GB/T 19621-2004 Labor quota for urban rail transit light rail projects
Some standard content:
ICS 03.100.30
National Standard of the People's Republic of China
GB/T19621-2004
Labor force quota for lightrail engineering in city trasit system
2004-12-28 Issued by General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China and Standardization Administration of the People's Republic of China on July 1, 2005. Implemented on July 1, 2005. GB/T19621-2004 The labor quota series of urban rail transit projects consists of the labor quota of urban rail transit light rail engineering, the labor quota of urban rail transit subway engineering, the labor quota of urban rail transit communication engineering, the labor quota of urban rail transit traction power supply engineering, the labor quota of rail transit engineering machinery repair, and the labor quota of soft road transportation engineering industrial manufacturing. GB/T19621-2004 The labor quota of urban rail transit light rail engineering is one of the labor quota series of urban rail transit engineering. Appendix A of this standard is a normative appendix. This standard was proposed by the National Technical Committee for Labor Quota Standardization. This standard is under the jurisdiction of the Ministry of Labor and Social Security of the People's Republic of China. The main drafting unit of this standard is China Railway Engineering Corporation. The main drafters of this standard are Pang Dejing, Liu Gang, Gong Nengyan, Long Shuiqing, Wang Wei, Zhang Jianxin, Kai Guofu, Xu Deming, Liu Hao, Yang Zhuping, Tian Chuanjun, Li Junxiao, Du Mancui.
The main editors of this standard are Li Changjin, Ma Li, Wu Zelin, Gan Shucheng, Xia Heping, Xu Zhenhua, Chen Tianbao, Zhu Huiguo, Wen Nianxian, Zheng Donglun, Zhou Jianmin. Wei Shiquan Xian Enfu, Hua Yuming. This standard is interpreted by the China Railway Engineering Labor Quota and Staffing Standardization Technical Committee. GB/T 19621—2004
The formulation of this standard provides the main basis for guiding and standardizing the construction and production of urban rail transit plants, strengthening labor management, and rationally allocating labor and formulating work plans for enterprises. At the same time, it provides standards for urban rail transit labor budget quotas, mechanical unit quotas and other economic quotas and financial labor cost management.
This standard, in accordance with the principle of "advanced, reasonable, scientific and standardized" and the construction process of urban rail transit light rail projects, briefly describes the work content and operation methods of each process (post): stipulates the labor quota, quota, machine reduction (equipment) conditions, skill requirements of employees and adjustment coefficient standards for each process (post).
Labor quota of urban rail transit light rail projects GB/T 19621—2004
This standard stipulates the labor quota, quota, skill level, personnel allocation and work content of urban rail transit light rail projects. This standard is applicable to the labor management of urban rail transit light rail projects. 2 Labor quota of urban rail transit light rail roadbed projects 2.1 Human earthwork
2.1.1 Human excavation
2.1.1.1 Work content: Use hoes, shovels and shovels to loosen the soil and break up large pieces. 2.1.1.2 Staffing: 1 intermediate technician, 2 junior technicians, 3 in total. 2.1.1.3 Work quota table 1.
Table 1 Manual earth excavation quota/(IE/10 ㎡)
0.3--2, 0
Previous: For relevant regulations, see Chapter A.13 of the Appendix A. 2. 1. 2 Manual loading of 4. 5 t dump truck 2. 3. 2. 1
Sandwich
± layer density/m
0. 3 --2. 0
Hardware:
C. 3---2. 0
Work content: Load the loosened soil with a rut (, target) or partially with a pipe (shovel), turn the load within 10tm, and clean the loading site. Personnel configuration Intermediate technician E: 2 people. Primary technician L: 4 people, a total of 6 people. The work day quota is shown in Table 2.
2 Manual loading 4.5 T dump truck earthwork project
Manual excavation and refinement
2. 1. 3. 1
2, 1, 3.2
2. 1. 3. 3
Ordinary soil
Loading and unloading 1 000 m
Work content: Clear snow, use split lip to dig powder, break up large pieces, and make small repairs. Staff configuration: 1 intermediate technician, 2 junior technicians, a total of 3 people. The man-day quota is shown in Table 3.
Table 3 Manual excavation of frozen soil
Thickness of frozen layer/
Quota/(man-day/10 m)
Ordinary ± hard soil
0.2- 0. 5
Common soil
"Hard soil: Loose soil
Note: If the suitable frozen soil layer is within 0, (5 ㎡, it shall be implemented according to the non-parent quota. E.20
The unit is ten cubic meters per day
Every additional transportation of 1 000 m
Ordinary soil
0. 5 -- 1. 0
Hard ± loose soil
Ordinary soil
Ordinary upper
GB/T 19621—2004
2. 1. 4 2.1.4.1 Work content: prepare machinery, pick up and deliver blasting materials, select blasting positions, drill holes, guard and protect, blast, clean up, and repair tools. 2.1.4.2 Staffing: 1 senior technician, 2 intermediate technicians, 4 junior technicians, a total of 7 people, 2.1.4.3
Work quotas are shown in Table 4
Table 4 Blasting and excavating frozen soil
2.1.5 Transporting frozen soil
2, 1, 5.1 Manual picking and transporting frozen soil
Manual drilling
Putong on
The unit is man-day per cubic meter
Rock drill limit
First pass soil
0, 200
The frozen soil after the explosion is loaded on the shore is calculated for transportation, empty return, half-abandoned road and site repair tools.
