初步设计概算调整前后对比表

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1、初步设计概算调整前后对比表建设项目名称：福安市溪北洋片区双阳路道路工程序号　工程或费用名称概算金额（万元）旧版新版投资概算对比　一建筑工程　　　1道路路基挖三类土（弃方）挖土方（抛运）5.015.890.882耕地填前处理2.223.661.443清除耕土（利用）（绿化带利用）3.360.68-2.684清除耕植土（弃运）31.6148.9317.325清除淤泥14.3116.031.726回填砂性土（外借砂性土）821.591234.24412.657台背回填砂31.220-31.228砂砾垫层7.6

2、80-7.689C20素砼垫层2.99　-2.9910浆砌块石挡墙（石砌挡墙）78.81133.0754.2611钢筋混泥土压顶（钢筋砼压顶）13.0717.424.3512花岗岩栏杆23.6726.963.2913三维植被网护坡94.5445.69-48.8514客土喷播草籽（护坡）（喷草籽）11.177159.8315浆砌片石护脚12.2518.756.516浆砌片石排水沟45.2749.864.5917沥青砼车行车道路面（机动车道）1117.291370.26252.9718透水砖铺装人行道100

3、.99133.8932.919花岗岩公交车站铺装6.936.15-0.7820驻足岛花岗岩铺装0.730.62-0.1121渠化岛花岗岩铺装17.1214.55-2.5722硬路肩4.745.40.6623浆砌片石基础护角7.80-7.824路缘石51.0854.012.9325涵洞1#排洪渠箱涵[2-4m*7.3m]489.87585.996.0327桥梁廉溪大桥（2*35m+4*35m预应力砼箱梁桥）3157.053666.84509.7929雨水管道D300mmHDPE增强缠绕B型管（H=1.0）

4、40.8369.3828.5530D500mm钢筋混凝土Ⅱ级管（H=3.4m）8.520-8.5231D500mmHDPE增强缠绕B型管(预埋支管，（H=3.0m）027.3627.3632D600mm钢筋混凝土Ⅱ级管（旧H=2.5m新H=3.5m）26.8470.1143.2733D800mm钢筋混凝土Ⅱ级管（旧H=3.1m新H=3.7m）23.5354.5230.9934D1000mm钢筋混凝土Ⅱ41.0591.9550.9级管（旧H=3.6m新H=3.8m）35D1200mm钢筋混凝土Ⅱ级管（旧H

5、=3.9m新H=4.0m）12.158.2646.1636D1400mm钢筋混凝土Ⅱ级管（旧H=4.5m新H=4.2m）18.0519.191.1437D1600mm钢筋混凝土Ⅱ级管（旧H=4.0m新H=4.4m）14.6522.37.6538D1800mm钢筋混凝土Ⅱ级管（旧H=4.0m新H=4.6m）87.698.711.139D2000mm钢筋混凝土Ⅱ级管（旧H=5.0m新H=4.8m）142.69108.83-33.8640预留砖砌雨水检查井（H=3.0m）04.14.141单篦砖砌雨水口（平进

6、式单篦雨水口H=1.0）10.3928.2117.8242平进式双篦雨水口H=1.00.990-0.9943浆砌挡墙出水口40.820-40.8244污水管道D300mmHDPE增强缠绕B型管（旧H=2.5m新H=3.4m）19.1874.555.3245D400mmHDPE增强缠绕B型管（旧H=2.7m新H=3.6m）56.23140.4684.2346D500mmHDPE增强缠绕B型管（旧H=2.9新H=3.8m）45.22109.7664.5447电气及照明双臂路灯（H=11.5mL=1.5mm配

7、LED灯260W×2)84.6769.49-15.1848桥上单臂路灯（H=11.5mL=1.5m，配LED灯260W)032.9332.9349单臂路灯（H=10mL=1.5m，配LED灯160W)030.7430.7450中杆灯（旧H=15m，H=14m,配LED250W*4)14.7316.071.3451中杆灯（H=14m,LED250W*3)6.536.990.4652电力排管HFB-ⅠΦ150mm增强波纹,埋地敷设159.091611.9153HFB-ⅡΦ150mm增强波纹,埋地敷设67.9

8、1329.86261.9554SC150mm镀锌钢管，过桥敷设48.06106.4758.4155人行道电力直通井059.1259.1256人行道电力分支井029.129.157人行道电力收口井018.1618.1658车行道电力直通井050.4750.4759车行道电力分支井032.432.460通信管道PVC-UΦ110聚氯乙烯双壁波纹管，埋地敷设54.2176.9322.7261SC100mm镀锌钢管，埋地敷设6195.3934.39