：
I标：DK5+230至DK35+150区间的14处房屋及附属工程，共计3526.30㎡； (略) 所1处、分区所1处、AT所1处、
警务区1处、中继站1处、10KV配电所1处、直放站4处、区间基站4处。
II标：DK32+150至DK69+150区间的15处房屋及附属工程，共计4188.79㎡；其中含牵引变电所1处、分区所1处、AT
所1处、警务区2处、中继站2处、10KV配电所1处、直放站3处、区间基站4处。
2.标段划分：本工程共计两个标段
3.招标限价：I标：*.95（不含税价）
II标：*.81（不含税价）
实施地点： (略) 沿线
工期：2024年9月15日至2026年10月28日
三、投标人资格要求
本次招标要求投标人须具备：
1、具有独立法人资格；持有有效营业执照、施工安全许可证、资质证书以上证件保证时效性；
2、投标人须具备开具增值税专票资格；
3、投标人具备行政主管部门颁发的相应专业承包能力；
4、有一定工程同类施工经验。
四、招标文件的获取
4.1、购买招标文件前应在中国 (略) （www.crecgec. com）进行投标人注册（注册联系:客服热线4006
*）,平台注册及在线投标操作请参照“中国 (略) -投标人园地版块”中《投标人在线投标简易操作指
南（新门户版）》（http://www. crecgec.com/article-111-1.html）。
4.2 、凡有意参加投标者，请于2024年08月22日至2024年08月27日17:00时前在中国 (略) 对本次招标
所参与投标包件（标段）进行响应，并须同时在中国 (略) 填写投标人正确、完整的开票信息及收件人（或
委托代理人）的姓名、联系方式、电子邮箱（给投标人开具代理服务费发票（如中标））。
4.3、本次采购为电子招标，招标文件不收取标书费。
4.4、有关招标文件的补遗和答遗文件将在中国 (略) (http://**)和中国中铁采购电子
(略) （http://** ）上同时发布。
五、投标文件的递交
5.1、投标人须在开标前在中国 (略) 上传投标文件及工程量清单报价表(Excel形式)， (略) 上报价的填
写。
投标文件和报价上传的截止时间为2024年09月11日10时 00分。且投标文件必须为是盖章的扫描件，否则视为无效投标
文件，投标人应提前上传投标文件， (略) 络故障等意外导致投标无效。
5.2、逾期上传投标文件的招标人将视为无效投标。
5.3、推荐为第一中标候选人的，在收到中标通知书之后3日内，将纸质投标文件【正本1份快递寄】： (略) 东湖
新技术开 (略) 9号（关东科技园）同亨综合楼3楼中铁武汉电气 (略) （舒涛，电话：027-
*）。
【副本1份快递寄】： (略) 济阳区洼里王村999号中铁武汉电气化局集团新建津潍高铁济南联络线“四电”工程JBSD
-1标项目经理部（刘磊，电话：*）。逾期未寄出视为投标人自动放弃中标权利。其他投标人不递交纸质投标文
件。
六、发布公告的媒介
本次招标公告同时在中国 (略) (http://**)和中国 (略) （http://ww
http://** ）网站上发布。
七、开标时间和地点
开标时间：同投标截止时间；
开标地点：线上开标；
开标方式：线上开标，投标人在开标大厅查看开标过程，查询开标信息，投标人代表在开标过程中是否在开标记录上签
字都不影响开标记录的效力。
八、联系方式
招 标 人：中铁武汉电气化局集团新建津潍高铁济南联络线“四电”工程JBSD-1标项目经理部
地 址： (略) 济阳区洼里王村999号辰阳宝盛大酒店副楼
联 系 人：刘磊
电 话：*
电子邮件：*@*q.com
招标代理机构：中铁武汉电气化局 (略)
地 址： (略) 东湖新技术开 (略) 9号（关东科技园）七彩云综合楼3楼中铁武汉电气化局物资贸易有限公
司
开户名称：中铁武汉电气化局 (略)
账 号：**
开户银行：建行武汉光谷自贸区分行
联 系 人：蔡诚 027-*
电子邮件：*@*63.com
联系人：白晓英 027-* *@*63.com（请投标人将退还投标保证金的相关信息及收件邮箱地址发可编
辑的文档至该箱）
上班时间：上午8：30-12：00，下午14：00－17：30
附件1：房建专业《劳务工程量清单/招标工程量清单》
中铁武汉电气化局集团
新建津潍高铁济南联络线“四电”工程JBSD-1标项目经理部
2024年8月20日
详情见附件
(注：以下内容为附件图片识别，个别文字可能不准确，请以附件为准)
新建津潍高铁济南联络线“四电”工程JBSD-1标段
房建工程
劳务分包工程数量清单
编制：审核：复核：批准：
中铁武汉 (略)
新建津潍高铁济南联络线“四电”工程
JBSD-1标项目经理部
二○二四年七月
济滨高铁劳务分包招标工程量清单-房建
序号定额名称单位图纸数量I标工程数量清单II标工程数量清单备注
(略) 所小许家分区所遥墙AT所济阳牵引变电所直放站（4座）警务区中继站无线基站（4座）济阳站10kV配电所田家屯AT所商河分区所商河站10kV配电所直放站（3座）警务区（2座）中继站（2座）无线基站（4座）
1人工清槽 干土m2=SUM(E4:T4)19597.467.5391.7731.044096.*100.3572.3367.5397.472.3323.2880193.*100.35
2人工清槽 淤泥m3=SUM(E5:T5)50305016.*5030505033.*
3土方回填 2：8灰土回填m3=SUM(E6:T6)453.842703.46453.84
4土方回填 室外素土回填m3=SUM(E7:T7)1388.841185.0486.*517.*378.99339.45785.991185.04785.9964.*1035.*757.98339.45
5房心素土回填m3=SUM(E8:T8)144.8293.12133.79133.79289.6493.12
6灰土换填 3:7灰土m3=SUM(E9:T9)2761.32490.091310.21665.951617.*170.*577.44951525.171310.21324.01841.091212.*341.*577.4495
7喷射砼护坡厚8cm C20 内配钢筋Φ6.*@*50*250m2=SUM(E10:T10)1068
8垫层砼C15m3=SUM(E11:T11)25.9170.5491.4353.745.487.*9.213.3428.3791.4370.5428.374.1115.*18.413.34
9砂垫层m3=SUM(E12:T12)12.4220.9320.9324.84
10基础砼C30 条形基础m3=SUM(E13:T13)2.52.6120.9231.3968.182.612.568.1815.6962.78
11基础砼C30 独立基础m3=SUM(E14:T14)92.1432.9232.5449.3281.7681.7624.6965.0849.32
12基础梁（C30商砼）m3=SUM(E15:T15)63.054.68716.418.1618.163.511432.8
13基础砼C30 筏板基础m3=SUM(E16:T16)194.29185.01276.37185.01194.29
14砖基础 砂浆M7.5m3=SUM(E17:T17)43.52.022.361.387.4837.3910.0715.4431.092.362.0231.095.6174.7820.1415.44
