S3-3 老路边缘处理工程数量表
某三级公路边沟工程数量
路基、路面排水工程数量表
***三级公路公路 序 号 1 边 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 工 程 及 位 2 沟 50 20 10 80 20 670 40 130 10 10 40 550 60 40 40 90 10 30 60 10 80 80 40 60 2230 4340 27.0 10.8 5.4 43.2 10.8 361.8 43.2 70.2 5.4 5.4 43.2 297.0 64.8 21.6 43.2 48.6 5.4 32.4 32.4 5.4 86.4 43.2 43.2 32.4 1382.4 3002.4 复核： 18.1 7.2 3.6 28.9 7.2 242.4 28.9 47.0 3.6 3.6 28.9 199.0 43.4 14.5 28.9 32.6 3.6 21.7 21.7 3.6 57.9 28.9 28.9 21.7 926.2 2011.6 审核： 9.5 3.8 1.9 15.1 3.8 126.6 15.1 24.6 1.9 1.9 15.1 104.0 22.7 7.6 15.1 17.0 1.9 11.3 11.3 1.9 30.2 15.1 15.1 11.3 483.8 1050.8 置 (m) 3 名 称 长 度 采 图 编 4 用 纸 号 M7.5 浆砌片石 (m3) 5 工 C20 现浇砼 (m3) 6 程 C30 砼预制块 (m3) 7 项 C15 小石子 (m3) 8 目 沥青麻絮 (m2) 9 及 数 挖土方 (m3) 13 第3页 共7页 量 挖石方 (m3) 14 砂浆 (m3) 15
路基、路面排水工程数量表
***三级公路公路 序 号 1 边 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 工 程 及 位 2 沟 40 20 120 140 20 110 20 60 360 20 40 20 40 20 20 40 20 40 20 20 20 10 50 20 1290 7080 21.6 21.6 64.8 151.2 10.8 59.4 10.8 64.8 388.8 10.8 21.6 10.8 43.2 10.8 10.8 21.6 10.8 21.6 21.6 10.8 10.8 5.4 27.0 10.8 1042.2 5119.0 复核： 14.5 14.5 43.4 101.3 7.2 39.8 7.2 43.4 260.5 7.2 14.5 7.2 28.9 7.2 7.2 14.5 7.2 14.5 14.5 7.2 7.2 3.6 18.1 7.2 698.3 3429.7 审核： 7.6 7.6 22.7 52.9 3.8 20.8 3.8 22.7 136.1 3.8 7.6 3.8 15.1 3.8 3.8 7.6 3.8 7.6 7.6 3.8 3.8 1.9 9.5 3.8 364.8 1791.7 置 (m) 3 名 称 长 度 采 图 编 4 用 纸 号 M7.5 浆砌片石 (m3) 5 工 C20 现浇砼 (m3) 6 程 C30 砼预制块 (m3) 7 项 C15 小石子 (m3) 8 目 沥青麻絮 (m2) 9 及 数 挖土方 (m3) 13 第5页 共7页 量 挖石方 (m3) 14 砂浆 (m3) 15 16 备 注
【公路工程施工图设计】3-35路基排水工程数量表(边沟、排水沟、截水沟)
左侧 左侧 右侧 左侧
左侧 左侧 左侧 左侧 左侧 左侧 左侧 左侧 左侧 左侧
左侧 左侧 左侧 左侧 左侧 左侧
左侧 左侧 左侧
右侧 右侧 右侧 右侧
右侧 右侧 右侧 右侧 右侧 右侧 右侧 右侧
右侧 右侧 右侧 右侧 右侧 右侧 右侧
PSG-A2型 PSG-A2型 PSG-A2型 PSG-A2型 PSG-A1型 PSG-A1型 PSG-A3型 PSG-A2型 PSG-A4型 PSG-A1型 PSG-A3型 PSG-A2型 PSG-A1型 PSG-A1型 PSG-A1型 PSG-A1型 PSG-A2型 PSG-A1型 PSG-A1型 PSG-A3型 PSG-A1型 PSG-A2型 PSG-A1型 PSG-A3型 PSG-A4型 PSG-B型 PSG-A1型 PSG-A2型 PSG-A1型 PSG-A2型 PSG-B型 PSG-A3型 PSG-A1型 PSG-A2型 PSG-A1型 PSG-A1型 PSG-B型 PSG-A1型 PSG-B型 PSG-A3型 PSG-A2型
回填土
12
LK1625+170.00 ～LK1625+410.00
13
LK1625+545.00 ～LK1625+900.00
14
LK1626+330.00 ～LK1626+434.00
15
LK1626+494.00 ～LK1626+548.00
16
LK1626+668.00 ～LK1626+714.00
119.0 119.0 22.0 22.0 32.0 32.0 235.7 140.0 45.0 54.0 16.0 240.0 355.0 104.0 54.0 46.0 90.0 102.0 90.0 360.0 50.0 209.0 32.0 243.0 354.5 45.0 94.0 650.0
路基防护工程数量表加高挡墙
30.0
0.00
32
K11+843.5～K11+857
左侧干砌路肩挡土墙
平均加高0.040米，顶宽0.45米
米
13.5
0.24
33
K11+877～K11+885
左侧浆砌路肩挡土墙
平均加高0.550米，顶宽0.80米
米
8.0
3.52
34
K13+932～K13+942
左侧浆砌路肩挡土墙
旧墙修补利用、不加高
单位
长度
采用
图纸编号
工程数量（m3）
备注
7.5号浆砌片石（m3）
石灰土
片石混凝土
挖基ห้องสมุดไป่ตู้
回填
1
2
3
4
5
6
7
8
9
10
11
12
13
82
K22+272～K22+292
左侧干砌路肩挡土墙
旧墙修补利用、不加高
米
20.0
0.00
83
84
85
86
87
88
89
90
91
92
92
94
95
06
97
98
99
100
101
102
103
路基防护工程数量表（旧挡墙利用）
佛坪县西（岔河）吕（关河）四级公路改建工程第1页共4页SIII-13-4
序号
起讫桩号
工程名称
主要尺寸及说明
单位
长度
采用
图纸编号
工程数量（m3）
备注
7.5号浆砌片石（m3）
路面工程数量表(1)
2.150
2.150
2.150
12
K1178+080~K1178+360
280
4
7.6
2
3.010
3.010
3.010
3.010
13
K1178+360~K1184+040
5680
4
6
4.2
2
61.060
61.060
61.060
61.060
61.060
14
K1184+040~K1184+820
880
4
6
2.7
2
9.460
9.460
9.460
9.460
9.460
6
K1174+020~K1175+580
1560
4
6
3.9
2
16.770
16.770
16.770
16.770
16.770
7
K1175+580~K1175+820
240
4
6
2.1
2
2.580
2.580
2.580
2.580
2.580
8
K1175+820~K1176+080
4
6
6.5
2
22.790
22.790
22.790
22.790
22.790
合计
161.25
161.25
110
47.085
161.25
长沙交通学院交通设计研究所编制：复核：审核：图号：SⅣ-14
防水整平层AC-10
旧路面病害处理工程数量表
3 92.4
18
14.0 20.0 1222.0 220.0 48.0
7.5 8.0 496.0 5.21 74.4 5.2
14.0
14.0
3.5
2.1
6.3
282.7 110.0 110.0 27.5 16.5 106.2 492.2
255.0 357.5 324.0 357.5 357.5 89.4 53.6 318.5 1476.5
1040.0 215.6
1040.0 215.6
260.0 53.9
156.0 32.3
937.9 197.1
4347.6 902.3
说明： 1 、预计施工期间新增破碎板按施工路段板块总数的5%进行估算，实际按发 生为准。 2、经过调查，沥青修补只是简单对表面破损的路面进行修复平整，并没有 对水泥病害进行修复，因此沥青修补的部分全部按断裂板进行计算。
合
计
1600.1
519.3
13.8
24.0
110.4
8.1
1737.1
1737.1
434.3
260.6
1559.7
282.7
7225.0
1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 接缝填缝 料损坏 （m） 磨损和露 骨（m） 接缝碎裂 （m） 错台（m ）
2
2 轻微 角隅断裂 （m2） 中等 严重 纵、横、 斜向裂缝 （m2） 交叉裂缝 和断裂板 （m2） 轻微 中等 严重 轻微 中等 严重 轻微 中等 严重 轻微 中等 严重 轻微 中等 严重 轻微 严重
173.5 37.5
路面工程数量表S
省道215线三岔口～莎车高速公路建设项目(第一合同段)
各层平均宽度 序 号 铺筑长度 (m) 路基 宽度 (m)
S3-29 第 1 页 共 2 页
工程数量 天然砂砾底基层 (1000m2) (m) (m) 7 23.76 23.76 23.76 23.76 23.76 23.76 23.76 (m) 8 24.00 24.00 24.00 24.00 24.00 24.00 24.00 (m) 9 47.52 47.52 47.52 47.52 47.52 47.52 47.56 24.16 24.16 (m) 11 25.22 25.22 25.22 25.22 25.22 25.22 25.22 (m) 12 27.03 27.03 27.24 27.24 27.24 27.24 27.24 (m) 13 3.28 1.58 1.95 3.45 1.95 3.45 1.95 19cm 14 253.541 64.764 486.433 72.458 47.016 440.089 7.900 26cm 15 32cm4.5% 水泥稳定 砂砾基层 (1000m2) 16 236.564 60.427 450.361 67.085 43.530 407.454 7.314
3 9380.00 2396.00 17857.29 2660.00 1726.00 16156.00 290.00
4 28.00 28.00 28.00 28.00 28.00 28.00 28.00
5 Ⅰ-4-5-7-1-32-19 Ⅰ-4-5-7-1-32-19 Ⅰ-4-5-7-1-32-26 Ⅰ-4-5-7-1-32-26 Ⅰ-4-5-7-1-32-26 Ⅰ-4-5-7-1-32-26 Ⅰ-4-5-7-1-32-26
路面工程数量表(全线)模板
34.50 17.00 17.00 17.00 17.00 34.50 34.50 34.50 34.50 34.50 34.50 34.50 34.50 17.00 17.00 17.00 17.00 34.50 34.50 34.50 34.50 34.50 34.50 34.50 34.50 34.50
43.95 621.05 996.97 622.20 973.23 1268.03 900.00 1050.00 890.00 1000.00 1000.00 1479.00 380.11 640.89 863.28 654.39 861.22 1223.72 1000.00 1000.00 1000.00 780.00 1438.00 828.00 309.00 1335.00
3
第1页
共2页
4cm厚 6cm厚 0.8cm 10cm厚 20cm 厚 20cm 厚 20cm 厚 改性乳 SBS改性 中粒式 沥青稳定 水泥稳定 水泥稳定 水泥稳定 化沥青 型代号 沥青玛蹄 SBS改性 碎石 碎石底基 碎石基层 碎石垫层 稀浆封 脂碎石 沥青砼 ATB-25 层 SMA-13 AC-20C 层 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 24.90 7.07 37.77 518.02 518.02 25.05 7.11 37.99 521.16 521.16 25.28 7.17 38.35 526.07 526.07 1.32 9.65 15.49 9.67 15.12 34.16 27.06 30.82 26.76 30.07 28.93 31.09 11.43 5.87 13.42 4.20 13.38 36.80 25.77 30.07 24.92 22.28 1.33 9.71 15.59 9.73 15.22 34.36 27.23 31.01 26.92 30.25 29.10 31.28 11.50 5.91 13.50 4.23 13.47 37.02 25.92 30.25 25.07 22.42 1.34 9.81 15.75 9.83 15.38 34.68 27.48 31.29 27.17 30.53 29.37 31.57 11.60 5.97 13.64 4.27 13.61 37.36 26.16 30.53 25.30 22.62 1.37 10.00 16.05 10.02 15.67 35.50 28.13 32.03 27.81 31.25 30.06 32.31 11.88 6.08 13.90 4.35 13.87 38.24 26.78 31.25 25.89 23.16 1.48 10.62 17.05 10.64 16.64 38.37 30.40 34.62 30.06 33.78 32.50 34.93 12.84 6.46 14.76 4.62 14.73 41.34 28.95 33.78 27.99 25.03 1.51 10.87 17.45 10.89 17.03 39.11 30.99 35.29 30.64 34.43 33.12 35.60 13.09 6.61 15.11 4.73 15.07 42.13 29.51 34.43 28.53 25.51 1.36 9.87 15.85 9.89 15.47 35.10 27.81 31.67 27.50 30.90 29.73 31.95 11.75 6.01 13.73 4.30 13.69 37.81 26.48 30.90 25.60 22.90
