K5+600K7+700路基挖方开工报告.docx
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K5+600K7+700路基挖方开工报告.docx
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K5+600K7+700路基挖方开工报告
分项工程开工申请批复单
承包单位:
24合同号:
24
监理单位:
24编号:
NH□□□□—□□□□
开工项目:
路基工程(挖方)
桩号:
K5+600-K7+700
建议开工日期:
计划完工日期:
此项工程负责人姓名:
24
附件:
1、施工放样报验单
2、施工方案
3、人员、机械设备一览表
4、试验检测仪器一览表
5、试验检测报告
6、施工详图、进度计划横道图
承包人:
日期:
专业监理工程师意见:
签字:
日期:
驻地监理工程师意见:
签字:
日期:
高级驻地监理工程师意见:
签字:
日期:
分项工程开工申请报告
承包单位:
中天路桥有限公司合同号:
5
监理单位:
重庆中宇工程咨询监理有限公司编号:
NH□□□□—□□□□
开工项目
路基工程(挖方)
桩号
K5+600-K7+700
开工日期
完工日期
计划工期
五个月
施
工
准
备
情
况
施工测
量放线
见报告
原材料
与混合
料试验
见报告
施工组
织与人
员配备
见报告
施工机
械设备
见报告
施工方案及
主要工艺
见报告
其它说明
附件
承包人
日期
监理工程师收件人
日期
施工放样报验单
承包单位:
24合同号:
5
监理单位:
24编号:
XGJ-LJ□□□□—□□□□
致驻地监理工程师:
根据合同要求,业已完成K5+600-K7+700段路基施工放样工作,清单如下,请予查验。
承包人:
日期:
桩号或位置
工程或部位名称
放样内容
备注
K5+600-K7+700
坡顶开挖线、中线、高程
附件:
1、测量成果表
监理员意见:
签字:
日期:
年月日
监理工程师意见:
签字:
日期:
年月日
控制点成果表
工程名称:
24
点号
等级
坐标(m)
高程
(m)
备注
X
Y
BL33
4059516.539
473736.224
2325.880
水准高程
BL34
4059645.750
473481.018
2337.856
水准高程
BL35
4059789.450
473136.024
2341.440
水准高程
BL36
4059809.465
472759.831
2334.904
水准高程
BL37
4060024.044
472293.909
2339.945
水准高程
BL38
4060156.931
471930.520
2338.717
水准高程
BL39
4060200.112
471744.201
2349.433
水准高程
330
4059642.016
473862.035
2352.051
水准高程
331
4059772.107
473807.431
2362.498
水准高程
332
4059669.252
473711.548
2343.283
水准高程
333
4059688.513
473528.578
2341.574
水准高程
334
4059723.695
473407.741
2341.763
水准高程
335
4059863.077
473435.989
2353.051
水准高程
336
4059960.209
473299.568
2353.463
水准高程
337
4060036.796
473021.600
2354.898
水准高程
338
4060108.883
472806.676
2350.854
水准高程
注:
平面采用西湟坐标系,中央子午线101°48′~101°49′,1956年黄海高程系。
编制:
校核:
日期:
控制点成果表
工程名称:
西宁西过境公路西段路基工程5合同段
点号
等级
坐标(m)
高程
(m)
备注
X
Y
339
4060145.095
472560.622
2347.588
水准高程
340
4060356.731
472434.746
2356.969
三角高程
341
4060124.651
472330.850
2345.141
水准高程
342
4060204.253
472282.697
2350.867
水准高程
343
4060294.166
472158.883
2361.348
三角高程
344
4060281.659
472048.669
2354.498
水准高程
345
4060296.850
471900.603
2350.302
水准高程
注:
平面采用西湟坐标系,中央子午线101°48′~101°49′,1956年黄海高程系。
编制:
校核:
日期:
K5+600-K7+700中桩坐标、高程计算表
桩号
中桩坐标
设计高程
(m)
原地面高程
(m)
挖、填高
(m)
X(N)
Y(E)
K5+600
4059716.292
473810.075
2336.698
2353.440
-16.742
K5+617
4059719.265
473793.337
2336.646
2354.020
-17.374
L5+625.500
4059720.805
473784.978
2336.619
2348.900
-12.281
K5+640
4059723.51
473770.733
2336.575
2345.600
-9.025
K5+654
4059726.219
473756.997
2336.538
2336.830
-0.292
K5+660
4059727.409
473751.116
2336.527
2333.550
2.977
K5+673
4059730.046
473738.387
2336.511
2328.330
8.181
K5+680
4059731.499
473731.539
2336.507
2328.590
7.917
K5+700
4059735.782
473712.003
2336.515
2333.580
2.935
K5+720
4059740.256
473692.510
2336.551
2339.300
-2.749
K5+740
4059744.921
473673.062
2336.615
2330.140
6.475
K5+750
4059747.324
473663.355
2336.657
2322.540
14.117
K5+757.614
4059749.187
473655.972
2336.694
2324.230
12.464
K5+780
4059754.821
473634.307
2336.826
2342.180
-5.354
K5+800
4059760.056
473615.004
2336.973
2342.370
-5.354
K5+810
4059762.745