15地下室钢筋制作安装t=SUM(E18:T18)12.370421.3930.73650.*1.49933.45323.2121.3923.210.*2.99866.906
16防水保护层厚40mm 防水砼C20m2=SUM(E19:T19)371.2352.64511.91352.64371.2
17隔离层m2=SUM(E20:T20)371.2352.64511.91352.64371.2
18底板卷材防水 3厚SBS防水卷材m2=SUM(E21:T21)371.2352.64511.91352.64371.2
19水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E22:T22)371.2352.64511.91352.64371.2
20混凝土墙卷材防水 3厚SBS防水卷材m2=SUM(E23:T23)251.08240.36351.27240.36251.08
21挤塑保温板保温 厚30mmm2=SUM(E24:T24)251.08240.36351.27240.36251.08
22公建主体地上钢筋制作安装t=SUM(E25:T25)31.849249.25670.10461.75451.043.616113.082.9748.52170.10449.25648.5210.787.232226.162.97
23框架结构砼C30m3=SUM(E26:T26)190.77171.91158.31697.86119.7214.0379.1626.24271.78158.31171.91271.787.2928.06158.3226.24
24剪力墙砼C30m3=SUM(E27:T27)66.7764.4280.764.4266.77
25二次结构砼C20m3=SUM(E28:T28)61.0461.3235.9763.70741333.3536.2436.8444.6835.9761.3244.689.7566.772.4836.84
26二次结构钢筋制作安装t=SUM(E29:T29)8.62524.966.56.8743.483.39936.7370.7056.2266.524.966.2262.616.798613.4740.705
27钢梯t=SUM(E30:T30)0.2620.1330.4520.3440.3390.688
28金属扶手带栏杆、栏板 高1050m=SUM(E31:T31)50.4150.41
29电渣压力焊接头个=SUM(E32:T32)310140121285221388441211408444276
30直螺纹连接 φ25个=SUM(E33:T33)648681758849629168164829116896
31砌体墙 砂浆M5m3=SUM(E34:T34)169.31103.8397.36187.11107.73238.8397.36103.83238.83215.46
32砌体墙高度超3米每增高1米 水泥砂浆M5m3=SUM(E35:T35)56.*103.8397.36187.1138.*178.*97.36103.83178.*77.*
33植筋 φ10以内个=SUM(E36:T36)174616011545145051210961340992379515451601379538421922680992
34二次结构钢筋制作安装t=SUM(E37:T37)0.740.5230.6530.910.740.911.306
35砌体墙 砂浆M5m3=SUM(E38:T38)59.2455.43149.8844.43110.86149.88
36砌体墙高度超3米每增高1米 水泥砂浆M5m3=SUM(E39:T39)14.*29.*
37水泥砂浆抹面 砂浆M5.0m2=SUM(E40:T40)1.48106.172.161.68169.36169.361.11212.344.321.68
38钢质防火门m2=SUM(E41:T41)34.7530.4830.4826.2510.082.120.2444.7330.4830.4844.737.564.220.24
39钢制防盗门m2=SUM(E42:T42)4.052.8823.463.63.65.7646.92
40成品保温防盗门m2=SUM(E43:T43)4.054.0512.154.054.05
41钢质防火门m2=SUM(E44:T44)37.0837.08
42成品木门m2=SUM(E45:T45)5.252.12.14.810.2917.642.12.117.6420.58
43铝合金平开门m2=SUM(E46:T46)3.78
44玻璃弹簧门m2=SUM(E47:T47)9.18
45金属百叶窗m2=SUM(E48:T48)13.513.517.113.513.5
46铝合金固定窗m2=SUM(E49:T49)3.6
47断桥铝合金平开窗m2=SUM(E50:T50)17.8219.866.7540.9540.9539.7213.5
48救援窗m2=SUM(E51:T51)2.72.72.72.72.7
49塑钢窗m2=SUM(E52:T52)28.3528.3528.3528.35
50防火窗m2=SUM(E53:T53)24.32.72.742.1228.82.72.728.8
51纱窗m2=SUM(E54:T54)24.2123.62523.62534.479.933.37537.23523.62523.62537.23519.866.75
52安全 (略) m2=SUM(E55:T55)48.4247.2547.2551.8419.866.7525.9247.2547.2525.9239.7213.5
53塑钢平开窗纱窗m2=SUM(E56:T56)17.8219.866.7540.9540.9539.7213.5
54塑钢中空玻璃固定窗m2=SUM(E57:T57)9.72
55塑钢中空玻璃推拉窗m2=SUM(E58:T58)4.324.32
56预埋铁件t=SUM(E59:T59)1.210.792.5560.7861.211
57石材窗台板m2=SUM(E60:T60)8.3713.0513.0520.794.0021.3515.1213.0513.0515.128.0042.7
58水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E61:T61)8.3713.0513.0520.794.0021.3515.1213.0513.0515.128.0042.7
59块料镶贴墙柱面m2=SUM(E62:T62)15.5548.*108.68108.6896.*
60贴砖内墙柱面抹灰m2=SUM(E63:T63)15.5548.*108.68108.6896.*
61涂膜防水m2=SUM(E64:T64)15.55
62砌 (略) 加固m2=SUM(E65:T65)115.65
63内墙面乳胶漆二道m2=SUM(E66:T66)816.85897.67879.46172.68220.74336.25555.521298.48897.671298.48129.51441.48672.5555.52
64乳胶漆内墙柱面抹灰二道m2=SUM(E67:T67)879.46336.251298.481298.48672.5