S3-19路基防护工程数量表
0
0.03
K0+180
0
0
0
0.53
0
0.15
K0+200
0
0
0
0.53
0
0.18
K0+220
0
0
0
0.53
0
0.05
K0+235.2542
0
0
0
0.53
0
0.09
K0+240
0
0
0
0.53
0
0.2
K0+245.2542
0
0
0
0.53
0
0.14
K0+260
0
0
0
0.53
0
0.17
K0+268.3201
0
0
0
0.53
0
0.23
K0+278.3201
0
0
0
0.53
0
0.19
K0+280
0
0
0
0.53
0
0.19
K0+300
0
0
0
0.94
0
0.14
K0+320
0
0
00.5300140.280
0.06
20
0.28
0
0.01
20
0.28
0
0.01
6.863
0.4
0
0.12
10
0.53
0
0.16
3.137
0.53
挖方 墙身 基础 挖方 墙身 基础 挖方 (米) 墙身 基础 挖方 墙身 基础 挖方
ⅢC.S--路基防护工程数量表(主线--.更新模版)
80.0
K5+457.5 ～K5+515.0
码砌块石
57.5
K5+522.5 ～K5+526
喷播植草
3.5
K5+526 ～K5+637 挖方挂网植爬壁藤 111.0
K5+550 ～K5+616 三维土工网垫植草 66.0
K5+322 ～K5+342
喷播植草
20.0
K5+342 ～K5+442.8 挖方浆砌拱型骨架
喷播植草
10.0
K7+814 ～K7+860
1 62 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92
起讫桩号
工程名称
位置\长度(m)
左
右
2
3
4
5
K6+614 ～K6+665 K6+665 ～K6+695 K6+840 ～K6+853 K6+853 ～K6+860
碎石 垫层
透水 土工
布
码砌块 石
(m3) (m2) (m3)
高强格 栅加筋
布
(m2)
表号：Ⅲ01C.S3-2-29 第3页 共22页
喷播有 机基材
φ16钢 筋锚杆 长L1
挂网喷
φ12钢 基材锚 机编镀
筋锚杆 杆 锌钢丝
长L2 L1
网
L2
植爬 壁藤
PET土 工网
φ12 螺杆
挖基土 石方
回填 土方
S3-2-30 路面结构图及主线工程量
4cmAC-13改性沥青砼上面层(1000m 2)5cmAC-16沥青砼中面层(1000m 2)6cmAC-20沥青砼下面层(1000m 2)沥青抗剥落剂（t ）粘层(1000m 2)封层(1000m 2)透层(1000m 2)20cm 水泥稳定碎石上基层(1000m 2)16cm 水泥稳定碎石下基层(1000m 2)16cm 级配碎石垫层(1000m 2)级配砂砾(m 3)防渗土工布(m 2)填土(m 3)预制C25砼路缘石(m 3)2cm 沥青砂(m 2)防渗土工布(m 2)M10砂浆垫层(m 3)回填种植土(m 3)1345678910111213141516171819202122231ZK5+863.4～ZK6+041.0177.6I-67 1.95 1.93 1.950.047 3.89 2.00 2.00 2.04 2.17 2.3191.3472.479.2分离式左幅2ZK6+041.0～ZK6+047.0 6.0I-670.070.070.070.0020.130.070.070.070.070.07 1.17.2 分离式左幅3ZK8+984.4～ZK9+029.044.6I-670.490.490.490.0120.980.500.500.510.550.5823.0118.819.9分离式左幅4ZK9+029.0～ZK9+099.670.6I-670.830.770.780.019 1.540.800.800.810.830.8313.184.7 分离式左幅5ZK9+263.4～ZK9+324.160.7I-670.710.660.670.016 1.330.690.690.700.710.7111.372.8 分离式左幅6ZK10+251.0～ZK10+269.118.1I-670.210.200.200.0050.400.200.200.210.210.21 3.421.7 分离式左幅7K10+130.0～K10+143.113.1I-670.140.140.140.0030.280.150.150.150.150.16 1.27.6 0.728.828.80.19.1整体式路基左幅8K10+527.0～K10+615.088.0I-670.960.930.930.023 1.860.980.980.99 1.03 1.048.251.0 4.8193.4193.40.560.8整体式路基左幅9K10+615.0～K10+633.118.1I-670.190.190.190.0050.380.200.200.200.220.23 4.724.1 4.0 1.039.839.80.112.5整体式路基左幅10K11+117.0～K11+138.121.1I-670.230.220.220.0050.450.230.230.240.250.26 5.428.1 4.7 1.146.446.40.114.6整体式路基左幅11K11+442.0～K11+540.098.0I-67 1.07 1.03 1.040.025 2.07 1.09 1.09 1.11 1.14 1.169.156.8 5.3215.4215.40.667.7整体式路基左幅12K11+540.0～K11+680.0140.0I-67 1.50 1.47 1.480.036 2.96 1.55 1.55 1.58 1.66 1.7536.0186.231.27.6307.7307.70.896.7整体式路基左幅13K11+680.0～K11+761.081.0I-670.890.850.860.021 1.710.900.900.910.940.967.547.0 4.4178.0178.00.556.0整体式路基左幅14K11+761.0～K12+131.9370.9I-67 3.96 3.91 3.920.0957.83 4.12 4.12 4.18 4.41 4.6395.3493.382.720.0815.2815.2 2.2256.3整体式路基左幅15K12+131.9～K12+150.018.1I-670.190.190.190.0050.380.200.200.200.220.23 4.724.1 4.0 1.039.839.80.112.5整体式路基左幅16K12+150.0～K12+227.477.4I-670.850.820.820.020 1.630.860.860.870.900.927.244.9 4.2170.2170.20.553.5整体式路基左幅17ZK12+227.4～ZK12+328.1100.7I-67 1.18 1.10 1.110.027 2.20 1.14 1.14 1.16 1.18 1.1818.7120.8 分离式左幅18ZK13+111.9～ZK13+124.012.1I-670.140.130.130.0030.260.140.140.140.140.14 2.314.5 分离式左幅19ZK13+124.0～ZK13+213.089.0I-670.980.970.980.024 1.95 1.00 1.00 1.02 1.09 1.1645.7236.739.7分离式左幅20ZK13+275.8～ZK13+312.036.2I-670.430.390.400.0100.790.410.410.420.430.43 6.743.4 分离式左幅21ZK18+771.0～ZK18+873.0102.0I-67 1.20 1.11 1.120.027 2.23 1.15 1.15 1.17 1.20 1.2019.0122.4 分离式左幅22ZK18+873.0～ZK18+962.289.2I-670.980.970.980.024 1.95 1.01 1.01 1.02 1.09 1.1645.9237.439.8分离式左幅23ZK19+046.0～ZK19+735.4689.3I-677.587.507.580.18315.087.777.777.918.428.95354.31833.6307.4分离式左幅24K19+722.2～K20+000.0277.8I-67 2.97 2.93 2.940.071 5.86 3.08 3.08 3.13 3.30 3.4771.4369.561.915.0610.6610.6 1.7192.0整体式路基左幅25K20+000.0～K20+213.0213.0I-67 2.33 2.24 2.250.054 4.50 2.37 2.37 2.40 2.48 2.5319.8123.5 11.5468.2468.2 1.3147.2整体式路基左幅26K20+213.0～K20+244.031.0I-670.330.330.330.0080.650.340.340.350.370.398.041.2 6.9 1.768.168.10.221.4整体式路基左幅中央分隔带备注2土路肩序号起 讫 桩 号铺 筑长 度结 构类 型行车道、路缘带、硬路肩编制： 复核：4cmAC-13改性沥青砼上面层(1000m 2)5cmAC-16沥青砼中面层(1000m 2)6cmAC-20沥青砼下面层(1000m 2)沥青抗剥落剂（t ）粘层(1000m 2)封层(1000m 2)透层(1000m 2)20cm 水泥稳定碎石上基层(1000m 2)16cm 水泥稳定碎石下基层(1000m 2)16cm 级配碎石垫层(1000m 2)级配砂砾(m 3)防渗土工布(m 2)填土(m 3)预制C25砼路缘石(m 3)2cm 沥青砂(m 2)防渗土工布(m 2)M10砂浆垫层(m 3)回填种植土(m 3)134567891011121314151617181920212223中央分隔带备注2土路肩序号起 讫 桩 号铺 筑长 度结 构类 型行车道、路缘带、硬路肩27K20+244.0～K20+316.072.0I-670.790.760.760.018 1.520.800.800.810.840.85 6.741.8 3.9158.3158.30.449.8整体式路基左幅28K20+316.0～K20+730.0414.0I-67 4.43 4.36 4.380.1068.74 4.60 4.60 4.67 4.92 5.17106.4550.692.322.4910.0910.0 2.5286.1整体式路基左幅29K20+730.0～K20+930.0200.0I-67 2.29 2.26 2.270.055 4.52 2.37 2.37 2.40 2.53 2.6551.4266.044.610.8439.6439.6 1.2138.2整体式路基左幅（变宽度13m)30K20+930.0～K21+325.0395.0I-67 4.82 4.75 4.770.1159.52 4.98 4.98 5.04 5.29 5.53101.5525.488.121.3868.2868.2 2.4272.9整体式路基左幅(加宽段13.75m ）31K21+325.0～K21+731.0406.0I-67 5.06 4.88 4.900.1199.79 5.12 5.12 5.19 5.34 5.4337.8235.5 21.9892.4892.4 2.4280.5整体式路基左幅(加宽段13.75m ）32K21+731.0～K21+874.0143.0I-67 1.74 1.72 1.730.042 3.45 1.80 1.80 1.83 1.91 2.0036.8190.231.97.7314.3314.30.998.8整体式路基左幅(加宽段13.75m ）33K21+874.0～K22+633.1759.1I-679.469.139.170.22218.309.579.579.709.9810.1570.6440.3 41.01668.51668.5 4.6524.5整体式路基左幅(加宽段13.75m ）34K22+936.9～K23+004.067.1I-670.820.810.810.020 1.620.850.850.860.900.9417.289.215.0 3.6147.5147.50.446.4整体式路基左幅(加宽段13.75m ）35K23+004.0～K23+287.0283.0I-67 3.53 3.40 3.420.083 6.82 3.57 3.57 3.62 3.72 3.7826.3164.1 15.3622.0622.0 1.7195.6整体式路基左幅(加宽段13.75m ）36K23+287.0～K23+344.557.5I-670.700.690.690.017 1.390.720.720.730.770.8014.876.512.8 3.1126.4126.40.339.7整体式路基左幅(加宽段13.75m ）37K23+428.3～K23+495.066.7I-670.810.800.810.019 1.610.840.840.850.890.9317.188.714.9 3.6146.6146.60.446.1整体式路基左幅(加宽段13.75m ）38K23+495.0～K24+455.0960.0I-6711.9611.5511.600.28123.1512.1112.1112.2712.6212.8489.3556.8 