473605.373
2337.057
2341.000
-3.943
K5+820
4059765.481
473595.754
2337.148
2331.980
5.168
K5+831
4059768.544
473585.189
2337.257
2327.380
9.877
K5+840
4059771.093
473576.558
2337.352
2330.170
7.182
K5+860
4059776.894
473557.418
2337.583
2343.280
-5.697
K5+880
4059782.882
473538.335
2337.841
2338.200
-0.359
K5+898
4059788.431
473521.212
2338.128
2335.350
2.778
K5+920
4059795.419
473500.351
2338.443
2339.640
-1.197
K5+930
4059798.669
473490.894
2338.611
2338.250
0.361
K5+936.500
4059800.807
473484.756
2338.723
2335.670
3.053
K5+950
4059805.309
473472.029
2338.967
2342.210
-3.243
K5+960
4059808.698
473462.620
2339.156
2342.060
-2.904
K5+980
4059815.608
473443.852
2339.554
2343.240
-3.686
编制:
复核:
日期:
K5+600-K7+700中桩坐标、高程计算表
桩号
中桩坐标
设计高程
(m)
原地面高程
(m)
填高
(m)
X(N)
Y(E)
K6+000
4059822.681
473425.145
2339.980
2343.110
-3.130
K6+020
4059829.902
473406.494
2340.420
2343.620
-3.200
K6+035
4059835.405
473392.540
2340.750
2343.460
-2.710
K6+060
4059844.723
473369.341
2341.300
2339.880
1.420
K6+080
4059852.292
473350.829
2341.740
2333.460
8.280
K6+090
4059856.109
473341.586
2341.960
2329.880
12.080
K6+106
4059862.257
473326.814
2342.312
2318.050
24.262
K6+120
4059867.671
473313.904
2342.620
2317.850
24.770
K6+130
4059871.555
473304.689
2342.840
2325.510
17.330
K6+140
4059875.451
473295.479
2343.060
2332.090
10.970
K6+147.500
4059878.379
473288.574
2343.225
2336.630
6.595
K6+160
4059883.270
473277.071
2343.500
2337.040
6.460
K6+170
4059887.190
473267.871
2343.720
2341.890
1.830
K6+180
4059891.114
473258.673
2343.940
2342.880
1.060
K6+192.938
4059896.195
473246.775
2344.225
2345.040
-0.815
K6+200
4059898.968
473240.280
2344.380
2346.400
-2.020
K6+220
4059906.818
473221.885
2344.820
2349.540
-4.720
K6+240
4059914.653
473203.483
2345.260
2349.370
-4.110
K6+260
4059922.459
473185.070
2345.700
2349.930
-4.230
K6+280
4059930.227
473166.640
2346.130
2350.060
-3.930
K6+300
4059937.944
473148.188
2346.535
2349.370
-2.835
K6+320
4059945.598
473129.711
2346.916
2349.010
-2.094
K6+340
4059953.177
473111.203
2347.271
2348.610
-1.339
K6+360
4059960.670
473092.660
2347.601
2348.470
-0.869
K6+380
4059968.065
473074.077
2347.907
2348.810
-0.903
K6+400
4059975.350
473055.451
2348.187
2348.660
-0.473
K6+420
4059982.512
473036.777
2348.442
2348.920
-0.478
K6+440
4059989.540
473018.052
2348.673
2349.200
-0.527
编制:
复核:
日期:
K5+600-K7+700中桩坐标、高程计算表
桩号
中桩坐标
设计高程
(m)
原地面高程
(m)
填高
(m)
X(N)
Y(E)
K6+452
4059993.686
473006.792
2348.799
2349.790
-0.991
K6+460
4059996.420
472999.273
2348.878
2350.780
-1.902
K6+480
4060003.142
472980.437
2349.058
2350.630
-1.572
K6+500
4060009.693
472961.540
2349.213
2350.680
-1.467
K6+511
4060013.22
472951.122
2349.288
2350.700
-1.412
K6+520
4060016.070
472942.584
2349.344
2351.080
-1.736
K6+531
4060019.503
472932.134
2349.405
2351.180
-1.775
K6+540
4060022.272
472923.570
2349.449
2350.900
-1.451
K6+550
4060025.308
472914.042
2349.492
2348.970
0.522
K6+560
4060028.300
472904.500
2349.529
2349.130
0.399
K6+580
4060034.151
