挖方-路基防護(hù)工程數(shù)量表M+K

1、路基防護(hù)工程數(shù)量表C3-16青青海海省省隆隆務(wù)務(wù)峽峽至至循循化化高高速速公公路路( (推推薦薦線線M+KM+K）第 7 頁 共 11 頁序序號號起起訖訖樁樁號號工工程程名名稱稱主主要要尺尺寸寸及及說說明明（m）數(shù)數(shù)量量M10砂砂漿漿砌砌片片(卵卵）石石（m）M10砂砂漿漿抹抹面面（m）預(yù)預(yù)制制C20砼砼（m3）8鋼鋼筋筋（kg）12縱縱橫橫鋼鋼筋筋（kg）18錨錨筋筋（kg）30號號砂砂漿漿（m3）40mm鉆鉆孔孔（m）50mmPVC管管（m）8U型型釘釘（kg）三三維維網(wǎng)網(wǎng)EM4EM4（mm）鍍鍍鋅鋅鐵鐵絲絲網(wǎng)網(wǎng)（m2）植植草草（m2）有有機(jī)機(jī)基基材材挖挖土土石石方方（m3）回回填填（m3）

2、備備注注左左右右厚厚8cm（m2）厚厚3cm（m2）耕耕植植土土碎碎、礫礫石石堆堆囊囊（m）12345678910111213141516171819202122232425七七、掛掛三三維維網(wǎng)網(wǎng)噴噴播播植植草草推推薦薦線線M1MK0+000 MK0+080三維網(wǎng)植草10.980521340990900452MK0+708 MK0+775三維網(wǎng)植草7.567302197573521263MK0+900 MK0+920三維網(wǎng)植草6.220744914212964MK1+015 MK1+060三維網(wǎng)植草8.145219143416378195MK1+320 MK1+330三維網(wǎng)植草4.110241

3、6464226MK1+330 MK2+360三維網(wǎng)植草8.3103051433361977888844467MK4+640 MK4+760三維網(wǎng)植草2.8120198129376342178MK6+600 MK6+620三維網(wǎng)植草5.820704613212069MK8+000 MK8+080三維網(wǎng)植草7.6803642386926293210MK12+308 MK12+660三維網(wǎng)植草8.3352175511473337303215211MK16+000 MK16+060三維網(wǎng)植草8.4603021975745222612MK0+100 MK0+110三維網(wǎng)植草9.5105737109995

4、13MK1+043 MK1+150三維網(wǎng)植草11.4107731478139012636314MK1+300 MK1+330三維網(wǎng)植草12.0302171414123741915MK4+557 MK4+570三維網(wǎng)植草12.1139462179163816MK8+070 MK8+080三維網(wǎng)植草4.81029195550217MK16+050 MK16+080三維網(wǎng)植草11.2302011313823471718MK18+060 MK18+070三維網(wǎng)植草12.11073481381266推推薦薦線線M左左線線Z21MZ2K16+030 MZ2K16+100三維網(wǎng)植草8.57035823468

5、0618312MZ2K16+063 MZ2K16+100三維網(wǎng)植草6.8371509828525913合合計(jì)計(jì)71112068818796944八八、掛掛鐵鐵絲絲網(wǎng)網(wǎng)有有機(jī)機(jī)基基材材植植草草推推薦薦線線M M1MK0+080 MK0+220特殊設(shè)計(jì)46.7140638897945.949046538676965382MK0+220 MK0+242掛鐵絲網(wǎng)23.2224997650.53835115295113MK0+851 MK0+880掛鐵絲網(wǎng)12.5293545430.3272363375363 編編制制： 復(fù)復(fù)核核： 審審核核：路基防護(hù)工程數(shù)量表C3-16青青海海省省隆隆務(wù)務(wù)峽峽至至循循