51.82110.12110.1 5.8663.4整体式路基左幅(加宽段13.75m ）39K24+455.0～K25+083.1628.1I-677.667.567.590.18415.147.917.918.028.408.79161.4835.4140.133.91380.61380.6 3.8434.0整体式路基左幅(加宽段13.75m ）40K25+145.9～K25+212.066.1I-670.810.800.800.019 1.590.830.830.840.880.9217.087.914.7 3.6145.3145.30.445.7整体式路基左幅(加宽段13.75m ）41K25+212.0～K25+340.0128.0I-67 1.59 1.54 1.550.037 3.09 1.61 1.61 1.64 1.68 1.7111.974.2 6.9281.3281.30.888.4整体式路基左幅(加宽段13.75m ）42K26+080.0～K26+116.136.1I-670.400.380.380.0090.760.400.400.410.420.43 3.420.9 1.979.379.30.224.9整体式路基左幅43K26+479.9～K27+681.81201.9I-6712.8512.6612.720.30825.3713.3413.3413.5514.2815.01308.91598.5268.064.92641.82641.87.2830.5整体式路基左幅44K27+845.6～K28+150.0304.4I-67 3.25 3.21 3.220.078 6.43 3.38 3.38 3.43 3.62 3.8078.2404.967.916.4669.1669.1 1.8210.3整体式路基左幅45K28+150.0～K28+736.0586.0I-67 6.42 6.17 6.200.15012.37 6.51 6.51 6.61 6.83 6.9654.5339.9 31.61288.01288.0 3.5404.9整体式路基左幅46K28+736.0～K29+768.11032.1I-6711.0310.8710.920.26421.7911.4611.4611.6312.2612.89265.21372.7230.255.72268.62268.6 6.2713.2整体式路基左幅47K30+051.9～K30+666.1614.2I-67 6.57 6.47 6.500.15712.97 6.82 6.82 6.927.307.67157.8816.9137.033.21350.01350.0 3.7424.4整体式路基左幅48K30+829.9～K31+230.0400.1I-67 4.39 4.21 4.230.1028.45 4.45 4.45 4.51 4.66 4.7537.2232.1 21.6879.4879.4 2.4276.5整体式路基左幅49K31+230.0～K31+500.0270.0I-67 2.89 2.84 2.860.069 5.70 3.00 3.00 3.04 3.21 3.3769.4359.160.214.6593.5593.5 1.6186.6整体式路基左幅50K31+500.0～K32+089.0589.0I-67 6.46 6.20 6.230.15112.43 6.54 6.54 6.64 6.86 6.9954.8341.6 31.81294.61294.6 3.5407.0整体式路基左幅51K32+089.0～K32+395.6306.6I-67 3.28 3.23 3.240.078 6.47 3.40 3.40 3.46 3.64 3.8378.8407.868.416.6673.9673.9 1.8211.9整体式路基左幅52K32+799.4～K34+468.61669.2I-6717.8417.5817.660.42735.2418.5318.5318.8119.8320.85429.02220.0372.290.13668.93668.910.01153.4整体式路基左幅 编制： 复核：4cmAC-13改性沥青砼上面层(1000m 2)5cmAC-16沥青砼中面层(1000m 2)6cmAC-20沥青砼下面层(1000m 2)沥青抗剥落剂（t ）粘层(1000m 2)封层(1000m 2)透层(1000m 2)20cm 水泥稳定碎石上基层(1000m 2)16cm 水泥稳定碎石下基层(1000m 2)16cm 级配碎石垫层(1000m 2)级配砂砾(m 3)防渗土工布(m 2)填土(m 3)预制C25砼路缘石(m 3)2cm 沥青砂(m 2)防渗土工布(m 2)M10砂浆垫层(m 3)回填种植土(m 3)134567891011121314151617181920212223中央分隔带备注2土路肩序号起 讫 桩 号铺 筑长 度结 构类 型行车道、路缘带、硬路肩53K34+531.4～K34+816.0284.6I-67 3.04 3.00 3.010.073 6.01 3.16 3.16 3.21 3.38 3.5573.1378.563.515.4625.6625.6 1.7196.7整体式路基左幅54K34+816.0～K35+937.01121.0I-6712.2911.8011.860.28723.6612.4512.4512.6413.0613.31104.3650.2 60.52464.02464.0 6.7774.6整体式路基左幅55K35+937.0～K36+608.1671.1I-677.177.077.100.17214.177.457.457.567.978.38172.5892.6149.736.21475.11475.1 4.0463.7整体式路基左幅56K36+691.9～K36+765.073.1I-670.780.770.770.019 1.540.810.810.820.870.9118.897.216.3 3.9160.7160.70.450.5整体式路基左幅57K36+765.0～K37+242.0477.0I-67 5.23 5.02 5.050.12210.07 5.30 5.30 5.38 5.56 5.6644.4276.7 25.81048.41048.4 2.9329.6整体式路基左幅58K37+242.0～K37+406.0164.0I-67 1.75 1.73 1.740.042 3.46 1.82 1.82 1.85 1.95 2.0542.1218.136.68.9360.5360.5 1.0113.3整体式路基左幅59K37+406.0～K37+671.0265.0I-67 2.90 2.79 2.800.068 5.59 2.94 2.94 2.99 3.09 3.1524.6153.7 14.3582.5582.5 1.6183.1整体式路基左幅60K37+671.0～K37+696.625.6I-670.270.270.270.0070.540.280.280.290.300.32 6.634.0 5.7 1.456.356.30.217.7整体式路基左幅61K37+733.4～K37+770.036.6I-670.390.390.390.0090.770.410.410.410.430.469.448.78.2 2.080.480.40.225.3整体式路基左幅62K37+770.0～K37+818.048.0I-670.530.510.510.012 1.010.530.530.540.560.57 4.527.8 2.6105.5105.50.333.2整体式路基左幅63K37+818.0～K37+913.195.1I-67 1.02 1.00 1.010.024 2.01 1.06 1.06 1.07 1.13 1.1924.4126.521.2 5.1209.0209.00.665.7整体式路基左幅64K37+996.9～K38+248.0251.1I-67 2.75 2.64 2.660.064 5.30 2.79 2.79 2.83 2.93 2.9823.4145.6 13.6551.9551.9 1.5173.5整体式路基左幅65K38+248.0～K38+500.0252.0I-67 2.69 2.65 2.670.064 5.32 2.80 2.80 2.84 2.99 3.1564.8335.256.213.6553.9553.9 1.5174.1整体式路基左幅66K39+800.0～K40+100.0300.0I-67 3.21 3.16 3.170.077 6.33 3.33 3.33 3.38 3.56 3.7577.1399.066.916.2659.4659.4 1.8207.3整体式路基左幅67K40+100.0～K40+383.1283.1I-67 3.10 2.98 3.000.072 5.98 3.15 3.15 3.19 3.30 3.3626.3164.2 15.3622.3622.3 1.7195.6整体式路基左幅68K40+426.9～K40+451.624.7I-670.270.260.260.0060.520.270.270.280.290.29 2.314.3 1.354.354.30.117.1整体式路基左幅69K40+488.4～K40+567.078.6I-670.860.830.830.020 1.660.870.870.890.920.937.345.6 4.2172.8172.80.554.3整体式路基左幅70K40+567.0～K40+774.1207.1I-67 2.21 2.18 2.190.053 4.37 2.30 2.30 2.33 2.46 2.5953.2275.446.211.2455.2455.2 1.2143.1整体式路基左幅71K41+877.9～K41+988.0110.1I-67 1.21 1.16 1.160.028 2.32 1.22 1.22 1.24 1.28 1.3110.263.9 5.9242.0242.00.776.1整体式路基左幅72K41+988.0～K42+101.1113.1I-67 1.21 1.19 1.200.029 2.39 1.26 1.26 1.27 1.34 1.4129.1150.425.2 6.1248.6248.60.778.2整体式路基左幅73K42+244.9～K42+420.0175.1I-67 1.92 1.84 1.850.045 3.70 1.95 1.95 1.98 2.04 2.0816.3101.6 9.5384.9384.9 1.1121.0整体式路基左幅74K42+420.0～K42+442.022.0I-670.240.230.230.0060.460.240.240.250.260.27 5.729.3 4.9 1.248.448.40.115.2整体式路基左幅75K42+442.0～K42+499.057.0I-670.620.600.600.015 1.200.630.630.640.660.68 5.333.1 3.1125.3125.30.339.4整体式路基左幅76K42+499.0～K42+687.0188.0I-67 2.01 1.98 1.990.048 3.97 2.09 2.09 2.12 2.23 2.3548.3250.041.910.2413.2413.2 1.1129.9整体式路基左幅77K42+687.0～K42+715.028.0I-670.310.290.300.0070.590.310.310.320.330.33 2.616.2 1.561.561.50.219.3整体式路基左幅78K42+715.0～K43+422.0707.0I-677.567.447.480.18114.927.857.857.978.408.83181.7940.3157.738.21554.01554.0 4.2488.5整体式路基左幅 编制： 复核：4cmAC-13改性沥青砼上面层(1000m 2)5cmAC-16沥青砼中面层(1000m 2)6cmAC-20沥青砼下面层(1000m 2)沥青抗剥落剂（t ）粘层(1000m 2)封层(1000m 2)透层(1000m 2)20cm 水泥稳定碎石上基层(1000m 2)16cm 水泥稳定碎石下基层(1000m 2)16cm 级配碎石垫层(1000m 2)级配砂砾(m 3)防渗土工布(m 2)填土(m 3)预制C25砼路缘石(m 3)2cm 沥青砂(m 2)防渗土工布(m 2)M10砂浆垫层(m 3)回填种植土(m 3)134567891011121314151617181920212223中央分隔带备注2土路肩序号起 讫 桩 号铺 筑长 度结 构类 型行车道、路缘带、硬路肩79K43+422.0～K43+669.0247.0I-67 2.71 2.60 2.610.063 5.21 2.74 2.74 2.79 2.88 2.9323.0143.3 13.3542.9542.9 1.5170.7整体式路基左幅80K43+669.0～K43+691.622.6I-670.240.240.240.0060.480.250.250.250.270.28 5.830.1 5.0 1.249.749.70.115.6整体式路基左幅81K43+728.4～K44+098.1369.7I-67 3.95 3.89 3.910.0957.80 4.10 4.10 4.17 4.39 4.6295.0491.782.420.0812.6812.6 2.2255.5整体式路基左幅82K44+201.9～K44+319.0117.1I-67 1.28 1.23 1.240.030 2.47 1.30 1.30 1.32 1.36 1.3910.967.9 6.3257.4257.40.780.9整体式路基左幅83K44+319.0～K44+338.119.1I-670.200.200.200.0050.400.210.210.220.230.24 