65内墙面满刮腻子二遍m2=SUM(E68:T68)1030.92897.67847.84879.46172.68453.63336.251298.48847.841298.48129.51907.26672.5
66乳胶漆内墙柱面抹灰一道m2=SUM(E69:T69)1030.92897.67172.68220.74388.12132.03388.12129.51441.48
67砌 (略) 加固m2=SUM(E70:T70)1030.92897.67847.84172.68847.84129.51
68外墙面真石漆m2=SUM(E71:T71)773.83728.981038.46194.12380.97460.281254.16728.98773.831254.16145.59761.94460.28
69外墙抹灰 真石漆面m2=SUM(E72:T72)1038.46
70外墙普通涂料m2=SUM(E73:T73)232.89465.78
71外墙抹灰 涂料面m2=SUM(E74:T74)232.89465.78
72外墙真石漆m2=SUM(E75:T75)896.6
73砌 (略) 加固m2=SUM(E76:T76)896.6
74外墙面抹灰m2=SUM(E77:T77)896.6
75水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E78:T78)62.4862.48
76砼垫层 C15m3=SUM(E79:T79)0.9440.944
77水泥基自流坪地面m2=SUM(E80:T80)147.81135.36309.*523.33541.505135.36147.81232.*
78细石砼找平厚40mm C20m2=SUM(E81:T81)147.81135.36309.*523.33541.505135.36147.81232.*
79砼垫层 C15m3=SUM(E82:T82)5.91245.414412.*20.933221.66025.41445.91249.*
80地砖楼地面m2=SUM(E83:T83)559.3625145.592132.6277.18537.454495.28270.34151.8476263.635132.6145.592263.63528.0908190.56540.68151.8476
81水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E84:T84)11.*2.*2.6525.54370.*1.90565.40683.*5.27272.6522.*5.27270.*3.811210.81363.*
82砼垫层 C15m3=SUM(E85:T85)55.*14.559213.2627.71853.*9.52827.03415.*26.363513.2614.559226.36352.*19.05654.06815.*
83涂膜防水m2=SUM(E86:T86)10.82102.53102.53
84砼垫层 C15m3=SUM(E87:T87)33.6635.04810.825.22665.2266
85细石砼找平厚30mm C20m2=SUM(E88:T88)84.1493.4937.499.9102.5393.49102.5328.05199.8
86细石砼面层厚30mm C20m2=SUM(E89:T89)66.8283.4277.42277.42283.4
87隔离层m2=SUM(E90:T90)66.8283.4277.42277.42283.4
88架空防静电活动地板m2=SUM(E91:T91)256.117535.5328.05139.82537.4544179.32126.950490.58528.0535.5390.58528.0908358.64126.9504
89地面屏蔽层安装m2=SUM(E92:T92)256.117535.5328.05139.82537.4544179.32126.950490.58528.0535.5390.58528.0908358.64126.9504
90水泥砂浆踢脚线m2=SUM(E93:T93)18.117.626.3243.0217.618.143.02
91块料踢脚线m2=SUM(E94:T94)31.6787.98.719.421.4154.5821.1619.098.77.919.092.82109.1621.16
92金属踢脚线m2=SUM(E95:T95)3.212.69.2940.16100.46.072.63.216.0730.12200.8
93天棚乳胶漆二道m2=SUM(E96:T96)95.955604.81440.69583.6837.454410.6875199.18676.161440.69604.81676.16128.090821.375199.18
94天棚满刮腻子二遍m2=SUM(E97:T97)95.955604.81440.69583.6837.454410.6875199.18676.161440.69604.81676.16128.090821.375199.18
95天棚抹灰m2=SUM(E98:T98)95.955604.81440.69583.6837.454410.6875199.18676.161440.69604.81676.16128.090821.375199.18
96装饰石膏板吊顶 3m＜H≤6mm2=SUM(E99:T99)186.287573.7978.54209.43590.92255.8178.5473.79181.84511.62
97矿棉吸音板板吊顶 3m＜H≤6mm2=SUM(E100:T100)213.1235.5327.54233.0427.5435.53233.04
98铝单板吊顶m2=SUM(E101:T101)10.54
99铝扣板吊顶m2=SUM(E102:T102)1122.6822.6822
100涂料屋面m2=SUM(E103:T103)619.02474.44434.34262.73294.76434.34474.44294.76525.46
101卷材防水 3+4厚SBS防水卷材m2=SUM(E104:T104)474.44434.34339.35294.76434.34474.44294.76678.7
102水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E105:T105)474.44434.34262.73294.76434.34474.44294.76525.46
103高阻燃型挤塑板XPS保温厚60mm B1级m2=SUM(E106:T106)434.34261.56221.63294.76261.56434.34294.76443.26
104无机轻集料保温砂浆 Ⅰ型m2=SUM(E107:T107)474.44434.34262.73294.76434.34474.44294.76525.46
105细石砼面层厚30mm C20m2=SUM(E108:T108)427.68
106隔离层m2=SUM(E109:T109)427.68
107卷材防水 3+4厚SBS防水卷材m2=SUM(E110:T110)427.68
