(重庆)某变电站110kV送电线路工程预算书1

1、单位工程预算表, XXX变电站至XXXX工业硅110kV送电线路工程 ,金额单位：元,第611页序号,定额编号,项目名称及规格,单位,数量,单 价,合 价,安装费,其 中,安装费,其 中,人工费,材料费,机械费,人工费,材料费,机械费一,工地运输,(一),人力运输,1,5C0012,电焊塔材，运距500m以内,10tkm,1.97 ,730.62,730.62,1439.5 ,1439.52 ,2,5C0014,线材件重700kg内,500m以内,10tkm,0.08 ,1083.63,1083.63,84.7 ,84.66 ,3,5C0016,线材件重2000kg内,500m以内,10tkm

2、,0.34 ,1387.44,1387.44,473.8 ,473.82 ,小 计,1998.0 ,1998.0 ,地形增加系数,%,117,4335.7 ,4335.7 ,4,5C0018,金具，绝缘子，零材等,10tkm,0.35 ,450.18,450.18,157.96 ,157.96 ,5,5C0019,砂、石、水泥、碎石,10tkm,40.55 ,369,369,14962.81 ,14962.81 ,小 计,15120.78 ,15120.78 ,地形增加系数,%,76.00 ,26612.57 ,26612.57 ,合计,30948.2 ,30948.2 ,(二),汽车运输,1

3、,5C0167,塔材装卸,10t,4.93 ,614.32,102.46,511.86,3025.95 ,504.69 ,0.00 ,2521.26 2,5C0171,线材件重700kg内装卸,10t,0.20 ,342.85,46.99,14.95,280.91,66.96 ,9.18 ,2.92 ,54.87 3,5C0173,线材件重2000kg内装卸,10t,0.85 ,379.48,58.3,14.95,306.23,323.99 ,49.77 ,12.76 ,261.45 4,5C0183,金具，绝缘子，零材装卸,10t,0.88 ,408.77,76.38,332.39,358.

4、58 ,67.00 ,0.00 ,291.58 5,5C0185,砂、石、水泥、碎石装卸,10t,135.17 ,221.47,50.18,171.29,29935.09 ,6782.60 ,0.00 ,23152.49 ,小 计,33710.6 ,7413.2 ,15.7 ,26281.6 6,5C0168,塔材运输,10tkm,9.85 ,30.18,6.4,23.78,297.3147993,63.048864,234.26593537,5C0174,线材运输件重2000kg内,10tkm,3.24 ,17.72,4.43,13.29,57.35116497,14.33779124,43

5、.013373738,5C0184,金具，绝缘子，零材运输,10tkm,1.75 ,13.51,3.08,10.43,23.70265327,5.4037137,18.298939579,5C0186,砂、石、水泥、碎石运输,10tkm,202.75 ,9.48,1.72,7.76,1922.052562,348.7268362,1573.325726,小 计,2300.42118,431.5172052,0,1868.903975,地形增加系数,%,62.00 ,3726.682312,699.0578724,0,3027.624439,合 计,37437.3 ,8112.3 ,15.7 ,

6、29309.3 ,工地运输定额费小计,68385.5 ,39060.5 ,15.7 ,29309.3 二,土石方工程,(一),施工定位分坑,1,5C0213,单杆,基,39.36,5.54,33.82,0.00 ,0.00 ,0.0 ,2,5C0214,双杆,基,59.02,8.49,50.53,0.00 ,0.00 ,0.00 ,3,5C0215,直线塔,基,2,51.07,11.32,39.75,102.14 ,22.64 ,79.50 ,4,5C0216,跨越、耐张塔,基,6,61.28,18.57,42.71,367.68 ,111.42 ,256.26 ,(二),电杆、拉线塔拉线坑挖