4.925.4 4.3 1.042.042.00.113.2整体式路基左幅84K44+421.9～K44+692.0270.1I-67 2.96 2.84 2.860.069 5.70 3.00 3.00 3.05 3.15 3.2125.1156.7 14.6593.7593.7 1.6186.6整体式路基左幅85K44+692.0～K44+724.032.0I-670.340.340.340.0080.680.360.360.360.380.408.242.67.1 1.770.370.30.222.1整体式路基左幅86K44+724.0～K44+826.0102.0I-67 1.12 1.07 1.080.026 2.15 1.13 1.13 1.15 1.19 1.219.559.2 5.5224.2224.20.670.5整体式路基左幅87K44+826.0～K45+088.0262.0I-67 2.80 2.76 2.770.067 5.53 2.91 2.91 2.95 3.11 3.2767.3348.558.414.1575.9575.9 1.6181.0整体式路基左幅88K45+088.0～K45+366.0278.0I-67 3.05 2.93 2.940.071 5.87 3.09 3.09 3.14 3.24 3.3025.9161.2 15.0611.0611.0 1.7192.1整体式路基左幅89K45+366.0～K45+621.6255.6I-67 2.73 2.69 2.700.065 5.40 2.84 2.84 2.88 3.04 3.1965.7339.957.013.8561.8561.8 1.5176.6整体式路基左幅90K45+658.4～K46+215.1556.7I-67 5.95 5.86 5.890.14211.75 6.18 6.18 6.27 6.61 6.95143.1740.4124.130.11223.61223.6 3.3384.7整体式路基左幅91K46+298.9～K46+353.154.2I-670.580.570.570.014 1.140.600.600.610.640.6813.972.112.1 2.9119.1119.10.337.5整体式路基左幅92K46+736.9～K47+200.0463.1I-67 5.08 4.88 4.900.1189.78 5.15 5.15 5.22 5.40 5.5043.1268.6 25.01017.91017.9 2.8320.0整体式路基左幅93K47+200.0～K47+233.133.1I-670.350.350.350.0080.700.370.370.370.390.418.544.07.4 1.872.872.80.222.9整体式路基左幅94K47+316.9～K47+400.083.1I-670.890.880.880.021 1.750.920.920.940.99 1.0421.4110.518.5 4.5182.7182.70.557.4整体式路基左幅95K47+400.0～K47+623.1223.1I-67 2.45 2.35 2.360.057 4.71 2.48 2.48 2.52 2.60 2.6520.7129.4 12.0490.4490.4 1.3154.2整体式路基左幅96K47+916.9～K47+940.023.1I-670.250.240.240.0060.490.260.260.260.270.27 2.113.4 1.250.850.80.116.0整体式路基左幅97K47+940.0～K48+021.081.0I-670.870.850.860.021 1.710.900.900.910.96 1.0120.8107.718.1 4.4178.0178.00.556.0整体式路基左幅98K48+021.0～K48+055.034.0I-670.370.360.360.0090.720.380.380.380.400.40 3.219.7 1.874.774.70.223.5整体式路基左幅99K48+055.0～K48+092.037.0I-670.400.390.390.0090.780.410.410.420.440.469.549.28.3 2.081.381.30.225.6整体式路基左幅100K48+092.0～K48+143.151.1I-670.560.540.540.013 1.080.570.570.580.600.61 4.829.6 2.8112.3112.30.335.3整体式路基左幅101K48+406.9～K48+640.0233.1I-67 2.49 2.45 2.470.060 4.92 2.59 2.59 2.63 2.77 2.9159.9310.052.012.6512.4512.4 1.4161.1整体式路基左幅102K48+640.0～K48+685.045.0I-670.490.470.480.0120.950.500.500.510.520.53 4.226.1 2.498.998.90.331.1整体式路基左幅103K48+685.0～K48+768.183.1I-670.890.880.880.021 1.750.920.920.940.99 1.0421.4110.518.5 4.5182.7182.70.557.4整体式路基左幅104K48+871.9～K49+387.0515.1I-67 5.65 5.42 5.450.13210.87 5.72 5.72 5.81 6.00 6.1147.9298.8 27.81132.21132.2 3.1355.9整体式路基左幅 编制： 复核：4cmAC-13改性沥青砼上面层(1000m 2)5cmAC-16沥青砼中面层(1000m 2)6cmAC-20沥青砼下面层(1000m 2)沥青抗剥落剂（t ）粘层(1000m 2)封层(1000m 2)透层(1000m 2)20cm 水泥稳定碎石上基层(1000m 2)16cm 水泥稳定碎石下基层(1000m 2)16cm 级配碎石垫层(1000m 2)级配砂砾(m 3)防渗土工布(m 2)填土(m 3)预制C25砼路缘石(m 3)2cm 沥青砂(m 2)防渗土工布(m 2)M10砂浆垫层(m 3)回填种植土(m 3)134567891011121314151617181920212223中央分隔带备注2土路肩序号起 讫 桩 号铺 筑长 度结 构类 型行车道、路缘带、硬路肩105K49+387.0～K49+611.9224.9I-67 2.40 2.37 2.380.058 4.75 2.50 2.50 2.53 2.67 2.8157.8299.150.212.1494.3494.3 1.3155.4整体式路基左幅106K49+611.9～K49+955.0343.1I-67 3.67 3.61 3.630.0887.24 3.81 3.81 3.87 4.08 4.2988.2456.376.518.5754.1754.1 2.1237.1整体式路基左幅107K49+955.0～K50+103.0148.0I-67 1.62 1.56 1.570.038 3.12 1.64 1.64 1.67 1.72 1.7613.885.8 8.0325.3325.30.9102.3整体式路基左幅108K50+103.0～K50+152.049.0I-670.520.520.520.013 1.030.540.540.550.580.6112.665.210.9 2.6107.7107.70.333.9整体式路基左幅109K50+152.0～K50+363.1211.1I-67 2.31 2.22 2.230.054 4.46 2.35 2.35 2.38 2.46 2.5119.6122.4 11.4464.0464.0 1.3145.9整体式路基左幅110K50+536.9～K50+551.014.1I-670.150.150.150.0040.300.160.160.160.160.17 1.38.2 0.831.031.00.19.7整体式路基左幅111K50+551.0～K50+714.0163.0I-67 1.74 1.72 1.720.042 3.44 1.81 1.81 1.84 1.94 2.0441.9216.836.38.8358.3358.3 1.0112.6整体式路基左幅112K50+714.0～K50+755.041.0I-670.450.430.430.0100.870.460.460.460.480.49 3.823.8 2.290.190.10.228.3整体式路基左幅113K50+755.0～K50+901.0146.0I-67 1.56 1.54 1.540.037 3.08 1.62 1.62 1.65 1.73 1.8237.5194.232.67.9320.9320.90.9100.9整体式路基左幅114K50+901.0～K51+169.0268.0I-67 2.94 2.82 2.840.069 5.66 2.98 2.98 3.02 3.12 3.1824.9155.4 14.5589.1589.1 1.6185.2整体式路基左幅115K51+169.0～K51+479.0310.0I-67 3.31 3.26 3.280.079 6.54 3.44 3.44 3.49 3.68 3.8779.7412.369.116.7681.4681.4 1.9214.2整体式路基左幅116K51+479.0～K52+021.0542.0I-67 5.94 5.71 5.730.13911.44 6.02 6.02 6.11 6.31 6.4350.4314.4 29.31191.31191.3 3.3374.5整体式路基左幅117K52+021.0～K52+131.0110.0I-67 1.18 1.16 1.160.028 2.32 1.22 1.22 1.24 1.31 1.3728.3146.324.5 5.9241.8241.80.776.0整体式路基左幅118K52+131.0～K52+169.038.0I-670.420.400.400.0100.800.420.420.430.440.45 3.522.0 2.183.583.50.226.3整体式路基左幅119K52+169.0～K52+234.065.0I-670.690.680.690.017 1.370.720.720.730.770.8116.786.514.5 3.5142.9142.90.444.9整体式路基左幅120K52+234.0～K52+629.0395.0I-67 4.33 4.16 4.180.1018.34 4.39 4.39 4.46 4.60 4.6936.7229.1 21.3868.2868.2 2.4272.9整体式路基左幅121K52+629.0～K52+692.163.1I-670.670.660.670.016 1.330.700.700.710.750.7916.283.914.1 3.4138.7138.70.443.6整体式路基左幅122K52+975.9～K53+204.0228.1I-67 2.50 2.40 2.410.058 4.82 2.53 2.53 2.57 2.66 2.7121.2132.3 12.3501.4501.4 1.4157.6整体式路基左幅123K53+204.0～K53+429.0225.0I-67 2.41 2.37 2.380.058 4.75 2.50 2.50 2.54 2.67 2.8157.8299.350.212.2494.6494.6 1.4155.5整体式路基左幅124K53+429.0～K53+511.082.0I-670.900.860.870.021 1.730.910.910.920.960.977.647.6 4.4180.2180.20.556.7整体式路基左幅125K53+511.0～K53+616.0105.0I-67 1.12 1.11 1.110.027 2.22 1.17 1.17 1.18 1.25 1.3127.0139.723.4 5.7230.8230.80.672.6整体式路基左幅126K53+616.0～K53+680.064.0I-670.700.670.680.016 1.350.710.710.720.750.76 6.037.1 3.5140.7140.70.444.2整体式路基左幅127K53+680.0～K53+815.0135.0I-67 1.44 1.42 1.430.035 2.85 1.50 1.50 1.52 1.60 1.6934.7179.630.17.3296.7296.70.893.3整体式路基左幅128K53+815.0～K53+922.0107.0I-67 1.17 1.13 1.130.027 2.26 1.19 1.19 1.21 1.25 1.2710.062.1 5.8235.2235.20.673.9整体式路基左幅129K53+922.0～K54+197.0275.0I-67 2.94 2.90 2.910.070 5.81 3.05 3.05 3.10 3.27 3.4370.7365.861.314.9604.5604.5 1.7190.0整体式路基左幅130K54+197.0～K54+332.0135.0I-67 1.48 1.42 1.430.035 2.85 1.50 1.50 1.52 1.57 1.6012.678.3 7.3296.7296.70.893.3整体式路基左幅 编制： 复核：S3-2-29 第6页 共12页4cmAC-13改性沥青砼上面层(1000m 2)5cmAC-16沥青砼中面层(1000m 2)6cmAC-20沥青砼下面层(1000m 2)沥青抗剥落剂（t ）粘层(1000m 2)封层(1000m 2)透层(1000m 2)20cm 水泥稳定碎石上基层(1000m 2)16cm 水泥稳定碎石下基层(1000m 2)16cm 级配碎石垫层(1000m 