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TheMainContractorshallberesponsiblefordesign,submissionandre-submissionofdetaileddraw...
The Main Contractor shall be responsible for design,submission and re-submission of detailed drawings for road works outside site boundary to relevant Government Departments for approval and also obtaining consents/permits from the relevant Government Departments for the commencement of work.
The Main Contractor shall be responsible for carrying out modification works of utilities and the coordination works with utilities companies.
The Main Contractor's particular attention is drawn to the relevant Preamble and he is to allow in his rates for supply of filling materials from any source. The amount of imported materials is at the Main Contractor's own risk and he is to satisfy with himself the nature of the ground.
Unless otherwise specified , all filling materials which include backfilling, shall be " General Filling Material" as defined in Specification.
Subsoil drainage system for planters are measured in Bill NO.5/9, Schedule NO.SR5/9 Underground Drainage.
6. The Main Contractor is to allow in his rates for finding a dump approved by the Government for disposal of all surplus excavated and contaminated materials.
7. This section includes works outside site boundary. Works outside site boundary are not measured separately.
8. Reinforced concrete surface channel located in external area are measured in Bill NO.5/9, Schedule NO.SR5/9 Underground Drainage.
9. Recessed surface channel covers are measured in this Bill.
10. WATERPROOFING AND TANKING (ALL PROVISIONAL)
Tanking to basement
Sheet applied waterproofing membrane; applying in accordance with manufacturer's recommendations.
horizontal surfaces
vertical surfaces
Approved 100 mm thick insulation board; in accordance with manufacturer's instruction
General
horizontal surface
vertical surfaces
11. Cement and sand screed (1:3)
25 mm thick ; to receive waterproofing
25 mm thick ; on waterproofing
35*35mm triangular fillets ; to receive waterproofing (PROVISIONAL)
12. ROADS AND PAVED AREAS (ALL PROVISIONAL)
Excavating
Excavating over site to reduced level
over 0.20 m in average depth
allow for breaking up and removing from site boulders ,rock, brickwork, road kerb ,plain concrete , reinforced concrete and the like during excavation
Excavating trench for spare duct
not exceeding 1.5 m deep.
13. Filling
Excavated material
backfill excavated material , around substructure and deposit in 225 mm layers and consolidate .
Granular material
Granular 'B' sub-base in beds , 150 mm thick , blinding with fine graded materials.
granular 'A' sub-base in beds , 100 mm thick , blinding with fine graded materials. 展开
The Main Contractor shall be responsible for carrying out modification works of utilities and the coordination works with utilities companies.
The Main Contractor's particular attention is drawn to the relevant Preamble and he is to allow in his rates for supply of filling materials from any source. The amount of imported materials is at the Main Contractor's own risk and he is to satisfy with himself the nature of the ground.
Unless otherwise specified , all filling materials which include backfilling, shall be " General Filling Material" as defined in Specification.
Subsoil drainage system for planters are measured in Bill NO.5/9, Schedule NO.SR5/9 Underground Drainage.
6. The Main Contractor is to allow in his rates for finding a dump approved by the Government for disposal of all surplus excavated and contaminated materials.
7. This section includes works outside site boundary. Works outside site boundary are not measured separately.
8. Reinforced concrete surface channel located in external area are measured in Bill NO.5/9, Schedule NO.SR5/9 Underground Drainage.
9. Recessed surface channel covers are measured in this Bill.
10. WATERPROOFING AND TANKING (ALL PROVISIONAL)
Tanking to basement
Sheet applied waterproofing membrane; applying in accordance with manufacturer's recommendations.
horizontal surfaces
vertical surfaces
Approved 100 mm thick insulation board; in accordance with manufacturer's instruction
General
horizontal surface
vertical surfaces
11. Cement and sand screed (1:3)
25 mm thick ; to receive waterproofing
25 mm thick ; on waterproofing
35*35mm triangular fillets ; to receive waterproofing (PROVISIONAL)
12. ROADS AND PAVED AREAS (ALL PROVISIONAL)
Excavating
Excavating over site to reduced level
over 0.20 m in average depth
allow for breaking up and removing from site boulders ,rock, brickwork, road kerb ,plain concrete , reinforced concrete and the like during excavation
Excavating trench for spare duct
not exceeding 1.5 m deep.