108水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E111:T111)427.68
109高阻燃型挤塑板XPS保温厚60mm B1级m2=SUM(E112:T112)427.68
110无机轻集料保温砂浆 Ⅰ型m2=SUM(E113:T113)427.6864.5248.39
111瓦屋面m2=SUM(E114:T114)101.56264.676.17264.6
112卷材防水 3+4厚SBS防水卷材m2=SUM(E115:T115)264.6264.6
113卷材防水 3厚SBS防水卷材m2=SUM(E116:T116)1420.74101.5676.17
114水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E117:T117)619.02101.56264.676.17264.6
115高阻燃型挤塑板XPS保温厚60mm B1级m2=SUM(E118:T118)566.7264.52264.648.39264.6
116无机轻集料保温砂浆 Ⅰ型m2=SUM(E119:T119)619.02
117隔离层m2=SUM(E120:T120)101.5676.17
118瓦屋面m2=SUM(E121:T121)139.27278.54
119 (略) 片安装m2=SUM(E122:T122)139.27278.544
120细石砼找平厚30mm C20m2=SUM(E123:T123)139.27278.54
121卷材防水 3厚SBS防水卷材m2=SUM(E124:T124)278.54557.08
122水泥砂浆找平厚20mm 水泥砂浆1:3m2=SUM(E125:T125)139.27278.54
123高阻燃型挤塑板XPS保温厚60mm B1级m2=SUM(E126:T126)139.27278.54
124UPVC排水管及管件安装DN100m=SUM(E127:T127)3939
125水簸箕个=SUM(E128:T128)6610163101646641262016
126UPVC排水管及管件安装DN100m=SUM(E129:T129)26.139396962.41428.867.294.8393994.846.82857.667.2
127水簸箕个=SUM(E130:T130)88121016361646641261216
128岩棉板厚40mm 二级防火 立面m2=SUM(E131:T131)65.5263.25737.0441.163.265.5227.7882.2
129高阻燃型挤塑板XPS保温厚60mm B1级m2=SUM(E132:T132)402.94538.79514.93626.09229.56168.77396.45479.08958.91514.93538.79958.91172.17337.54792.9479.08
130岩棉板厚40mm 二级防火 立面m2=SUM(E133:T133)53.4625.42
131卷材防水 3厚SBS防水卷材m2=SUM(E134:T134)11.7867.3767.3723.56
132卷材防水 3厚SBS防水卷材m2=SUM(E135:T135)201.9279.6579.65403.84
133憎水膨珠保温砂浆 厚25mmm2=SUM(E136:T136)79.6579.65
134高阻燃型挤塑板XPS保温厚60mm B1级m2=SUM(E137:T137)26.4516.6431.5612.4831.56
135卷材防水 3厚SBS防水卷材m2=SUM(E138:T138)26.4557.5614.285.6714.28
136砼散水厚100mm C20m2=SUM(E139:T139)149.2128122.62161.763.9259.09108.95177.6499.4122.627.6899.447.94118.18217.9177.64
137基础3:7灰土及砂石换填m3=SUM(E140:T140)29.8419.236.7867.*36.78619.25.*
138石材台阶面层m2=SUM(E141:T141)28.534.884.6739.5225.889.733.734.954.674.884.9519.4119.467.46
139基础3:7灰土及砂石换填m3=SUM(E142:T142)8.561.381.4017.7642.9110.1191.4011.385.8235.8220.238
140砼坡道厚100mm C20m2=SUM(E143:T143)13.3399.499.426.66
141基础3:7灰土及砂石换填m3=SUM(E144:T144)3.9997.998
142楼梯栏杆 不锈钢栏杆 高1050m=SUM(E145:T145)180.34112.18112.18
143防鼠板制作安装m2=SUM(E146:T146)2732.15
144防滑条m=SUM(E147:T147)67.4567.45
145PPR给水管及管件de20m=SUM(E148:T148)1515151537
146PPR给水管及管件de25m=SUM(E149:T149)3839444487
147PPR给水管及管件de32m=SUM(E150:T150)303360
148PPR给水管及管件de40m=SUM(E151:T151)67137
149PPR给水管及管件de50m=SUM(E152:T152)4191
150球墨铸铁管及管件（DN80）安装m=SUM(E153:T153)565530
151闸阀及配件（DN40）安装个=SUM(E154:T154)1
152闸阀及配件（DN25）安装个=SUM(E155:T155)1
153闸阀及配件（DN50）安装个=SUM(E156:T156)81020
154闸阀及配件（DN65）安装个=SUM(E157:T157)36
155闸阀及配件（DN80）安装个=SUM(E158:T158)2
156闸阀及配件（DN150）安装个=SUM(E159:T159)2
157静音式止回阀DN32个=SUM(E160:T160)1
158UPVC排水管及管件安装DN75m=SUM(E161:T161)52104
159SC镀锌钢管(DN80mm)安装m=SUM(E162:T162)816
160SC镀锌钢管(DN100mm)安装m=SUM(E163:T163)1010
161水表及配件（DN40）安装套=SUM(E164:T164)36
162洗脸盆 普通冷水嘴组=SUM(E165:T165)1
163洗脸盆 立式冷热水组=SUM(E166:T166)48
164洗涤盆 单嘴组=SUM(E167:T167)48
165大便器蹲式自闭式冲洗 DN25套=SUM(E168:T168)714
166小便器挂斗式 自动冲洗 一联套=SUM(E169:T169)48
167地漏安装DN50个=SUM(E170:T170)369
168地漏 DN100,铸铁 (略) 框个=SUM(E171:T171)33
169地面扫除口安装DN100个=SUM(E172:T172)11
170屋面检修口个=SUM(E173:T173)64412
171管道支吊架制作安装 (含除锈、防腐）kg=SUM(E174:T174)400200200800