2)级配砂砾(m 3)防渗土工布(m 2)填土(m 3)预制C25砼路缘石(m 3)2cm 沥青砂(m 2)防渗土工布(m 2)M10砂浆垫层(m 3)回填种植土(m 3)134567891011121314151617181920212223中央分隔带备注2土路肩G310大力加山（省界）至循化公路工程施工图序号起 讫 桩 号铺 筑长 度结 构类 型行车道、路缘带、硬路肩131K54+332.0～K54+409.077.0I-670.820.810.810.020 1.630.850.850.870.910.9619.8102.417.2 4.2169.2169.20.553.2整体式路基左幅132K54+409.0～K54+495.086.0I-670.940.910.910.022 1.820.960.960.97 1.00 1.028.049.9 4.6189.0189.00.559.4整体式路基左幅133K54+495.0～K54+771.0276.0I-67 2.95 2.91 2.920.071 5.83 3.06 3.06 3.11 3.28 3.4570.9367.161.514.9606.6606.6 1.7190.7整体式路基左幅134K54+771.0～K54+988.1217.1I-67 2.38 2.29 2.300.056 4.58 2.41 2.41 2.45 2.53 2.5820.2125.9 11.7477.2477.2 1.3150.0整体式路基左幅135K55+091.9～K55+193.0101.1I-67 1.08 1.06 1.070.026 2.13 1.12 1.12 1.14 1.20 1.2626.0134.522.5 5.5222.2222.20.669.9整体式路基左幅136K55+193.0～K55+607.0414.0I-67 4.54 4.36 4.380.1068.74 4.60 4.60 4.67 4.82 4.9138.5240.1 22.4910.0910.0 2.5286.1整体式路基左幅137K55+607.0～K55+931.0324.0I-67 3.46 3.41 3.430.083 6.84 3.60 3.60 3.65 3.85 4.0583.3430.972.317.5712.2712.2 1.9223.9整体式路基左幅138K55+931.0～K56+253.0322.0I-67 3.53 3.39 3.410.082 6.80 3.58 3.58 3.63 3.75 3.8229.9186.8 17.4707.8707.8 1.9222.5整体式路基左幅139K56+253.0～K56+500.1247.1I-67 2.64 2.60 2.610.063 5.22 2.74 2.74 2.78 2.94 3.0963.5328.655.113.3543.1543.1 1.5170.7整体式路基左幅140K57+523.9～K57+647.7123.8I-67 1.36 1.30 1.310.032 2.61 1.38 1.38 1.40 1.44 1.4711.571.8 6.7272.1272.10.785.6整体式路基左幅141K57+647.7～K57+882.5234.8I-67 2.51 2.47 2.480.060 4.96 2.61 2.61 2.65 2.79 2.9360.3312.252.412.7516.0516.0 1.4162.2整体式路基左幅142K57+882.5～K58+205.0322.5I-67 3.53 3.40 3.410.083 6.81 3.58 3.58 3.64 3.76 3.8330.0187.1 17.4708.9708.9 1.9222.9整体式路基左幅143K58+205.0～K58+210.0 5.0I-670.050.050.050.0010.110.060.060.060.060.06 1.3 6.7 1.10.311.011.00.0 3.5整体式路基左幅144K58+210.0～K58+254.044.0I-670.480.460.470.0110.930.490.490.500.510.52 4.125.5 2.496.796.70.330.4整体式路基左幅145K58+254.0～K58+268.014.0I-670.150.150.150.0040.300.160.160.160.170.17 3.618.6 3.10.830.830.80.19.7整体式路基左幅146K58+268.0～K58+420.0152.0I-67 1.67 1.60 1.610.039 3.21 1.69 1.69 1.71 1.77 1.8014.188.2 8.2334.1334.10.9105.0整体式路基左幅147K58+420.0～K58+500.080.0I-670.860.840.850.020 1.690.890.890.900.95 1.0020.6106.417.8 4.3175.8175.80.555.3整体式路基左幅148K58+500.0～K58+540.740.7I-670.450.430.430.0100.860.450.450.460.470.48 3.823.6 2.289.589.50.228.1整体式路基左幅149K58+540.7～K58+590.049.3I-670.530.520.520.013 1.040.550.550.560.590.6212.765.611.0 2.7108.4108.40.334.1整体式路基左幅150K58+590.0～K58+763.1173.1I-67 1.90 1.82 1.830.044 3.65 1.92 1.92 1.95 2.02 2.0516.1100.4 9.3380.5380.5 1.0119.6整体式路基左幅151K59+026.9～K59+040.013.1I-670.140.140.140.0030.280.150.150.150.160.16 3.417.4 2.90.728.828.80.19.1整体式路基左幅152K59+040.0～K59+180.0140.0I-67 1.53 1.47 1.480.036 2.96 1.56 1.56 1.58 1.63 1.6613.081.2 7.6307.7307.70.896.7整体式路基左幅153K60+467.3～K60+473.4 6.1I-670.070.060.060.0020.130.070.070.070.070.08 1.68.1 1.40.313.413.40.0 4.2154K60+460.0～K60+691.0231.0I-67 2.47 2.43 2.440.059 4.88 2.56 2.56 2.60 2.74 2.8959.4307.251.512.5507.7507.7 1.4159.6155K60+691.0～K60+860.0169.0I-67 1.85 1.78 1.790.043 3.57 1.88 1.88 1.91 1.97 2.0115.798.0 9.1371.5371.5 1.0116.8整体式路基左幅156K60+860.0～K61+105.6245.6I-672.632.592.600.0635.182.732.732.772.923.0763.1326.654.813.3539.8539.81.5169.7整体式路基左幅整体式路基左幅K60+473.415=K60+460S3-2-29 第7页 共12页4cmAC-13改性沥青砼上面层(1000m 2)5cmAC-16沥青砼中面层(1000m 2)6cmAC-20沥青砼下面层(1000m 2)沥青抗剥落剂（t ）粘层(1000m 2)封层(1000m 2)透层(1000m 2)20cm 水泥稳定碎石上基层(1000m 2)16cm 水泥稳定碎石下基层(1000m 2)16cm 级配碎石垫层(1000m 2)级配砂砾(m 3)防渗土工布(m 2)填土(m 3)预制C25砼路缘石(m 3)2cm 沥青砂(m 2)防渗土工布(m 2)M10砂浆垫层(m 3)回填种植土(m 3)134567891011121314151617181920212223中央分隔带备注2土路肩G310大力加山（省界）至循化公路工程施工图序号起 讫 桩 号铺 筑长 度结 构类 型行车道、路缘带、硬路肩157K61+142.4～K61+157.014.6I-670.160.150.150.0040.310.160.160.160.170.18 3.819.4 3.30.832.132.10.110.1整体式路基左幅158K61+157.0～K61+243.186.1I-670.940.910.910.022 1.820.960.960.97 1.00 1.028.049.9 4.6189.2189.20.559.5整体式路基左幅159K61+346.9～K61+366.019.1I-670.200.200.200.0050.400.210.210.220.230.24 4.925.4 4.3 1.042.042.00.113.2整体式路基左幅160K61+366.0～K61+426.160.1I-670.660.630.640.015 1.270.670.670.680.700.71 5.634.9 3.2132.1132.10.441.5整体式路基左幅161K61+609.9～K61+751.0141.1I-67 1.55 1.49 1.490.036 2.98 1.57 1.57 1.59 1.64 1.6713.181.8 7.6310.1310.10.897.5整体式路基左幅162K61+751.0～K61+777.026.0I-670.280.270.280.0070.550.290.290.290.310.32 6.734.6 5.8 1.457.157.10.218.0整体式路基左幅163K61+940.9～K61+966.025.1I-670.270.260.270.0060.530.280.280.280.300.31 6.533.4 5.6 1.455.255.20.217.3整体式路基左幅164K61+966.0～K62+191.0225.0I-67 2.47 2.37 2.380.058 4.75 2.50 2.50 2.54 2.62 2.6720.9130.5 12.2494.6494.6 1.4155.5整体式路基左幅165K62+355.0～K62+440.585.5I-670.940.900.900.022 1.800.950.950.96 1.00 1.018.049.6 4.6187.9187.90.559.1整体式路基左幅166K5+824.4～K5+957.0132.6I-67 1.56 1.44 1.460.035 2.90 1.50 1.50 1.52 1.56 1.5624.7159.1 分离式右幅167K5+957.0～K6+008.051.0I-670.560.550.560.014 1.120.570.570.580.620.6626.2135.722.7分离式右幅168K8+829.6～K8+966.1136.5I-67 1.60 1.49 1.500.036 2.99 1.54 1.54 1.57 1.60 1.6025.4163.8 分离式右幅169K9+109.9～K9+242.0132.1I-67 1.55 1.44 1.450.035 2.89 1.49 1.49 1.52 1.55 1.5524.6158.5 分离式右幅170K10+111.9～K10+130.018.1I-670.210.200.200.0050.400.200.200.210.210.21 3.421.7 分离式右幅171K10+130.0～K10+163.033.0I-670.360.350.350.0080.700.370.370.370.380.39 3.119.1 1.872.572.50.222.8整体式路基右幅172K10+467.0～K10+633.1166.1I-67 1.82 1.75 1.760.042 3.51 1.85 1.85 1.87 1.94 1.9715.496.3 9.0365.1365.1 1.0114.8整体式路基右幅173K11+117.0～K11+138.121.1I-670.230.220.220.0050.450.230.230.240.250.25 2.012.2 1.146.446.40.114.6整体式路基右幅174K11+422.0～K12+000.0578.0I-67 6.33 6.09 6.120.14812.20 6.42 6.42 6.52 6.73 6.8653.8335.2 31.21270.41270.4 3.5399.4整体式路基右幅175K12+000.0～K12+128.0128.0I-67 1.37 1.35 1.350.033 2.70 1.42 1.42 1.44 1.52 1.6032.9170.228.5 6.9281.3281.30.888.4整体式路基右幅176K12+128.0～K12+227.499.4I-67 1.09 1.05 1.050.025 2.10 1.10 1.10 1.12 1.16 1.189.257.7 5.4218.6218.60.668.7整体式路基右幅177K12+227.4～K12+328.1100.7I-67 1.18 1.10 1.110.027 2.20 1.14 1.14 1.16 1.18 1.1818.7120.8 分离式右幅178K13+071.9～K13+148.076.1I-670.890.830.840.020 1.660.860.860.870.890.8914.291.3 分离式右幅179K13+148.0～K13+220.172.1I-670.790.780.790.019 1.580.810.810.830.880.9437.1191.832.2分离式右幅180K13+282.9～K13+286.0 3.1I-670.030.030.030.0010.070.030.030.040.040.04 