13. Filling
Excavated material
backfill excavated material , around substructure and deposit in 225 mm layers and consolidate .
Granular material
Granular 'B' sub-base in beds , 150 mm thick , blinding with fine graded materials.
granular 'A' sub-base in beds , 100 mm thick , blinding with fine graded materials. 展开
2个回答
展开全部
The Main Contractor shall be responsible for design,submission and re-submission of detailed drawings for road works outside site boundary to relevant Government Departments for approval and also obtaining consents/permits from the relevant Government Departments for the commencement of work.
主承包商应负责设计,提交和提交的详细图纸道路工程外网站边界向政府有关部门批准并获得同意/允许从有关政府部门工作的开始。
The Main Contractor shall be responsible for carrying out modification works of utilities and the coordination works with utilities companies.
主要承包商负责进行改装工程水电及协调工作与公用事业公司。
The Main Contractor's particular attention is drawn to the relevant Preamble and he is to allow in his rates for supply of filling materials from any source. The amount of imported materials is at the Main Contractor's own risk and he is to satisfy with himself the nature of the ground.
主承包商的特别提请注意有关序言和他是让他为供应填充材料从任何来源。大量进口材料是在主承包商的风险,他是为了满足自己的土地性质。
Unless otherwise specified , all filling materials which include backfilling, shall be " General Filling Material" as defined in Specification.
除非另有说明,所有的填充材料,其中包括回填,应为“一般填充材料”的界定标准。
Subsoil drainage system for planters are measured in Bill NO.5/9, Schedule NO.SR5/9 Underground Drainage.
地下排水系统的种植是衡量no.5/9账单,计划no.sr5/9地下排水。
6. The Main Contractor is to allow in his rates for finding a dump approved by the Government for disposal of all surplus excavated and contaminated materials.
6。主承包商是让他为找到一个自由政府批准的处置所有多余的开挖和污染物质。
7. This section includes works outside site boundary. Works outside site boundary are not measured separately.
7。这一部分包括在外工作场地边界。工程现场外边界不单独测量。
8. Reinforced concrete surface channel located in external area are measured in Bill NO.5/9, Schedule NO.SR5/9 Underground Drainage.
8。钢筋混凝土表面通道位于外部面积测量no.5/9账单,计划no.sr5/9地下排水。
9. Recessed surface channel covers are measured in this Bill.
9。凹表面渠道覆盖测量这个账单。
10. WATERPROOFING AND TANKING (ALL PROVISIONAL)
10。防水和坦克(所有临时)
Tanking to basement
坦克的地下室
Sheet applied waterproofing membrane; applying in accordance with manufacturer's recommendations.
钢板防水膜;将根据制造商的建议。
horizontal surfaces
水平面
vertical surfaces
垂直面
Approved 100 mm thick insulation board; in accordance with manufacturer's instruction
批准的100毫米厚的绝缘板;根据制造商的指示
General
一般的
horizontal surface
水平面
vertical surfaces
垂直面
11. Cement and sand screed (1:3)
11。水泥砂浆(1 : 3)
25 mm thick ; to receive waterproofing
25毫米厚;接收防水
25 mm thick ; on waterproofing
25毫米厚的防水;
35*35mm triangular fillets ; to receive waterproofing (PROVISIONAL)
35×135三角片;接收防水(暂定)
12. ROADS AND PAVED AREAS (ALL PROVISIONAL)
12。铺平道路和地区(所有临时)
Excavating
挖掘
Excavating over site to reduced level
挖掘在网站的水平降低
over 0.20 m in average depth
超过0.20米的平均深度
allow for breaking up and removing from site boulders ,rock, brickwork, road kerb ,plain concrete , reinforced concrete and the like during excavation
允许打破和消除从网站的巨石,石,砖,路缘石,混凝土,钢筋混凝土等开挖
Excavating trench for spare duct
沟槽管为零
not exceeding 1.5 m deep.