172普通压力表（YZ-100，0~1.0MPa）安装个=SUM(E175:T175)112
173淋浴器安装 冷热水组=SUM(E176:T176)23
174浴霸安装组=SUM(E177:T177)34
175电开水器（4KW）安装个=SUM(E178:T178)33
176出屋面烟道帽个=SUM(E179:T179)253
177成套配电箱（半周长≤1m）安装台=SUM(E180:T180)80114
178成套配电箱（半周长≤2m）安装台=SUM(E181:T181)1820
179灯具（综合）安装套=SUM(E182:T182)472514
180插座安装个=SUM(E183:T183)288405
181开关安装个=SUM(E184:T184)140160
182铜芯导线截面 2.5mm2m=SUM(E185:T185)92109240
183铜芯导线截面 4mm2m=SUM(E186:T186)25402540
184铜芯导线截面 6mm2m=SUM(E187:T187)28902580
185铜芯导线截面 10mm2m=SUM(E188:T188)47202250
186铜芯电力电缆敷设 三芯四芯 电缆截面≤35mm2m=SUM(E189:T189)60
187铜芯电力电缆敷设 五芯 电缆截面≤120mm2m=SUM(E190:T190)560530
188铜芯电力电缆敷设 五芯 电缆截面≤10mm2m=SUM(E191:T191)1680490
189铜芯电力电缆敷设 三芯四芯 电缆截面≤10mm2m=SUM(E192:T192)830815
190铜芯电力电缆敷设 五芯 电缆截面≤35mm2m=SUM(E193:T193)590530
191塑料管(de20mm)安装m=SUM(E194:T194)2040
192塑料管(de32mm)安装m=SUM(E195:T195)510
193SC镀锌钢管(DN20mm)安装m=SUM(E196:T196)56335251
194SC镀锌钢管(DN32mm)安装m=SUM(E197:T197)420350
195SC镀锌钢管(DN50mm)安装m=SUM(E198:T198)770650
196SC镀锌钢管(DN25mm)安装m=SUM(E199:T199)460230
197SC镀锌钢管(DN40mm)安装m=SUM(E200:T200)260300
198SC镀锌钢管(DN70mm)安装m=SUM(E201:T201)140140
199SC镀锌钢管(DN80mm)安装m=SUM(E202:T202)50690
200SC镀锌钢管(DN100mm)安装m=SUM(E203:T203)505525
201双排钢管脚手架 H≤5m 架体使用日期3个月内m2=SUM(E204:T204)321.38304.7458061.4125.53441208.56426304.74321.3842646.05251.06882208.56
202双排钢管脚手架 H≤10m 架体使用日期4个月内m2=SUM(E205:T205)464211.68426426423.36
203双排钢管脚手架 H≤20m 架体使用日期6个月内m2=SUM(E206:T206)353.58353.58
204垫层木模及支架安拆m2=SUM(E207:T207)125.3615.9534.7510.9649.*48.2510.9649.1415.95125.3649.148.2298.*96.510.96
205基础木模及支架安拆m2=SUM(E208:T208)52.5160.9460.651.2192.*166.43163.7617960.9452.5117938.4385.*332.86163.76
206管沟木模及支架安拆m2=SUM(E209:T209)113.16226.32
207主体结构木模及支架安拆 H≤3mm2=SUM(E210:T210)742.0790.68127.64113.8113.868.01255.28
208主体结构木模及支架安拆 3m＜H≤5mm2=SUM(E211:T211)1727.92930.61707.65551.5234.721648.95930.611727.921648.951103234.72
209主体结构木模及支架安拆 5m＜H≤8mm2=SUM(E212:T212)177.52351.43422.98422.98702.86
210剪力墙模板m2=SUM(E213:T213)414.96396.72582.54396.72414.96
211二次结构木模及支架安拆m2=SUM(E214:T214)927.56458.36265.9836.0820183.93101.76186.98458.36927.56186.9827.06402167.86101.76
212其他零星构件木模及支架安拆m2=SUM(E215:T215)537.28425.44304.01304.01850.88
213垫层砼C15m3=SUM(E216:T216)0.73323.221.46646.44
214管沟砼C30m3=SUM(E217:T217)5.811.6
215管沟砼C30m3=SUM(E218:T218)10.521
216刚性防水厚40mm 防水砂浆1:2m2=SUM(E219:T219)97.12194.24
217管沟钢筋制作安装t=SUM(E220:T220)0.3082.9690.6165.938
218站台面砼 20cmm2=SUM(E221:T221)105077.74108.87613.09624.71108.8777.74624.71
219砂垫层 10cmm2=SUM(E222:T222)105077.74108.87613.09624.71108.8777.74624.71
220基础3:7灰土及砂石换填m3=SUM(E223:T223)116.6132.66183.927187.41332.66116.61187.413
221站台面砼 20cmm2=SUM(E224:T224)221173
222基础3:7灰土及砂石换填m3=SUM(E225:T225)3079.8
223站台面砼 20cmm2=SUM(E226:T226)612.331550.04937.846746.89858.*162.45756.912232.521429.17937.841550.041429.17644.*324.91513.822232.52
224砂垫层 10cmm2=SUM(E227:T227)6746.89858.*162.45756.912232.521429.171429.17644.*324.91513.822232.52
225基础3:7灰土及砂石换填m3=SUM(E228:T228)2024.067227.073669.76428.751428.751454.146669.76
226人工挖管沟土方m3=SUM(E229:T229)94.689.4473.1157.38122.1243.4358.05176.38673.189.448691.5986.86116.1176.3
227基础3:7灰土及砂石换填m3=SUM(E230:T230)605572467.51006.5743.*267.*363.*1127.5550467.5572550557.*535.*727.*1127.5