472885.376
2349.585
2349.310
0.275
K6+587.400
4060036.272
472878.286
2349.599
2349.580
0.019
K6+592.500
4060037.719
472873.396
2349.607
2346.940
2.667
K6+600
4060039.827
472866.198
2349.615
2346.910
2.705
K6+607
4060041.772
472859.473
2349.620
2346.980
2.640
K6+613
4060043.422
472853.705
2349.621
2345.150
4.471
K6+619
4060045.056
472847.931
2349.621
2341.040
8.581
K6+625.500
4060046.808
472841.672
2349.617
2340.950
8.667
K6+636
4060049.598
472831.550
2349.606
2335.420
14.186
K6+643
4060051.432
472824.794
2349.595
2329.760
19.835
K6+653
4060054.013
472815.133
2349.574
2329.350
20.224
K6+660
4060055.794
472808.363
2349.556
2326.560
22.996
K6+672
4060058.795
472796.745
2349517
2333.060
16.457
K6+680
4060060.760
472788.990
2349486
2334.820
14.666
K6+694
4060064.131
472775.402
2349422
2338.910
10.512
K6+700
4060065.549
472769.572
2349391
2341.140
8.251
K6+712
4060068.337
472757.900
2349323
2346.070
3.253
K6+720
4060070.161
472750.111
2349272
2346.900
2.372
编制:
复核:
日期:
K5+600-K7+700中桩坐标、高程计算表
桩号
中桩坐标
设计高程
(m)
原地面高程
(m)
填高
(m)
X(N)
Y(E)
K6+740
4060074.608
472730.611
2349.127
2348.320
0.807
K6+760
4060078.900
472711.077
2348.973
2348.420
0.553
K6+771
4060081.200
472700.320
2348.888
2345.000
3.888
K6+778
4060082.641
472693.471
2348.834
2349.720
-0.886
K6+800
4060087.071
472671.921
2348.664
2349.140
-0.476
K6+820
4060090.975
472652.306
2348.510
2349.070
-0.560
K6+840
4060094.773
472632.670
2348.355
2349.050
-0.695
K6+860
4060098.479
472613.016
2348.201
2348.280
-0.079
K6+880
4060102.104
472593.348
2348.046
2347.640
0.406
K6+900
4060105.662
472573.667
2347.892
2346.850
1.042
K6+920
4060109.164
472553.976
2347.738
2346.750
0.988
K6+926
4060110.206
472548.067
2347.691
2344.770
2.921
K6+940
4060112.623
472534.277
2347.583
2344.530
3.053
K6+960
4060116.052
472514.573
2347.429
2343.270
4.159
K6+972.500
4060118.184
472502.256
2347.332
2343.330
4.002
K6+978
4060119.121
472496.837
2347.290
2340.580
6.710
K6+988.871
4060120.972
472486.125
2347.206
2340.220
6.986
K7+000
4060122.867
472475.158
2347.120
2338.730
8.390
K7+010
4060124.569
472465.304
2347.043
2331.720
15.323
K7+020
4060126.271
472455.450
2346.966
2325.330
21.636
K7+030
4060127.973
472445.596
2346.889
2319.800
27.089
K7+040
4060129.676
472435.742
2346.816
2309.220
37.596
K7+046.700
4060130.816
472429.139
2346.771
2300.830
45.941
K7+060
4060133.080
472416.034
2346.690
2305.900
40.790
K7+070
4060134.782
472406.180
2346.636
2314.610
32.026
K7+080
4060136.484
472396.325
2346.588
2316.620
29.968
K7+100
4060139.889
472376.617
2346.512
2315.970
30.542
K7+110
4060141.591
472366.763
2346.483
2316.160
30.323
编制:
复核:
日期:
K5+600-K7+700中桩坐标、高程计算表
桩号
中桩坐标
设计高程
(m)
原地面高程
(m)
填高
(m)
X(N)
Y(E)
K7+119
4060143.123
472357.895
2346.463
2316.500
29.963
K7+125
4060144.144
472351.982
2346.452
2322.510
23.942
K7+140
4060146.698
472337.201
2346.434
2339.900
6.534
K7+1
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- K5 600 K7 700 路基 挖方 开工 报告
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