不超过1.5米深。
13. Filling
13。灌装
Excavated material
出土材料
backfill excavated material , around substructure and deposit in 225 mm layers and consolidate .
回填物料,在子结构和存款225毫米层和巩固。
Granular material
粒状材料
Granular 'B' sub-base in beds , 150 mm thick , blinding with fine graded materials.
颗粒的路基在床,150毫米厚,致盲与细级配材料。
granular 'A' sub-base in beds , 100 mm thick , blinding with fine graded materials
颗粒的路基在床,100毫米厚,致盲与细级配材料
主承包商应负责设计,提交和提交的详细图纸道路工程外网站边界向政府有关部门批准并获得同意/允许从有关政府部门工作的开始。
The Main Contractor shall be responsible for carrying out modification works of utilities and the coordination works with utilities companies.
主要承包商负责进行改装工程水电及协调工作与公用事业公司。
The Main Contractor's particular attention is drawn to the relevant Preamble and he is to allow in his rates for supply of filling materials from any source. The amount of imported materials is at the Main Contractor's own risk and he is to satisfy with himself the nature of the ground.
主承包商的特别提请注意有关序言和他是让他为供应填充材料从任何来源。大量进口材料是在主承包商的风险,他是为了满足自己的土地性质。
Unless otherwise specified , all filling materials which include backfilling, shall be " General Filling Material" as defined in Specification.
除非另有说明,所有的填充材料,其中包括回填,应为“一般填充材料”的界定标准。
Subsoil drainage system for planters are measured in Bill NO.5/9, Schedule NO.SR5/9 Underground Drainage.
地下排水系统的种植是衡量no.5/9账单,计划no.sr5/9地下排水。
6. The Main Contractor is to allow in his rates for finding a dump approved by the Government for disposal of all surplus excavated and contaminated materials.
6。主承包商是让他为找到一个自由政府批准的处置所有多余的开挖和污染物质。
7. This section includes works outside site boundary. Works outside site boundary are not measured separately.
7。这一部分包括在外工作场地边界。工程现场外边界不单独测量。
8. Reinforced concrete surface channel located in external area are measured in Bill NO.5/9, Schedule NO.SR5/9 Underground Drainage.
8。钢筋混凝土表面通道位于外部面积测量no.5/9账单,计划no.sr5/9地下排水。
9. Recessed surface channel covers are measured in this Bill.
9。凹表面渠道覆盖测量这个账单。
10. WATERPROOFING AND TANKING (ALL PROVISIONAL)
10。防水和坦克(所有临时)
Tanking to basement
坦克的地下室
Sheet applied waterproofing membrane; applying in accordance with manufacturer's recommendations.
钢板防水膜;将根据制造商的建议。
horizontal surfaces
水平面
vertical surfaces
垂直面
Approved 100 mm thick insulation board; in accordance with manufacturer's instruction
批准的100毫米厚的绝缘板;根据制造商的指示
General
一般的
horizontal surface
水平面
vertical surfaces
垂直面
11. Cement and sand screed (1:3)
11。水泥砂浆(1 : 3)
25 mm thick ; to receive waterproofing
25毫米厚;接收防水
25 mm thick ; on waterproofing
25毫米厚的防水;
35*35mm triangular fillets ; to receive waterproofing (PROVISIONAL)
35×135三角片;接收防水(暂定)
12. ROADS AND PAVED AREAS (ALL PROVISIONAL)
12。铺平道路和地区(所有临时)
Excavating
挖掘
Excavating over site to reduced level
挖掘在网站的水平降低
over 0.20 m in average depth
超过0.20米的平均深度
allow for breaking up and removing from site boulders ,rock, brickwork, road kerb ,plain concrete , reinforced concrete and the like during excavation
允许打破和消除从网站的巨石,石,砖,路缘石,混凝土,钢筋混凝土等开挖
Excavating trench for spare duct
沟槽管为零
not exceeding 1.5 m deep.