7、填,1,5C0218,普土，3m以内,10m3,0.00 ,61.5,61.5,0.00 ,0.00 ,2,5C0221,坚土，3m以内,10m3,0.00 ,89.79,89.79,0.00 ,0.00 ,3,5C0224,松砂石，3m内,10m3,0.00 ,111.93,111.93,0.00 ,0.00 ,4,5C0235,岩石爆破，3m以内,10m3,0.00 ,485.21,381.3,103.91,0.0 ,0.00 ,0.0 ,(三),铁塔坑挖填,95.26 ,1,5C0242,普土，坑深3m内,10m3,9.53 ,63.96,63.96,609.3 ,609.30 ,0.0

8、 ,2,5C0245,坚土，坑深3m内,10m3,19.05 ,78.72,78.72,1499.8 ,1499.82 ,0.0 ,3,5C0248,松砂石，坑深3m内,10m3,7.62 ,123,123,937.4 ,937.39 ,0.0 ,4,5C0249,松砂石，坑深3m以上,10m3,11.43 ,147.6,147.6,1687.3 ,1687.29 ,0.0 ,5,5C0261,岩石爆破，3m以上,10m3,47.63 ,416.67,339.48,77.19,19846.6 ,16169.89 ,3676.7 ,(四),接地槽挖填,384.00 ,1,5C0265,接地槽挖填

9、,普土,10m3,3.84 ,35.67,35.67,136.97 ,136.97 ,2,5C0266,接地槽挖填,坚土,10m3,11.52 ,43.05,43.05,495.94 ,495.94 ,3,5C0267,接地槽挖填,松砂石,10m3,9.60 ,91.02,91.02,873.79 ,873.79 ,4,5C0269,接地槽挖填,岩石,10m3,13.44 ,483.35,282.9,200.45,6496.22 ,3802.18 ,2694.05 ,(五),尖峰及施工基面开挖,1,5C0277,坚土,10m3,0.00 ,31.98,31.98,0.00 ,0.00 ,0.0

10、0 ,2,5C0278,松砂石,10m3,5.00 ,52.89,52.89,264.45 ,264.45 ,0.00 ,3,5C0279,岩石爆破,10m3,15.00 ,217,130.38,86.52,3255.00 ,1955.70 ,1297.80 ,小 计,36572.5 ,28566.8 ,8004.3 ,0.0 ,地形增加系数,%,8.5,2428.18 ,0.00 ,土石方工程定额费小计,38999.2 ,30995.0 ,8004.3 ,0.00 三,基础工程,(一),底盘安装,1,5C0300,每基一块,每块重500kg内,10基,140.88,117.96,22.92,

11、0.00 ,0.00 ,0.00 2,5C0307,每基二块,每块重500kg内,10基,284.74,236.04,48.7,0.00 ,0.00 ,0.00 (二),拉线盘安装,0.00 1,5C0333,每块重200kg内,10块,34.96,25.09,9.87,0.00 ,0.00 ,0.00 2,5C0335,每块重500kg内,10块,93.03,79.34,13.69,0.00 ,0.00 ,0.00 (三),铺石和灌浆,1,5C0434,干铺 底坑面积6m2以上,10m3,88.56,88.56,0.00 ,0.00 ,0.00 2,5C0436,浆铺 底坑面积6m2以上,1

12、0m3,138.99,138.99,0.00 ,0.00 ,0.00 (三),现浇砼基础,300,1,5C0437,每基砼量10m3内,10m3,0.00 ,1770.97,702.23,1068.64,0.00 ,0.00 ,0.00 ,2,5C0438,每基砼量20m3内,10m3,0.00 ,1433.99,629.76,804.23,0.00 ,0.00 ,0.00 ,3,5C0439,每基砼量40m3内,10m3,11.07 ,1196.12,550.92,640.5,13243.44 ,6099.79 ,7091.62 ,4,5C0440,每基砼量40m3以上,10m3,18.93

13、 ,1099.48,489.29,605.79,4.4,20810.96 ,9261.28 ,11466.39 ,83.28 (四),基础保护帽浇制,5C0441,保护帽浇制,10基,0.80 ,1218.22,617.46,600.76,974.58 ,493.97 ,480.61 ,(五),护坡及排洪沟砌筑,1,5C0477,护坡（斜坡形）浆砌,10m3,12.00 ,238.62,238.62,2863.44 ,2863.44 ,2,5C0476,排洪沟浆砌,10m3,0.00 ,258.3,258.3,0.00 ,0.00 ,小 计,37892.41 ,18718.48 ,19038.