1.68.2 1.4分离式右幅181K18+763.8～K18+878.0114.2I-67 1.34 1.24 1.260.030 2.50 1.29 1.29 1.31 1.34 1.3421.2137.1 分离式右幅182K18+878.0～K18+951.673.6I-670.810.800.810.0201.610.830.830.840.900.9637.8195.832.8分离式右幅S3-2-29 第8页 共12页4cmAC-13改性沥青砼上面层(1000m 2)5cmAC-16沥青砼中面层(1000m 2)6cmAC-20沥青砼下面层(1000m 2)沥青抗剥落剂（t ）粘层(1000m 2)封层(1000m 2)透层(1000m 2)20cm 水泥稳定碎石上基层(1000m 2)16cm 水泥稳定碎石下基层(1000m 2)16cm 级配碎石垫层(1000m 2)级配砂砾(m 3)防渗土工布(m 2)填土(m 3)预制C25砼路缘石(m 3)2cm 沥青砂(m 2)防渗土工布(m 2)M10砂浆垫层(m 3)回填种植土(m 3)134567891011121314151617181920212223中央分隔带备注2土路肩G310大力加山（省界）至循化公路工程施工图序号起 讫 桩 号铺 筑长 度结 构类 型行车道、路缘带、硬路肩183K19+035.4～K19+722.2686.8I-677.557.477.550.18215.037.747.747.888.398.92353.01826.9306.3分离式右幅184K19+722.2～K19+980.0257.8I-67 2.76 2.71 2.730.066 5.44 2.86 2.86 2.91 3.06 3.2266.3342.957.513.9566.6566.6 1.5178.1整体式路基右幅185K19+980.0～K20+421.0441.0I-67 4.83 4.64 4.670.1139.31 4.90 4.90 4.97 5.14 5.2341.0255.8 23.8969.3969.3 2.6304.7整体式路基右幅186K20+421.0～K20+603.0182.0I-67 1.95 1.92 1.930.047 3.84 2.02 2.02 2.05 2.16 2.2746.8242.140.69.8400.0400.0 1.1125.8整体式路基右幅187K20+603.0～K20+760.0157.0I-67 1.72 1.65 1.660.040 3.31 1.74 1.74 1.77 1.83 1.8614.691.1 8.5345.1345.10.9108.5整体式路基右幅188K20+760.0～K21+272.0512.0I-67 5.47 5.39 5.420.13110.81 5.68 5.68 5.77 6.08 6.39131.6681.0114.227.61125.41125.4 3.1353.8整体式路基右幅189K21+272.0～K21+726.0454.0I-67 4.98 4.78 4.800.1169.58 5.04 5.04 5.12 5.29 5.3942.2263.3 24.5997.9997.9 2.7313.7整体式路基右幅190K21+726.0～K21+821.095.0I-67 1.02 1.00 1.010.024 2.01 1.05 1.05 1.07 1.13 1.1924.4126.421.2 5.1208.8208.80.665.6整体式路基右幅191K21+821.0～K22+633.1812.1I-678.908.558.590.20817.149.029.029.169.469.6475.5471.0 43.91785.01785.0 4.9561.2整体式路基右幅192K22+936.9～K22+963.026.1I-670.280.270.280.0070.550.290.290.290.310.33 6.734.7 5.8 1.457.457.40.218.0整体式路基右幅193K22+963.0～K23+320.0357.0I-67 3.91 3.76 3.780.0917.54 3.97 3.97 4.03 4.16 4.2433.2207.1 19.3784.7784.7 2.1246.7整体式路基右幅194K23+320.0～K23+344.524.5I-670.260.260.260.0060.520.270.270.280.290.31 6.332.6 5.5 1.353.953.90.116.9整体式路基右幅195K23+428.3～K23+498.069.7I-670.750.730.740.018 1.470.770.770.790.830.8717.992.715.5 3.8153.2153.20.448.2整体式路基右幅196K23+498.0～K24+407.0909.0I-679.969.579.620.23319.1910.1010.1010.2510.5910.7984.5527.2 49.11998.01998.0 5.5628.1整体式路基右幅197K24+407.0～K25+083.1676.1I-677.237.127.150.17314.277.507.507.628.038.44173.8899.2150.836.51486.11486.1 4.1467.2整体式路基右幅198K25+145.9～K25+340.0194.1I-67 2.07 2.04 2.050.050 4.10 2.15 2.15 2.19 2.31 2.4249.9258.243.310.5426.6426.6 1.2134.1整体式路基右幅199K26+080.0～K26+116.136.1I-670.400.380.380.0090.760.400.400.410.420.43 3.420.9 1.979.379.30.224.9整体式路基右幅200K26+479.9～K27+687.81207.9I-6712.9112.7212.780.30925.5013.4113.4113.6114.3515.09310.41606.5269.465.22655.02655.07.2834.7整体式路基右幅201K27+851.6～K28+354.0502.4I-67 5.37 5.29 5.320.12910.61 5.58 5.58 5.66 5.97 6.27129.1668.2112.027.11104.31104.3 3.0347.2整体式路基右幅202K28+354.0～K28+542.0188.0I-67 2.06 1.98 1.990.048 3.97 2.09 2.09 2.12 2.19 2.2317.5109.0 10.2413.2413.2 1.1129.9整体式路基右幅203K28+542.0～K28+630.088.0I-670.940.930.930.023 1.860.980.980.99 1.05 1.1022.6117.019.6 4.8193.4193.40.560.8整体式路基右幅204K28+630.0～K28+678.048.0I-670.530.510.510.012 1.010.530.530.540.560.57 4.527.8 2.6105.5105.50.333.2整体式路基右幅205K28+678.0～K29+768.11090.1I-6711.6511.4811.530.27923.0112.1012.1012.2912.9513.62280.21449.8243.158.92396.02396.0 6.5753.3整体式路基右幅206K30+051.9～K30+666.1614.2I-67 6.57 6.47 6.500.15712.97 6.82 6.82 6.927.307.67157.8816.9137.033.21350.01350.0 3.7424.4整体式路基右幅207K30+829.9～K31+240.0410.1I-67 4.49 4.32 4.340.1058.66 4.56 4.56 4.63 4.78 4.8738.1237.9 22.1901.4901.4 2.5283.4整体式路基右幅208K31+240.0～K31+479.0239.0I-672.552.522.530.0615.052.652.652.692.842.9961.4317.953.312.9525.3525.31.4165.1整体式路基右幅S3-2-29 第9页 共12页4cmAC-13改性沥青砼上面层(1000m 2)5cmAC-16沥青砼中面层(1000m 2)6cmAC-20沥青砼下面层(1000m 2)沥青抗剥落剂（t ）粘层(1000m 2)封层(1000m 2)透层(1000m 2)20cm 水泥稳定碎石上基层(1000m 2)16cm 水泥稳定碎石下基层(1000m 2)16cm 级配碎石垫层(1000m 2)级配砂砾(m 3)防渗土工布(m 2)填土(m 3)预制C25砼路缘石(m 3)2cm 沥青砂(m 2)防渗土工布(m 2)M10砂浆垫层(m 3)回填种植土(m 3)134567891011121314151617181920212223中央分隔带备注2土路肩G310大力加山（省界）至循化公路工程施工图序号起 讫 桩 号铺 筑长 度结 构类 型行车道、路缘带、硬路肩209K31+479.0～K32+065.0586.0I-67 6.42 6.17 6.200.15012.37 6.51 6.51 6.61 6.83 6.9654.5339.9 31.61288.01288.0 3.5404.9整体式路基右幅210K32+065.0～K32+395.6330.6I-67 3.53 3.48 3.500.085 6.98 3.67 3.67 3.73 3.93 4.1385.0439.773.717.9726.7726.7 2.0228.4整体式路基右幅211K32+799.4～K34+468.61669.2I-6717.8417.5817.660.42735.2418.5318.5318.8119.8320.85429.02220.0372.290.13668.93668.910.01153.4整体式路基右幅212K34+531.4～K34+946.0414.6I-67 4.43 4.37 4.390.1068.75 4.60 4.60 4.67 4.93 5.18106.6551.492.522.4911.3911.3 2.5286.5整体式路基右幅213K34+946.0～K35+395.0449.0I-67 4.92 4.73 4.750.1159.48 4.99 4.99 5.06 5.23 5.3341.8260.4 24.2986.9986.9 2.7310.3整体式路基右幅214K35+395.0～K35+468.073.0I-670.780.770.770.019 1.540.810.810.820.870.9118.897.116.3 3.9160.5160.50.450.4整体式路基右幅215K35+468.0～K35+578.0110.0I-67 1.21 1.16 1.160.028 2.32 1.22 1.22 1.24 1.28 1.3110.263.8 5.9241.8241.80.776.0整体式路基右幅216K35+578.0～K36+608.11030.1I-6711.0110.8510.900.26421.7511.4311.4311.6112.2412.87264.71370.0229.755.62264.22264.2 6.2711.8整体式路基右幅217K36+691.9～K36+799.0107.1I-67 1.14 1.13 1.130.027 2.26 1.19 1.19 1.21 1.27 1.3427.5142.423.9 5.8235.4235.40.674.0整体式路基右幅218K36+799.0～K37+140.0341.0I-67 3.74 3.59 3.610.0877.20 3.79 3.79 3.85 3.97 4.0531.7197.8 18.4749.5749.5 2.0235.6整体式路基右幅219K37+140.0～K37+405.0265.0I-67 2.83 2.79 2.800.068 5.59 2.94 2.94 2.99 3.15 3.3168.1352.559.114.3582.5582.5 1.6183.1整体式路基右幅220K37+405.0～K37+680.0275.0I-67 3.01 2.90 2.910.070 5.81 3.06 3.06 3.10 3.20 3.2625.6159.5 14.9604.5604.5 1.7190.0整体式路基右幅221K37+680.0～K37+696.616.6I-670.180.170.180.0040.350.180.180.190.200.21 4.322.1 3.70.936.536.50.111.5整体式路基右幅222K37+733.4～K37+913.1179.7I-67 1.92 1.89 1.900.046 3.79 1.99 1.99 2.03 2.13 2.2446.2239.040.19.7395.0395.0 1.1124.2整体式路基右幅223K37+996.9～K38+500.0503.1I-67 5.38 5.30 5.320.12910.62 5.58 5.58 5.67 5.98 6.28129.3669.1112.227.21105.81105.8 3.0347.6整体式路基右幅224K39+800.0～K40+327.0527.0I-67 5.63 5.55 5.580.13511.12 5.85 5.85 5.94 6.26 6.58135.4700.9117.528.51158.31158.3 3.2364.2整体式路基右幅225K40+327.0～K40+383.156.1I-670.610.590.590.014 