228土方回填 室外土方夯填m3=SUM(E231:T231)1278.11208.3987.592126.21570.*565.*768.*2381.8421161.9987.591208.31161.91177.*1130.*1537.*2381.842
229垫层砼C15m3=SUM(E232:T232)22.3221.0817.15337.227.*9.9213.*42.1620.25317.15321.0820.25320.*19.8427.*42.16
230基础砼C30m3=SUM(E233:T233)60.91557.53146.815101.5375.*27.*36.*115.*55.27546.81557.53155.27556.*54.*73.*115.*
231地下室钢筋制作安装t=SUM(E234:T234)2.55292.41111.9624.25493.*1.*1.54834.*2.31661.9622.41112.31662.*2.*3.09664.*
232砖基础 砂浆M7.5m3=SUM(E235:T235)38.2136.10729.44663.45147.*16.*23.*71.*34.70529.44636.10734.70535.*33.*46.*71.*
233砖砌围墙 水泥砂浆M7.5m3=SUM(E236:T236)128.28121.2298.856213.01158.*56.*77.*240.671116.5198.856121.22116.51118.*113.*154.*240.671
234二次结构砼C20m3=SUM(E237:T237)9.19478.68397.066315.32411.4084.*5.*17.*8.34337.06638.68398.34338.5568.*11.*17.*
235二次结构钢筋制作安装t=SUM(E238:T238)0.23380.22080.17970.38960.*0.10390.*0.*0.21210.17970.22080.21210.*0.20780.*0.*
236墙体抹面 水泥砂浆M10m2=SUM(E239:T239)8.01367.56846.158613.3569.*3.*4.8615.13687.27166.15867.56847.27167.*7.*9.7215.1368
237外墙面真石漆m2=SUM(E240:T240)1015.2958.8780.216921259.6451.2615.71917.6921.2780.2958.8921.2944.7902.41231.41917.6
238刚性防水厚20mm 防水砂浆1:2m2=SUM(E241:T241)51.8448.9639.8486.464.3223.0431.4497.9247.0439.8448.9647.0448.2446.0862.8897.92
239隔离带安装m=SUM(E242:T242)21620416636026896131408196166204196201192262408
240预埋铁件t=SUM(E243:T243)0.10670.10080.0820.17780.13240.*30.06470.*0.09680.0820.10080.09680.09930.*70.12940.*
241预埋铁件t=SUM(E244:T244)0.04850.04580.03730.08090.*40.*70.*30.*0.0440.03730.04580.0440.*60.*30.*70.*
242防鼠板制作安装m2=SUM(E245:T245)726855.33312089.*3243.*13665.33355.3336865.33366.*6487.*136
243站台伸缩缝 沥青麻筋m=SUM(E246:T246)6.412.512.512.8
244垫层木模及支架安拆m2=SUM(E247:T247)43.240.833.27253.619.226.281.639.233.240.839.240.238.452.481.6
245基础木模及支架安拆m2=SUM(E248:T248)259.2244.8199.2432321.6115.2157.2489.6235.2199.2244.8235.2241.2230.4314.4489.6
246其他零星构件木模及支架安拆m2=SUM(E249:T249)73.4469.3656.44122.491.1232.6444.54138.7266.6456.4469.3666.6468.3465.2889.08138.72
247土方回填 室外土方夯填m3=SUM(E250:T250)225200
248基础3:7灰土及砂石换填m3=SUM(E251:T251)7440
249垫层砼C15m3=SUM(E252:T252)1.081.08
250检查井砼浇筑 C20m3=SUM(E253:T253)3.383.38
251检查井砼浇筑 C20m3=SUM(E254:T254)2.412.41
252检查井砼浇筑 C20m3=SUM(E255:T255)1.851.85
253现浇构件钢筋（HPB300，Φ10以内）t=SUM(E256:T256)1.161.16
254刚性防水厚20mm 防水砂浆1:2m2=SUM(E257:T257)2121170
255变电所油池盖板施工处=SUM(E258:T258)11111
256钢梯t=SUM(E259:T259)0.690.690.690.69
257基础3:7灰土及砂石换填m3=SUM(E260:T260)228.88
258管沟回填夯实m3=SUM(E261:T261)526.86
259基础砼C30m3=SUM(E262:T262)47.04
260地下室钢筋制作安装t=SUM(E263:T263)4.16
261砼垫层 C15m3=SUM(E264:T264)5.49
262砌体墙 砂浆M5m3=SUM(E265:T265)8.43
263基础砼C30m3=SUM(E266:T266)7.69
264主体结构砼C30m3=SUM(E267:T267)39.11
265公建主体地上钢筋制作安装t=SUM(E268:T268)9.415
266直螺纹连接 φ25个=SUM(E269:T269)270
267砌体墙 砂浆M5m3=SUM(E270:T270)81.95
268墙体抹面 水泥砂浆M10m2=SUM(E271:T271)81.95
269垫层木模及支架安拆m2=SUM(E272:T272)77.02
270基础木模及支架安拆m2=SUM(E273:T273)85.08
271主体结构木模及支架安拆 5m＜H≤8mm2=SUM(E274:T274)265.91
272二次结构木模及支架安拆m2=SUM(E275:T275)41.56
273人工挖管沟土方m3=SUM(E276:T276)1379.7
274基础3:7灰土及砂石换填m3=SUM(E277:T277)397.22
275砼垫层 C15m3=SUM(E278:T278)23.2345.4123.23
276管沟砼C30m3=SUM(E279:T279)95.54581.2795.54
277刚性防水厚20mm 防水砂浆1:2m2=SUM(E280:T280)826.32394.13394.13826.32