14、62 ,83.28 ,地形增加系数,%,17,3182.14 ,14.16 ,基础工程定额费小计,41036.67 ,21900.62 ,19038.6 ,97.44 四,杆塔工程,(一),铁塔组立,1,5C0525,螺栓式每基重量3t内,基,373.85,312.42,39.85,21.58,0.00 ,0.00 ,0.00 ,0.00 2,5C0526,螺栓式每基重量5t内,基,508.24,439.85,39.85,28.54,0.00 ,0.00 ,0.00 ,0.00 3,5C0527,螺栓式每基重量7t内,基,1,681.26,583.39,64.93,32.94,681.26 ,

15、583.39 ,64.93 ,32.94 4,5C0528,螺栓式每基重量9t内,基,7,855.63,748.83,67.92,38.88,5989.41 ,5241.81 ,475.44 ,272.16 5,5C0529,螺栓式每基重量11t内,基,1022.86,906.39,69.53,46.94,0.00 ,0.00 ,0.00 ,0.00 6,5C0530,螺栓式每基重量15t内,基,1542.67,1391.01,89.8,61.86,0.00 ,0.00 ,0.00 ,0.00 (三),拉线制作安装,1,5C0572,50mm2内楔形线夹式,10根,53.66,36.9,16.

16、76,0.00 ,0.00 ,0.00 ,2,5C0573,100mm2内楔形线夹式,10根,0.0 ,66.22,47.97,18.25,0.00 ,0.00 ,0.00 ,3,5C0574,135mm2内楔形线夹式,10根,84.3,65.19,19.11,0.00 ,0.00 ,0.00 ,(四),拉线棒防腐,0.00 ,1,5C0584,三油二麻沥青漆拉线棒,直径20mm内,10根,231.58,20.91,210.67,0.00 ,0.00 ,0.00 ,2,5C0585,三油二麻沥青漆拉线棒,直径30mm内,10根,0.0 ,413.4,23.86,389.54,0.00 ,0.0

17、0 ,0.00 ,3,5C0590,接地圆钢敷设,50m以内,10根,13.04,10.7,2.34,0.00 ,0.00 ,0.00 ,4,5C0591,接地圆钢敷设,100m以内,10根,0.0 ,17.04,14.15,2.89,0.00 ,0.00 ,0.00 ,5,5C0592,接地圆钢敷设,200m以内,10根,3.2 ,21.28,17.84,3.44,68.10 ,57.09 ,11.01 ,6,5C0593,接地圆钢敷设,300m以内,10根,0.0 ,26.35,22.26,4.09,0.00 ,0.00 ,0.00 ,小计,6738.77 ,5882.29 ,551.38

18、 ,305.10 ,地形增加系数,%,55,3235.3 ,167.81 ,杆塔工程定额费小计,10141.8 ,9117.5 ,551.4 ,472.9 五,架线工程,1,5C0609,导线/地线截面3000/70mm2m内,二根避雷线,km ,3.13,1690.33,1198.88,220.42,271.03,5290.7 ,3752.5 ,689.9 ,848.32 ,原1至3#导线换横担,km ,0.37,1690.33,1198.88,220.42,271.03,625.4 ,443.6 ,81.6 ,100.28 2,5C0622,双分裂导线跨越公路,处,2,730.89,306.39,331.54,92.96,1461.8 ,612.78 ,663.08 ,185.92 4,5C0630,双分裂导线跨越高压电力线,处,7,714.85,290.65,336.99,87.21,5004.0 ,2034.55 ,2358.9 ,610.47 5,5C0638,双分裂导线跨越低压线及弱电线,处,12,294.54,130.87,125.62,38.05,3534.5 ,1570.44 ,1507.44 ,456.60 6,调5C0638,跨越房