6、化化高高速速公公路路( (推推薦薦線線M+KM+K）第 8 頁 共 11 頁序序號號起起訖訖樁樁號號工工程程名名稱稱主主要要尺尺寸寸及及說說明明（m）數(shù)數(shù)量量M10砂砂漿漿砌砌片片(卵卵）石石（m）M10砂砂漿漿抹抹面面（m）預(yù)預(yù)制制C20砼砼（m3）8鋼鋼筋筋（kg）12縱縱橫橫鋼鋼筋筋（kg）18錨錨筋筋（kg）30號號砂砂漿漿（m3）40mm鉆鉆孔孔（m）50mmPVC管管（m）8U型型釘釘（kg）三三維維網(wǎng)網(wǎng)EM4EM4（mm）鍍鍍鋅鋅鐵鐵絲絲網(wǎng)網(wǎng)（m2）植植草草（m2）有有機(jī)機(jī)基基材材挖挖土土石石方方（m3）回回填填（m3）備備注注左左右右厚厚8cm（m2）厚厚3cm（m2）耕耕植植

7、土土碎碎、礫礫石石堆堆囊囊（m）12345678910111213141516171819202122232425八八、掛掛鐵鐵絲絲網(wǎng)網(wǎng)有有機(jī)機(jī)基基材材植植草草推推薦薦線線M M4MK0+880 MK0+900掛鐵絲網(wǎng)33.62065610050.65036716956715MK0+920 MK1+015掛鐵絲網(wǎng)36.495337851803.125943458358034586MK1+060 MK1+200特殊設(shè)計(jì)52.41407165109856.655007333759373337MK1+296 MK1+300掛鐵絲網(wǎng)25.941011550.1781041071048MK4+570 M

8、K4+780特殊設(shè)計(jì)38.12107817119857.260018001828480019MK4+557 MK4+570特殊設(shè)計(jì)12.1131542350.111815716315710MK4+870 MK4+969特殊設(shè)計(jì)68.4996616101446.1507967727011677211MK6+564 MK6+628特殊設(shè)計(jì)64.064400261363.7307240964241409612MK6+930 MK6+972特殊設(shè)計(jì)42.042172326421.6132317641826176413MK7+223 MK7+360特殊設(shè)計(jì)39.0137522080044.8400753

9、435532534314MK7+892 MK8+000特殊設(shè)計(jì)38.0108401061483.7307841044249410415MK8+000 MK8+070特殊設(shè)計(jì)70.070478773404.4367549005073490016MK8+828 MK8+874掛鐵絲網(wǎng)29.846134120561.2102913731421137317MK12+320 MK12+380特殊設(shè)計(jì)60.060351753933.2270036003727360018MK12+556 MK12+600掛鐵絲網(wǎng)229731974100997419MK12+600 MK12+665

10、特殊設(shè)計(jì)56.165356554663.3273736493778364920MK13+134 MK13+200特殊設(shè)計(jì)66.567432166254.0331744224579442221MK18+140 MK18+180掛鐵絲網(wǎng)19.24075211530.7577770797770合合計(jì)計(jì)60076921135546118614906989861490九九、人人字字形形截截水水型型漿漿砌砌片片（卵卵）石石骨骨架架防防護(hù)護(hù)推推薦薦線線K K1K19+900 K19+940人字形骨架防護(hù)7.94054.62.910.024635252K20+140 K20+160人字形骨架防護(hù)8.02028

11、.21.55.012418123K21+140 K21+340人字形骨架防護(hù)34.02001150.752.850.052716555274K32+280 K32+380人字形骨架防護(hù)7.4100125.86.825.057483575K33+978 K33+985人字形骨架防護(hù)3.174.10.31.817326K34+450 K35+560街子互通區(qū) 編編制制： 復(fù)復(fù)核核： 審審核核：路基防護(hù)工程數(shù)量表C3-16青青海海省省隆隆務(wù)務(wù)峽峽至至循循化化高高速速公公路路( (推推薦薦線線M+KM+K）第 9 頁 共 11 頁序序號號起起訖訖樁樁號號工工程程名名稱稱主主要要尺尺寸寸及及說說明明（m