278基础木模及支架安拆m2=SUM(E281:T281)566.88280.371658.11280.37566.88
279现浇构件钢筋（HPB300，Φ10以内）t=SUM(E282:T282)2.712.71
280零星砼C20m3=SUM(E283:T283)1.5121.086.7861.081.512
281现浇构件钢筋（HPB300，Φ10以上）t=SUM(E284:T284)0.2580.2430.4160.2430.258
282铸铁盖板安装t=SUM(E285:T285)1.5121.086.7861.081.512
283卷材防水 3厚SBS防水卷材m2=SUM(E286:T286)51
284灰土回填 3:7灰土m3=SUM(E287:T287)188
285土方回填 室外土方夯填m3=SUM(E288:T288)750
286热镀锌支架制安kg=SUM(E289:T289)8
287双排钢管脚手架 H≤5m 架体使用日期3个月内m2=SUM(E290:T290)116.8
288盘扣式满堂脚手架m3=SUM(E291:T291)150
289壁式、柱式检修地沟、整体道床、挡土墙砼C30m3=SUM(E292:T292)52.5
290水泥砂浆抹面 砂浆M5.0m2=SUM(E293:T293)116.8
291壁式、柱式检修地沟、整体道床、挡土墙木模及支架安拆m2=SUM(E294:T294)279.84
292垫层木模及支架安拆m2=SUM(E295:T295)2.92
293垫层砼C15m3=SUM(E296:T296)5.6
294双排钢管脚手架 H≤5m 架体使用日期3个月内m2=SUM(E297:T297)116.8
295地下室钢筋制作安装t=SUM(E298:T298)8.5
296预埋件制作安装t=SUM(E299:T299)0.18
297异径管DN150*200个=SUM(E300:T300)1
298钢管套管安装 DN100mm个=SUM(E301:T301)1
299钢管套管安装 DN150mm个=SUM(E302:T302)1
300钢管套管安装 DN150mm个=SUM(E303:T303)3
301钢管套管安装 DN150mm个=SUM(E304:T304)1
302涂膜防水m2=SUM(E305:T305)95
303垫层木模及支架安拆m2=SUM(E306:T306)2.92
304壁式、柱式检修地沟、整体道床、挡土墙木模及支架安拆m2=SUM(E307:T307)279.84
305碎石垫层m3=SUM(E308:T308)188
306浆砌片石排水沟 水泥砂浆M7.5m3=SUM(E309:T309)23
307人工挖管沟土方m3=SUM(E310:T310)282.*188.*376.*
308管沟回填夯实m3=SUM(E311:T311)224149.*298.*
309室外承插铸铁给水管 胶圈接口 DN200mmm=SUM(E312:T312)42.*5.*
310热镀锌支架制安kg=SUM(E313:T313)85.*10.*
311检查井砼浇筑 C20m3=SUM(E314:T314)17.211.*22.*
312检查井砼浇筑 C20m3=SUM(E315:T315)6.284.*8.*
313水泥砂浆抹面 砂浆M5.0m2=SUM(E316:T316)241632
314垫层砼C15m3=SUM(E317:T317)1.91.*2.*
315双排钢管脚手架 H≤5m 架体使用日期3个月内m2=SUM(E318:T318)54.*36.*72.*
316地下室钢筋制作安装t=SUM(E319:T319)3.*2.*4.*
317垫层木模及支架安拆m2=SUM(E320:T320)1.81.22.4
318金属面油漆m2=SUM(E321:T321)0.80.*1.*
319UPVC排水管及管件安装DN100m=SUM(E322:T322)85.*10.*
320剪力墙模板m2=SUM(E323:T323)150.*100.*200.*
321钢管套管安装 DN100mm个=SUM(E324:T324)21.*2.*
322人工挖管沟土方m3=SUM(E325:T325)33.567
323管沟回填夯实m3=SUM(E326:T326)6.412.8
324检查井砼浇筑 C20m3=SUM(E327:T327)3.266.52
325零星砼C20m3=SUM(E328:T328)0.160.32
326垫层砼C15m3=SUM(E329:T329)0.40.8
327地下室钢筋制作安装t=SUM(E330:T330)0.350.7
328出屋面烟道帽个=SUM(E331:T331)12
329不锈钢栏杆安装（不带玻璃,H=1.1m）m=SUM(E332:T332)4.89.6
330预埋件制作安装t=SUM(E333:T333)0.040.08
331基础木模及支架安拆m2=SUM(E334:T334)24.2548.5
332铸铁盖板安装t=SUM(E335:T335)0.220.44
333垫层木模及支架安拆m2=SUM(E336:T336)0.751.5
334金属面油漆m2=SUM(E337:T337)5.*3.*7.*
335PE管及管件（DN80）安装m=SUM(E338:T338)248.*165.*331.*
336PE管及管件（DN150）安装m=SUM(E339:T339)347231.*462.*
337球墨铸铁管及管件（DN80）安装m=SUM(E340:T340)21.*2.*
338管道黄砂垫层m3=SUM(E341:T341)193128.*257.*
339人工挖管沟土方m3=SUM(E342:T342)1294862.*1725.*
340管沟回填夯实m3=SUM(E343:T343)1096.*730.*1461.*
341路面或站台面开挖及修复(200mm厚) C30砼m2=SUM(E344:T344)400.*267.*534.*
342壁式、柱式检修地沟、整体道床、挡土墙砼C30m3=SUM(E345:T345)10.132.*21.*43.*
343零星砼C20m3=SUM(E346:T346)3.*2.*1.*3.*
344水泥砂浆抹面 砂浆M5.0m2=SUM(E347:T347)26.*17.*34.*
345垫层砼C15m3=SUM(E348:T348)1.*0.*1.*
346地下室钢筋制作安装t=SUM(E349:T349)1.*0.*1.*
347钢管套管安装 DN150mm个=SUM(E350:T350)21.*2.*
348焊接法兰水表带旁通管及止回阀 DN150mm组=SUM(E351:T351)10.*1.*
349铸铁盖板安装t=SUM(E352:T352)2.*1.*3.*
350钢管套管安装 DN150mm个=SUM(E353:T353)21.*2.*
351零星砼C20m3=SUM(E354:T354)0.*0.*0.*
352室外承插铸铁给水管 胶圈接口 DN200mmm=SUM(E355:T355)21.*2.*
353机械挖管沟土方m3=SUM(E356:T356)9.446.*12.*
354水表及配件（DN40）安装套=SUM(E357:T357)0.*0.*0.*
355钢管套管安装 DN100mm个=SUM(E358:T358)0.*0.*0.*