不超过1.5米深。
13. Filling
13。灌装
Excavated material
出土材料
backfill excavated material , around substructure and deposit in 225 mm layers and consolidate .
回填物料,在子结构和存款225毫米层和巩固。
Granular material
粒状材料
Granular 'B' sub-base in beds , 150 mm thick , blinding with fine graded materials.
颗粒的路基在床,150毫米厚,致盲与细级配材料。
granular 'A' sub-base in beds , 100 mm thick , blinding with fine graded materials
颗粒的路基在床,100毫米厚,致盲与细级配材料
展开全部
主承包商应负责设计,提交和提交的详细图纸道路工程外网站边界向政府有关部门批准并获得同意/允许从有关政府部门工作的开始。
主要承包商负责进行改装工程水电及协调工作与公用事业公司。
主承包商的特别提请注意有关序言和他是让他为供应填充材料从任何来源。大量进口材料是在主承包商的风险,他是为了满足自己的土地性质。
除非另有说明,所有的填充材料,其中包括回填,应为“一般填充材料”的界定标准。
地下排水系统的种植是衡量no.5/9账单,计划no.sr5/9地下排水。
6。主承包商是让他为找到一个自由政府批准的处置所有多余的开挖和污染物质。
7。这一部分包括在外工作场地边界。工程现场外边界不单独测量。
8。钢筋混凝土表面通道位于外部面积测量no.5/9账单,计划no.sr5/9地下排水。
9。凹表面渠道覆盖测量这个账单。
10。防水和坦克(所有临时)
坦克的地下室
钢板防水膜;将根据制造商的建议。
水平面
垂直面
批准的100毫米厚的绝缘板;根据制造商的指示
一般的
水平面
垂直面
11。水泥砂浆(1 : 3)
25毫米厚;接收防水
25毫米厚的防水;
35×135三角片;接收防水(暂定)
12。铺平道路和地区(所有临时)
挖掘
挖掘在网站的水平降低
超过0.20米的平均深度
允许打破和消除从网站的巨石,石,砖,路缘石,混凝土,钢筋混凝土等开挖
沟槽管为零
不超过1.5米深。
13。灌装
出土材料
回填物料,在子结构和存款225毫米层和巩固。
粒状材料
颗粒的路基在床,150毫米厚,致盲与细级配材料。
颗粒的路基在床,100毫米厚,致盲与细级配材料。
主要承包商负责进行改装工程水电及协调工作与公用事业公司。
主承包商的特别提请注意有关序言和他是让他为供应填充材料从任何来源。大量进口材料是在主承包商的风险,他是为了满足自己的土地性质。
除非另有说明,所有的填充材料,其中包括回填,应为“一般填充材料”的界定标准。
地下排水系统的种植是衡量no.5/9账单,计划no.sr5/9地下排水。
6。主承包商是让他为找到一个自由政府批准的处置所有多余的开挖和污染物质。
7。这一部分包括在外工作场地边界。工程现场外边界不单独测量。
8。钢筋混凝土表面通道位于外部面积测量no.5/9账单,计划no.sr5/9地下排水。
9。凹表面渠道覆盖测量这个账单。
10。防水和坦克(所有临时)
坦克的地下室
钢板防水膜;将根据制造商的建议。
水平面
垂直面
批准的100毫米厚的绝缘板;根据制造商的指示
一般的
水平面
垂直面
11。水泥砂浆(1 : 3)
25毫米厚;接收防水
25毫米厚的防水;
35×135三角片;接收防水(暂定)
12。铺平道路和地区(所有临时)
挖掘
挖掘在网站的水平降低
超过0.20米的平均深度
允许打破和消除从网站的巨石,石,砖,路缘石,混凝土,钢筋混凝土等开挖
沟槽管为零
不超过1.5米深。
13。灌装
出土材料
回填物料,在子结构和存款225毫米层和巩固。
粒状材料
颗粒的路基在床,150毫米厚,致盲与细级配材料。
颗粒的路基在床,100毫米厚,致盲与细级配材料。
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