12、）數(shù)數(shù)量量C15片片(卵卵）石石砼砼（m）M10砂砂漿漿抹抹面面（m）預(yù)預(yù)制制C20砼砼（m3）8鋼鋼筋筋（kg）12縱縱橫橫鋼鋼筋筋（kg）18錨錨筋筋（kg）30號號砂砂漿漿（m3）40mm鉆鉆孔孔（m）50mmPVC管管（m）8U型型釘釘（kg）三三維維網(wǎng)網(wǎng)EM4EM4（mm）鍍鍍鋅鋅鐵鐵絲絲網(wǎng)網(wǎng)（m2）植植草草（m2）有有機(jī)機(jī)基基材材挖挖土土石石方方（m3）回回填填（m3）備備注注左左右右厚厚8cm（m2）厚厚3cm（m2）耕耕植植土土碎碎、礫礫石石堆堆囊囊（m）12345678910111213141516171819202122232425九九、人人字字形形截截水水型型漿漿砌砌片片

13、（卵卵）石石骨骨架架防防護(hù)護(hù)推推薦薦線線K K7K35+440 K35+460人字形骨架防護(hù)6.02021.01.25.0931498K35+520 K35+700人字形骨架防護(hù)23.0180701.133.045.032104073219K36+000 K36+120人字形骨架防護(hù)20.3120414.419.630.0189224218910K36+160 K36+320人字形骨架防護(hù)20.5160555.826.440.0254332525411K36+420 K36+440人字形骨架防護(hù)11.22039.41.95.0174241712K37+295 K38+430循化互通區(qū)13K19

14、+800 K19+840人字形骨架防護(hù)19.940137.35.910.0618736214K19+940 K19+980人字形骨架防護(hù)22.740156.16.710.0702837015K20+160 K20+200人字形骨架防護(hù)11.74080.33.410.0361433616K21+140 K21+360人字形骨架防護(hù)30.72201140.949.655.0522862052317K21+840 K21+860人字形骨架防護(hù)6.22021.70.95.095111018K22+380 K22+400人字形骨架防護(hù)5.92020.60.95.09111919K23+660 K23+6

15、80人字形骨架防護(hù)4.12014.40.65.0637620K25+960 K26+040人字形骨架防護(hù)16.480222.99.620.0101412010121K26+980 K27+120人字形骨架防護(hù)18.6140440.719.135.0201523920122K29+460 K29+600人字形骨架防護(hù)10.1140240.710.435.0110113011023K30+680 K30+760人字形骨架防護(hù)19.080259.511.220.0118114011824K32+258 K32+380人字形骨架防護(hù)36.2122749.932.530.5342540634325K33

16、+978 K33+985人字形骨架防護(hù)5.377.00.31.8293326K34+450 K35+560街子互通區(qū)27K35+560 K35+700人字形骨架防護(hù)24.8140589.325.535.0269431926928K35+980 K36+100人字形骨架防護(hù)16.6120337.214.630.0154018315429K36+160 K36+360人字形骨架防護(hù)17.4200587.725.550.0269231926930K36+420 K36+440人字形骨架防護(hù)15.42054.32.35.0239282431K37+295 K38+430循化互通區(qū)推推薦薦線線K K左左

17、線線Z3Z31Z3K32+340 Z3K32+380人字形骨架防護(hù)6.44044.12.410.019830202Z3K32+496 Z3K32+505人字形骨架防護(hù)4.597.50.42.33253 編編制制： 復(fù)復(fù)核核： 審審核核：路基防護(hù)工程數(shù)量表C3-16青青海海省省隆隆務(wù)務(wù)峽峽至至循循化化高高速速公公路路( (推推薦薦線線M+KM+K）第 10 頁 共 11 頁序序號號起起訖訖樁樁號號工工程程名名稱稱主主要要尺尺寸寸及及說說明明（m）數(shù)數(shù)量量C15片片(卵卵）石石砼砼（m）M10砂砂漿漿抹抹面面（m）預(yù)預(yù)制制C20砼砼（m3）8鋼鋼筋筋（kg）12縱縱橫橫鋼鋼筋筋（kg）18錨錨筋筋（kg）30號號砂砂漿漿（m3）40mm鉆鉆孔孔（m）50mmPVC管管（m）8U型型釘釘（kg）三三維維網(wǎng)網(wǎng)EM4EM4（mm）鍍鍍鋅鋅鐵鐵絲絲網(wǎng)網(wǎng)（m2）植植草草（m