356闸阀及配件（DN100）安装个=SUM(E359:T359)0.*0.*0.*
357闸阀及配件（DN65）安装个=SUM(E360:T360)0.*0.*0.*
358闸阀及配件（DN100）安装个=SUM(E361:T361)0.*0.*0.*
359钢管套管安装 DN100mm个=SUM(E362:T362)0.*0.*0.*
360钢管套管安装 DN150mm个=SUM(E363:T363)0.*0.*0.*
361球墨铸铁管及管件（DN100）安装m=SUM(E364:T364)74.*9.*
362UPVC排水管及管件安装DN150m=SUM(E365:T365)45.*30.*60.*
363管道黄砂垫层m3=SUM(E366:T366)151020
364人工挖管沟土方m3=SUM(E367:T367)203.*135.*271.*
365管沟回填夯实m3=SUM(E368:T368)184.*123.*246.*
366检查井砼浇筑 C20m3=SUM(E369:T369)9.*6.*12.*
367零星砼C20m3=SUM(E370:T370)0.660.440.88
368零星砌体 砂浆M5m3=SUM(E371:T371)0.*0.*1.*
369水泥砂浆抹面 砂浆M5.0m2=SUM(E372:T372)7.*4.*9.*
370垫层砼C15m3=SUM(E373:T373)1.*1.*2.*
371地下室钢筋制作安装t=SUM(E374:T374)1.*1.*2.*
372铸铁盖板安装t=SUM(E375:T375)42.*5.*
373 (略) 栅套=SUM(E376:T376)42.*5.*
374壁式、柱式检修地沟、整体道床、挡土墙砼C30m3=SUM(E377:T377)2.*1.*3.*
375壁式、柱式检修地沟、整体道床、挡土墙砼C30m3=SUM(E378:T378)0.*0.*0.*
376钢管套管安装 DN150mm个=SUM(E379:T379)0.*0.*0.*
377基础3:7灰土及砂石换填m3=SUM(E380:T380)12.*8.*16.*
378UPVC排水管及管件安装DN150m=SUM(E381:T381)1.*0.*1.*
第一章 新建津潍高铁济南联络线“四电”工程JBSD-1标房屋及附属工程劳务招标公告
招标条件
本次招标项目已批准，建设资金已落实，项目业主、招标人等详见招标文件，目前该项目已具备招标条件，现进行公开
招标。
二、工程概况与招标内容
本工程“四电”房屋工程包括通信基站、直放站，信号中继站，电力10kV配电所， (略) 所，牵引变电所、AT所、
分区所、警务区等四电独立生产房屋基础、主体结构、屋面、墙体及装饰装修工程，包括房屋及相关配套构筑物工程，以及
围墙范围内的附属相关工程。
1.招标内容：
I标：DK5+230至DK35+150区间的14处房屋及附属工程，共计3526.30㎡； (略) 所1处、分区所1处、AT所1处、
警务区1处、中继站1处、10KV配电所1处、直放站4处、区间基站4处。
II标：DK32+150至DK69+150区间的15处房屋及附属工程，共计4188.79㎡；其中含牵引变电所1处、分区所1处、AT
所1处、警务区2处、中继站2处、10KV配电所1处、直放站3处、区间基站4处。
2.标段划分：本工程共计两个标段
3.招标限价：I标：*.95（不含税价）
II标：*.81（不含税价）
实施地点： (略) 沿线
工期：2024年9月15日至2026年10月28日
三、投标人资格要求
本次招标要求投标人须具备：
1、具有独立法人资格；持有有效营业执照、施工安全许可证、资质证书以上证件保证时效性；
2、投标人须具备开具增值税专票资格；
3、投标人具备行政主管部门颁发的相应专业承包能力；
4、有一定工程同类施工经验。
四、招标文件的获取
4.1、购买招标文件前应在中国 (略) （www.crecgec. com）进行投标人注册（注册联系:客服热线4006
*）,平台注册及在线投标操作请参照“中国 (略) -投标人园地版块”中《投标人在线投标简易操作指
南（新门户版）》（http://www. crecgec.com/article-111-1.html）。
4.2 、凡有意参加投标者，请于2024年08月22日至2024年08月27日17:00时前在中国 (略) 对本次招标
所参与投标包件（标段）进行响应，并须同时在中国 (略) 填写投标人正确、完整的开票信息及收件人（或
委托代理人）的姓名、联系方式、电子邮箱（给投标人开具代理服务费发票（如中标））。
4.3、本次采购为电子招标，招标文件不收取标书费。
4.4、有关招标文件的补遗和答遗文件将在中国 (略) (http://**)和中国中铁采购电子
(略) （http://** ）上同时发布。
五、投标文件的递交
5.1、投标人须在开标前在中国 (略) 上传投标文件及工程量清单报价表(Excel形式)， (略) 上报价的填
写。
投标文件和报价上传的截止时间为2024年09月11日10时 00分。且投标文件必须为是盖章的扫描件，否则视为无效投标
文件，投标人应提前上传投标文件， (略) 络故障等意外导致投标无效。
5.2、逾期上传投标文件的招标人将视为无效投标。
5.3、推荐为第一中标候选人的，在收到中标通知书之后3日内，将纸质投标文件【正本1份快递寄】： (略) 东湖
新技术开 (略) 9号（关东科技园）同亨综合楼3楼中铁武汉电气 (略) （舒涛，电话：027-
*）。
【副本1份快递寄】： (略) 济阳区洼里王村999号中铁武汉电气化局集团新建津潍高铁济南联络线“四电”工程JBSD
-1标项目经理部（刘磊，电话：*）。逾期未寄出视为投标人自动放弃中标权利。其他投标人不递交纸质投标文
件。
六、发布公告的媒介
本次招标公告同时在中国 (略) (http://**)和中国 (略) （http://ww
http://** ）网站上发布。
七、开标时间和地点
开标时间：同投标截止时间；
开标地点：线上开标；
开标方式：线上开标，投标人在开标大厅查看开标过程，查询开标信息，投标人代表在开标过程中是否在开标记录上签
字都不影响开标记录的效力。
八、联系方式
招 标 人：中铁武汉电气化局集团新建津潍高铁济南联络线“四电”工程JBSD-1标项目经理部
地 址： (略) 济阳区洼里王村999号辰阳宝盛大酒店副楼
联 系 人：刘磊
电 话：*
电子邮件：*@*q.com
招标代理机构：中铁武汉电气化局 (略)
地 址： (略) 东湖新技术开 (略) 9号（关东科技园）七彩云综合楼3楼中铁武汉电气化局物资贸易有限公
司
开户名称：中铁武汉电气化局 (略)
账 号：**
开户银行：建行武汉光谷自贸区分行
联 系 人：蔡诚 027-*
电子邮件：*@*63.com
联系人：白晓英 027-* *@*63.com（请投标人将退还投标保证金的相关信息及收件邮箱地址发可编
辑的文档至该箱）
上班时间：上午8：30-12：00，下午14：00－17：30
附件1：房建专业《劳务工程量清单/招标工程量清单》
中铁武汉电气化局集团
新建津潍高铁济南联络线“四电”工程JBSD-1标项目经理部
2024年8月20日
    
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