1.180.620.620.630.650.67 5.232.5 3.0123.3123.30.338.8整体式路基右幅226K40+426.9～K40+451.624.7I-670.260.260.260.0060.520.270.270.280.290.31 6.332.9 5.5 1.354.354.30.117.1整体式路基右幅227K40+488.4～K40+774.1285.7I-67 3.05 3.01 3.020.073 6.03 3.17 3.17 3.22 3.39 3.5773.4380.063.715.4628.0628.0 1.7197.4整体式路基右幅228K41+907.9～K42+101.1193.2I-67 2.07 2.03 2.040.049 4.08 2.14 2.14 2.18 2.30 2.4149.7257.043.110.4424.7424.7 1.2133.5整体式路基右幅229K42+244.9～K43+691.61446.7I-6715.4715.2315.310.37030.5416.0616.0616.3017.1918.07371.81924.1322.678.13179.83179.88.7999.7整体式路基右幅230K43+728.4～K44+098.1369.7I-67 3.95 3.89 3.910.0957.80 4.10 4.10 4.17 4.39 4.6295.0491.782.420.0812.6812.6 2.2255.5整体式路基右幅231K44+201.9～K44+338.1136.2I-67 1.46 1.43 1.440.035 2.88 1.51 1.51 1.53 1.62 1.7035.0181.130.47.4299.4299.40.894.1整体式路基右幅232K44+421.9～K44+640.0218.1I-67 2.33 2.30 2.310.056 4.60 2.42 2.42 2.46 2.59 2.7256.1290.148.611.8479.4479.4 1.3150.7整体式路基右幅233K44+640.0～K44+690.050.0I-670.550.530.530.013 1.060.560.560.560.580.59 4.729.0 2.7109.9109.90.334.6整体式路基右幅234K44+690.0～K45+039.0349.0I-673.733.673.690.0897.373.873.873.934.154.3689.7464.277.818.8767.1767.12.1241.2整体式路基右幅。
S3-3-1路基及排水设计说明
路基及排水设计说明1对初步设计批复及施工图定测外业验收意见的执行情况初步设计批复及施工图定测外业验收意见执行情况详见总体设计说明书。
2施工合同段划分情况根据业主意见及工程量情况，从便于施工和管理出发，全线共划分为8个土建施工标段，其中我公司负责的第2设计合同段暂定划分为6个土建施工标段。
桥涵预制构件由各标段自行集中预制。
土建施工标仅指路基和桥涵等土建部分，不包括路面、交通工程及环境保护、景观设计等内容。
其中路基施工至路床顶面（软基处理路段按设计要求执行），路床顶面以上工程由路面标完成；桥梁工程除桥面沥青铺装由路面标完成外，其余工程均在本次施工标段施工中完成。
标段划分见下表：表2-1 罗阳高速第2设计合同段土建施工标段一览表3路基设计原则、横断面布置及加宽、超高方案根据本项目特点，结合国内外特别是广东省高速公路建设的成功经验，本项目一般路基设计原则如下：1 路基设计中遵循“保证质量、贴切自然、平整美观、安全舒适”的思想，减少人工构造痕迹，使公路融入大自然。
2 保证路基稳定、交通安全，杜绝隐患，减少路基病害；路基设计贯彻“以人为本”的设计理念，把安全放在首位，采取各种有效方法和措施，保证公路设施自身安全和车辆运行安全。
3 设计中贯彻“低填、浅挖、缓边坡、节约用地”的设计原则，尽可能减少高填深挖路段。
4 加强环保、水保设计：尽量采用绿色环保型防护；在保证排水通畅的前提下优先选用碟形边沟等生态边沟；加强取土坑、弃土堆的环保设计；将地表耕植土、水塘清除的淤泥等当作一种不可再生的资源进行保护和利用。
3.1 路基横断面布置按照交通部部颁《公路工程技术标准》（JTGB01—2003）中高速公路路基横断面几何尺寸的规定以及批复意见，本项目设计速度采用100km/h和120km/h（与汕湛高速公路共线段及以南路段，即松柏至终点段）。
路基宽度分别采用26.0m和28.0m（与汕湛高速公路共线段，即松柏至崆峒段，K43+600~K77+580）。
【公路工程施工图设计】3-33路槽处理工程数量表(潮湿路段换填)
审核:
15969 11931 244013
271913
超挖换填
挖基
回填级配碎石
(m3)
(m3)
2484
1206
3416
776
1278
6210
1553
1397
3105
3555
1133
1553
1863
776
311
776
1757
200
160
399
1757
479
399
399
639
1757
388
932
1040
平均处理宽度
(m)
0.30 0.30 1.50 0.83 1.30 1.20 1.40 0.80 0.90 0.80 1.20 1.40 1.40
(m)
17.7 17.7 17.8 36.0 34.5 37.1 34.5 35.9 34.5 35.9 17.8 37.7 37.7
审核:
17.8 34.5 34.5 34.5 34.5 34.5 34.5 17.8 34.5 17.8 17.8 17.8 34.5 34.5 34.5 34.5 17.8 34.5 17.8 34.5 34.5 34.5 34.5 17.8 34.5
32
K180+800 ～ K180+900
33
K181+000 ～ K181+090
34
K181+710 ～ K181+910
35
K185+150 ～ K185+379
36
K185+827 ～ K185+900
37
清单
项目节编号清单子目号名称单位1第一部分 建筑安装工程费公路公里1-1临时工程公路公里1-2路基工程km1-2-1主线路基工程km1-2-1-1场地清理km1-2-1-1-1清理与掘除m2设置位置：K35+306~K36+736设计图号:S3-1-06202-1清理与掘除202-1-1清理现场m2清除表土m3直径10cm以下树木棵填前机械碾压m2 202-1-2砍伐树木棵直径10cm以上棵202-1-3挖除树根棵挖树根棵1-2-1-1-2挖除旧路面(K35+306~K37+386)m2 202-2挖除旧路面202-2-2挖除沥青混凝土路面202-2-2-10挖除100mm厚沥青混凝土路面m2挖除100mm厚沥青混凝土路面m3 202-2-2-12挖除120mm厚沥青混凝土路面m2挖除120mm沥青混凝土路面m31-2-1-1-3拆除旧建筑物、构筑物m3 202-3拆除结构物202-3-2拆除混凝土结构m3拆除路缘石m3拆除混凝土板22cm m3 202-3-3拆除砖、石及其他砌体结构m3拆除人行道砖m2 202-3-8拆除钢筋混凝土水管m拆除现状雨水主管D1000管m 202-3-8-1拆除现状雨水主管D1000管m拆除现状雨水主管D1000管m1-2-1-2挖方m31-2-1-2-1挖土方m31-2-1-2-1-1挖路基土方m31-2-1-2-1-1-1K35+306~K36+856203-1-1挖土方m3挖土方总量m3Ⅰ类m3Ⅱ类m3Ⅲ类m3远运土方运量m3.km弃土场处理m31-2-1-2-1-1-2K36+876~K37+096（主路）203-1-1挖土方m3挖土方总量m3Ⅰ类m3Ⅱ类m3Ⅲ类m3远运土方运量m3.km弃土场处理m3 1-2-1-2-1-1-3K36+876~K37+096（辅路）203-1-1挖土方m3挖土方总量m3Ⅰ类m3Ⅱ类m3Ⅲ类m3远运土方运量m3.km弃土场处理m3 1-2-1-2-1-1-4K35+306~K35+636（路基加宽处治）203-1-1挖土方m3挖土方总量m3Ⅰ类m3Ⅱ类m3Ⅲ类m3远运土方运量m3.km弃土场处理m3 1-2-1-2-3挖非适用材料m3 1-2-1-2-3-1挖路基段非适用材料m3设置位置图号203-1-3挖除非适用材料（不含淤泥）m3挖除不良土m3 203-1-4挖淤泥m3挖淤泥m3排水m3 1-2-1-3填方m3 1-2-1-3-1路基填方m3 1-2-1-3-1-1换填m3 204-1-10换填砂砾m3换填中粗砂m3 1-2-1-3-1-3借方填筑m3 1-2-1-3-1-3-1K35+306~K36+856204-1-6借石填方m3借石填方m3 1-2-1-3-1-3-2K36+876~K37+096（主路）204-1-6借石填方m3借石填方（主路）m3 1-2-1-3-1-3-3K36+876~K37+096（辅路）204-1-6借石填方m3借石填方（辅路）m3 1-2-1-3-1-4填砂路基m3 1-2-1-3-1-4-1K35+306~K35+636204-1-9填砂路堤m3购买砂量m3淤泥回填砂m3清表回填砂m3 1-2-1-3-1-4-2K36+656~K36+736204-1-9填砂路堤m3购买砂量m3淤泥回填砂m3清表回填砂m3 1-2-1-3-1-4-3HJK0+160~HJK0+670204-1-9填砂路堤m3购买砂量m3淤泥回填砂m3清表回填砂m3 1-2-1-3-1-4-4K35+306~K35+636（路基加宽处治）204-1-9填砂路堤m3购买砂量m3回填路基用砂m3 1-2-1-4特殊路基处理km 1-2-1-4-1软弱地基处理m2/km 1-2-1-4-1-1清除换填m2/m3设置位置:K35+306.00~K37+386.00、HJKO+090~HJKO+670图号:s3-1-161-2-1-4-1-1-1K35+306.00~K37+386.00204-1-11换填碎石m3换填碎石m3 204-1-11-124cm5%水泥稳定碎石m324cm5%水泥稳定碎，60%（2-5cm）碎石+40%水泥（5%）砂m3 204-1-11-250cm4%水泥稳定块石m350cm4%水泥稳定块石m3 204-1-11-360cm带渣片块石m3换填带渣片块石，为80%片块石+20%水泥（4%）砂m3 1-2-1-4-1-1-2HJK0+160~HJK0+670204-1-11换填碎石m3204-1-11-124cm5%水泥稳定碎石m324cm5%水泥稳定碎，60%（2-5cm）碎石+40%水泥（5%）砂m3 204-1-11-250cm4%水泥稳定块石m350cm4%水泥稳定块石m3 204-1-11-360cm带渣片块石m3换填带渣片块石，为80%片块石+20%水泥（4%）砂m3 1-2-1-4-1-1-3K35+306~K37+386203-1-1挖土方m3Ⅱ类m3 1-2-1-4-1-1-4HJK0+160~HJK0+670203-1-1挖土方m3Ⅱ类m3 1-2-1-4-1-1-5K35+306.00~K37+386.00205-1-15土工格栅205-1-15-2双向格栅（按抗拉强度分类）m2205-1-15-2-10双向格栅（抗拉强度≥100KN/m）m2双向格栅（抗拉强度≥100KN/m）m2 1-2-1-4-1-1-6HJK0+160~HJK0+670205-1-15土工格栅205-1-15-2双向格栅（按抗拉强度分类）m2205-1-15-2-10双向格栅（抗拉强度≥100KN/m）m2双向格栅（抗拉强度≥100KN/m）m2 1-2-1-4-3桥头路基处理(K37+083.864~K37+113.864)m2/km设置位置图号205-1-2-1砂、砂砾垫层m3205-1-2-1-1中粗砂垫层m3中粗砂垫层m3 205-1-2-11CFG桩205-1-2-11-2φ400mmφ400mmCFG桩m 205-1-15土工格栅205-1-15-1单向格栅（按抗拉强度分类）m2205-1-15-1-1单向格栅（抗拉强度≥35KN/m）m2单向格栅（抗拉强度≥40KN/m）m2 205-1-15-2双向格栅（按抗拉强度分类）m2205-1-15-2-4双向格栅（抗拉强度≥40KN/m）m2双向格栅（抗拉强度≥40KN/m）m2 1-2-1-4-5低填浅挖路段处理m2/km设置位置:K35+636.00~K37+386.00图号:s3-1-08203-1-3挖除非适用材料(不含淤泥) m3挖除非适用材料(不含淤泥)m3 204-1-1挖换填土(零填挖)m3换填土（中粗砂）m3 1-2-1-5排水工程km 1-2-1-5-2排水沟（K35+306~K35+636）m3/m 1-2-1-5-2-3浆砌片石排水沟m3/m 207-2-1浆砌片石排水沟m3207-2-1-2M7.5水泥浆砌片石排水沟m3M7.5水泥浆砌片石排水沟m3砂垫层m3 1-2-1-6路基防护与加固工程km 1-2-1-6-1填方边坡防护与加固km/m2 1-2-1-6-1-1坡面植物防护(K35+306~K35+636)m2 208-1植物护坡 208-1-1喷播草灌护坡m2喷播草灌m2 1-2-1-6-1-2坡面圬工防护(K35+577~K35+614)m3/m2 208-3浆砌片石护坡 208-3-3实体式浆砌片石护坡m3208-3-3-2M7.5实体式浆砌片石护坡m3挖基础m3实体式浆砌片石护坡m3M10水泥砂浆㎡1-2-1-6-4挡土墙m3/m 1-2-1-6-4-3现浇混凝土挡土墙m3/m设置位置:K35+306.000~K35+615.000、K36+920.24~K37+115.24图号:S3-1-261-2-1-6-4-3-1K35+306~K35+615.000209-3-1挡墙混凝土209-3-1-7C25片石混凝土m3C25混凝土墙身m3基坑开挖m3回填砂砾石m35.59m PVC管m沥青麻絮沉降缝(路肩墙)m2沥青木板填缝(挡土墙)m2 209-3-2挡墙钢筋209-3-2-1普通钢筋kg钢筋总量kgR235级钢筋φ8kgR235级钢筋φ10kgHRB335级钢筋Φ12kgHRB335级钢筋Φ16kg 1-2-1-6-4-3-2K36+920.24~K37+115.24209-3-1挡墙混凝土209-3-1-7C25片石混凝土m3C25混凝土墙身m3回填中粗砂m3碎石m3反滤层（砂砾）m36cm PVC管m基坑开挖m3土工膜（防水土工布）m2沥青木板填缝(挡土墙)m2 209-3-2挡墙钢筋209-3-2-1普通钢筋kg钢筋总量kgR235级钢筋kgHRB335级钢筋kg 209-4-2挡土墙基础碎石垫层 m3碎石垫层m3 1-3路面工程km/m21-3-1不含互通主线路面工程m2/km设置位置图号1-3-1-1路面垫层m2设置位置：K35+656~K36+696图号:S3-2-02302-1垫层 302-1-3水泥稳定土垫层302-1-3-3水泥含量5%以内稳定土垫层302-1-3-3-1厚150mm以内（含150mm）m2厚...mm m2 302-1-3-3-1-1厚150mm5%水泥稳定级配碎石调平层m2厚150mm5%水泥稳定级配碎石调平层m2 1-3-1-2路面底基层m2设置位置:K35+306~K37+386图号:S3-2-021-3-1-2-1K35+360~K37+386（新建辅道）304-1水泥稳定土底基层、基层304-1-2水泥含量4%以内稳定土底基层、基层304-1-2-1厚150mm以内m2厚150mm m2 304-1-2-1-14%水泥稳定石屑稳定层，厚150mm m24%水泥稳定石屑稳定层，厚150mm m2 304-1-2-2厚200mm以内m2厚180mm m2 304-1-2-2-14%水泥稳定石屑底基层，厚180mm m24%水泥稳定石屑底基层，厚180mm m2 1-3-1-2-2K35+656~K37+113.864（主路）304-1水泥稳定土底基层、基层304-1-2水泥含量4%以内稳定土底基层、基层304-1-2-2厚200mm以内m2304-1-2-2-14%水泥稳定石屑底基层，厚180mm m24%水泥稳定石屑底基层，厚180mm m2 1-3-1-2-3K36+867.244~K37+386304-1水泥稳定土底基层、基层304-1-2水泥含量4%以内稳定土底基层、基层304-1-2-1厚150mm以内m2304-1-2-1-14%水泥稳定石屑底基层，厚150mm m24%水泥稳定石屑底基层，厚150mm m2 304-1-2-2厚200mm以内m2304-1-2-2-14%水泥稳定石屑底基层，厚180mm m24%水泥稳定石屑底基层，厚180mm m2 1-3-1-2-4K37+191.582304-1水泥稳定土底基层、基层304-1-2水泥含量4%以内稳定土底基层、基层304-1-2-1厚150mm以内m2304-1-2-1-14%水泥稳定石屑底基层，厚150mm m24%水泥稳定石屑底基层，厚150mm m2 304-1-2-1厚200mm以内m2304-1-2-1-14%水泥稳定石屑底基层，厚180mm m24%水泥稳定石屑底基层，厚180mm m2 1-3-1-2-5K36+867.244~K37+386304-1水泥稳定土底基层、基层m2304-1-3水泥含量4.5%以内稳定土底基层、基层m2304-1-2-2厚200mm以内m2304-1-2-2-1 4.5%水泥稳定石屑底基层，厚180mm m24.5%水泥稳定石屑底基层，厚180mm m2 1-3-1-2-6K37+191.582304-1水泥稳定土底基层、基层304-1-3水泥含量4.5%以内稳定土底基层、基层304-1-2-2厚200mm以内m2304-1-2-2-1 4.5%水泥稳定石屑底基层，厚180mm m24.5%水泥稳定石屑底基层，厚180mm m2 1-3-1-3路面基层m2 1-3-1-3-1K35+360~K37+386（新建辅道）304-1水泥稳定土底基层、基层304-1-3水泥含量4.5%以内稳定土底基层、基层304-1-3-2厚200mm以内m2304-1-3-2-1 4.5%水泥稳定级配碎石下基层，厚180mm m24.5%水泥稳定级配碎石下基层，厚180mm㎡1-3-1-3-2K35+656~K37+113.864（主路）304-1水泥稳定土底基层、基层304-1-3水泥含量4.5%以内稳定土底基层、基层304-1-3-2厚200mm以内m2304-1-3-2-1 4.5%水泥稳定级配碎石下基层，厚180mm m24.5%水泥稳定级配碎石下基层，厚180mm㎡1-3-1-3-3K35+360~K37+386（新建辅道）304-1水泥稳定土底基层、基层304-1-3水泥含量5%以内稳定土底基层、基层304-1-3-2厚200mm以内m2304-1-3-2-15%水泥稳定级配碎石上基层，厚180mm m25%水泥稳定级配碎石上基层，厚180mm m2 1-3-1-3-4K35+656~K37+113.864（主路）304-1水泥稳定土底基层、基层304-1-3水泥含量5%以内稳定土底基层、基层304-1-3-2厚200mm以内m2304-1-3-2-15%水泥稳定级配碎石上基层，厚180mm m25%水泥稳定级配碎石上基层，厚180mm m2 1-3-1-3-5K36+867.244~K37+386304-1水泥稳定土底基层、基层304-1-3水泥含量5%以内稳定土底基层、基层304-1-3-2厚200mm以内m2304-1-3-2-15%水泥稳定级配碎石上基层，厚180mm m25%水泥稳定级配碎石上基层，厚180mm m21-3-1-3-6K37+191.582304-1水泥稳定土底基层、基层304-1-3水泥含量5%以内稳定土底基层、基层304-1-3-2厚200mm以内m2304-1-3-2-15%水泥稳定级配碎石上基层，厚180mm m25%水泥稳定级配碎石上基层，厚180mm m2 1-3-1-4透层、黏层、封层m2设置位置:K35+306~K37+386图号:S3-2-021-3-1-4-1透层m2 1-3-1-4-1-1K35+360~K37+386（新建辅道）308-1透层308-1-2改性乳化沥青透层m2改性乳化沥青透层m2 1-3-1-4-1-2K35+656~K37+113.864（主路）308-1透层308-1-2改性乳化沥青透层m2改性乳化沥青透层m2 1-3-1-4-1-3K36+867.244~K37+386308-1透层308-1-2改性乳化沥青透层m2改性乳化沥青透层m2 1-3-1-4-1-4K37+191.582308-1透层308-1-2改性乳化沥青透层m2改性乳化沥青透层m2 1-3-1-4-2黏层m2 1-3-1-4-2-1K35+360~K37+386（新建辅道）308-2黏层308-2-2改性乳化沥青粘层m2改性乳化沥青粘层m2 1-3-1-4-2-2K35+656~K37+113.864（主路）308-2黏层308-2-2改性乳化沥青粘层m2改性乳化沥青粘层m2 1-3-1-4-3封层m2 1-3-1-4-3-1K35+360~K37+386（新建辅道）310-2封层 310-2-2乳化沥青封层m2乳化沥青封层m2 1-3-1-4-3-2K35+656~K37+113.864（主路）310-2封层 310-2-2乳化沥青封层m2乳化沥青封层m2 1-3-1-4-3-3K36+867.244~K37+386310-2封层 310-2-2乳化沥青封层m2乳化沥青封层m2 1-3-1-4-3-4K37+191.582310-2封层 310-2-2乳化沥青封层m2乳化沥青封层m2 1-3-1-5路面面层m2 1-3-1-5-1沥青混凝土面层m2 1-3-1-5-1-1沥青混凝土上面层m2设置位置:K35+306~K37+386图号:S3-2-021-3-1-5-1-1-1K35+360~K37+386（新建辅道）311-1细粒式改性沥青混合料311-1-4厚40mm以内m2厚...mm.m2 311-1-4-1厚40mm m2细粒式改性沥青混合料AC-13C厚40mm m2 1-3-1-5-1-1-2K35+656~K37+113.864（主路）311-1细粒式改性沥青混合料311-1-4厚40mm以内m2311-1-4-1厚40mm m2细粒式改性沥青混合料AC-13C厚40mm m2 1-3-1-5-1-1-3K36+867.244~K37+386311-1细粒式改性沥青混合料311-1-4厚40mm以内m2311-1-4-1厚40mm m2细粒式改性沥青混合料AC-13C厚40mm m2 1-3-1-5-1-1-4K37+191.582311-1细粒式改性沥青混合料311-1-4厚40mm以内m2311-1-4-1厚40mm m2细粒式改性沥青混合料AC-13C厚40mm m2 1-3-1-5-1-2沥青混凝土中面层m2 1-3-1-5-1-2-1K35+656~K37+113.864（主路）309-2中粒式沥青混凝土309-2-6厚60mm以内m2厚...mm m2 309-2-6-1厚60mm m2中粒式沥青砼AC-20C厚60mm m2 1-3-1-5-1-2-2K36+867.244~K37+386309-2中粒式沥青混凝土309-2-6厚60mm以内m2309-2-6-1厚60mm m2中粒式沥青砼AC-20C厚60mm m2 1-3-1-5-1-2-3K37+191.582309-2中粒式沥青混凝土309-2-6厚60mm以内m2309-2-6-1厚60mm m2中粒式沥青砼AC-20C厚60mm m2 1-3-1-5-1-3沥青混凝土下面层m2设置位置:K35+306~K37+386图号:S3-2-021-3-1-5-1-3-1K35+360~K37+386（新建辅道）309-3粗粒式沥青混凝土309-3-8厚80mm以内m2厚...mm.m2 309-3-8-1厚80mm m2粗粒式沥青砼AC-25C厚80mm m2 1-3-1-5-1-3-2K35+656~K37+113.864（主路）309-3粗粒式沥青混凝土309-3-8厚80mm以内m2309-3-8-1厚80mm m2粗粒式沥青砼AC-25C厚80mm m2 309-7粗粒式沥青碎石混合料309-7-1粗粒式沥青碎石混合料（按体积计）m3309-7-1-1AM-16沥青碎石调平层m3AM-16沥青碎石调平层m3 1-3-1-5-1-3-3K36+867.244~K37+386309-3粗粒式沥青混凝土309-3-8厚80mm以内m2309-3-8-1厚80mm m2粗粒式沥青砼AC-25C厚80mm m2 309-7粗粒式沥青碎石混合料309-7-1粗粒式沥青碎石混合料（按体积计）m3309-7-1-2AM-25沥青碎石调平层m3AM-25沥青碎石调平层m3 1-3-1-5-1-3-4K37+191.582309-3粗粒式沥青混凝土309-3-8厚80mm以内m2309-3-8-1厚80mm m2粗粒式沥青砼AC-25C厚80mm m2 309-7粗粒式沥青碎石混合料309-7-1粗粒式沥青碎石混合料（按体积计）m3309-7-1-2AM-25沥青碎石调平层m3AM-25沥青碎石调平层m3 1-3-1-5-2水泥混凝土面层m2 1-3-1-5-2-1K35+360~K37+386（新建辅道）312-5彩色混凝土面砖312-5-1厚60mm㎡厚60mm彩色混凝土面砖㎡1:2水泥砂浆厚2cm m2 1-3-1-5-2-2K36+867.244~K37+386312-5彩色混凝土面砖312-5-1厚60mm㎡厚60mm彩色混凝土面砖㎡1:2水泥砂浆厚2cm m2 1-3-1-5-2-3K37+191.582312-5彩色混凝土面砖312-5-1厚60mm㎡厚60mm彩色混凝土面砖㎡1:2水泥砂浆厚2cm m2 1-3-1-6路槽、路肩及中央分隔带kmK35+306~K37+3861-3-1-6-4中央分隔带回填土m3 313-2中央分隔带回填土m3中央分隔带回填土m3 315-4中央分隔带铺草皮m2中央分隔带铺草皮m2 1-3-1-6-5路缘石m/m3 313-6混凝土路缘石313-6-1预制块混凝土路缘石313-6-1-4C30混凝土m3C15混凝土m3 313-6-1-4-1预制块混凝土侧Ⅰ（15mm*30mm）m3预制块混凝土侧Ⅰ（15mm*30mm）m预制块混凝土侧ⅠC30砼m3C15混凝土底座m3 313-6-1-4-2预制块混凝土侧石Ⅱ（22mm*55mm）m3预制块混凝土侧石Ⅱ（22mm*55mm）m预制块混凝土侧石ⅡC30砼m3C15混凝土底座m3 313-6-1-4-3预制块混凝土路缘石C型（15mm*30mm）m3预制块混凝土路缘石C型（15mm*30mm）m预制块混凝土路缘石C型C30砼m3C15混凝土底座m31：3水泥砂浆m2 313-6-1-4-4预制块混凝土路缘石E型（22mm*55mm）m3预制块混凝土路缘石E型（22mm*55mm）m预制块混凝土路缘石E型C30砼m3C15混凝土底座m31：3水泥砂浆m2 313-6-1-4-5预制块混凝土平石（22mm*11mm）m3预制块混凝土平石C30砼m3 1-3-1-7路面排水km 1-3-1-7-3排水管m 1-3-1-7-3-1纵向排水管m 314-1排水管314-1-3纵向混凝土排水管314-1-3-3φ300mm以内m314-1-3-3-1平接式Ⅱ级混凝土管D300mm m平接式Ⅱ级混凝土管D300mm m 314-1-3-5φ400mm以内m314-1-3-5-1平接式Ⅱ级混凝土管D400mm m平接式Ⅱ级混凝土管D400mm m 314-1-3-11φ700mm以内m314-1-3-11-1平接式Ⅱ级混凝土管D700mm m平接式Ⅱ级混凝土管D700mm m 314-1-3-17φ1000mm以内m314-1-3-11-1平接式Ⅱ级混凝土管D1000mm m平接式Ⅱ级混凝土管D1000mm m1-3-1-7-3-2横向排水管m/道314-1排水管314-1-6横向混凝土排水管314-1-6-3φ300mm以内mΦ200mm以内m 314-1-6-3-1平接式Ⅱ级混凝土管D300mm m平接式Ⅱ级混凝土管D300mm 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