2. 1. 5. 1. 2
2. 1. 5. 1. 3
2. 1. 5. 2
Staffing, 1 intermediate technician + 2 senior technicians, technician 3 labor daily quota see Table 5.
Manpower carrying frozen soil
Manpower two-wheeled vehicle to transport frozen soil
2. 1. 5, 2, 1
Ordinary truck
Unit is man-day per 10 cubic meters
per 10m
Carrying truck
Work content: Load the excavated truck into the truck. Load, unload, return empty, load and transport within 5 m. Level the abandoned truck, clean the road and site, and make minor repairs to tools.
2. 1. 5, 2. 2
2. 1, 5, 2. 3
Staffing: 1 intermediate technician, 2 junior technicians + 3 people in total, the man-day quota is shown in Table 6.
Table 6 Transporting frozen soil with a two-wheeled human-powered vehicle
2. 1. 6 Digging a quality ditch with human power
Soil removal
2.1.6.1 Work content: hanging lines, digging loose soil, removing soil from the ditch beyond 1㎡, repairing slopes, clearing the bottom, and leveling soil. 2. 1. 6. 2
2. 1.6. 3
Staffing: 1 intermediate technician, 2 junior technicians, a total of 3 people. See Table 7 for the monthly quota.
Table 7 Manual digging of soil ditches
Side and drainage ditches
Quota/(man-day/10m)
2.1.7 Manual digging and transportation of sludge
Generally
Cross-sectional area/m
According to the man-day per ten cubic meters
For every additional 20m
Replace soil
Side and drainage ditches
1. 32 1. 061. 861.49 : 2. 812.251.120. 8961. 581. 262. 391. 912.1.7.1 Work content: Dig with poles (pins), transport in baskets (, cloth bags or dustpans), unload, empty, repair roads and clean tools. 2.1.7.2 Staffing: 1 senior technician, 2 junior technicians, a total of 3 people. 2. 1. 7. 3
The previous day's quota is shown in Table 8.
2. 1. 8, 1
2. 1. 8. 2
2、. 1. 8.3
Working conditions:
Manpower digging and transporting sludge
Transport and unload 10m
GB/T 19621—2004
Unit is man-day per ten cubic meters
Every additional transportation of 10 m
Filling soil and breaking up soil clods, leveling the soil, drinking water (water carrying days are calculated separately), filling, transporting and unloading soil in 10 m; original ground compaction: shovel, level and compact; type (pneumatic) compactor: paint In addition to the above work, it also includes connecting power supply, retracting and releasing cables, and machine maintenance and repair. Man-equipped cover
Manual compaction: 1 intermediate technician, 3 junior technicians, a total of 4 people; mechanical compaction: 1 intermediate technician and 1 junior technician, a total of 2 people. The labor quota is shown in Table 9.
Table 9 Compacting
Removing soil collapse
2.1.9. Lifting and transporting soil
Filling and compacting
Work/10 m
Original site compacting
T/10 m*
2.1.9.1. 1Work content: Digging, loading (into the dustpan), lifting, transporting and unloading soil, emptying. 2. 1. 9. 1. 2
2. 1. 9. 1. 3
2. 1. 9. 2
Staffing: 3 intermediate technicians, 7 junior technicians, a total of 10 people. The quota for T is shown in Table 10,
Manpower two-wheeled vehicle transporter
2. 1. 9. 2. 1
Machinery.
2. 1. 9. 2. 2
2. 1. 9, 2. 3
Digging, loading and unloading
Putongwang
Manpower carrying and transporting soil
Frog-type side-seller
Filling and compacting
.TB/10m*
Original ground compaction
Last day/u m2
Unit is working day per ten cubic meters
Sea additional transportation m
Ordinary soil
Work content: Digging, loading, loading and transporting within 5m, lifting, transporting and unloading soil, space, road maintenance, cleaning of site electricity and minor repairs Personnel configuration: 1 senior technician, 3 intermediate technicians and 6 junior technicians, a total of 10 people, the working day quota is shown in Table 11 ,
Table 11 Earth transportation by two-wheeled manpower vehicle
2.2 Stonework by manpower
2.2.1 Stone excavation by manpower
Earth excavation by manpower
Each manpower is charged as per man-day! cubic meter
Each manpower is charged as per cubic meter
2.2.1.1 Work content: Receiving tools, connecting and removing Fengshui pipes and power lines, using pneumatic picks, electric drills or steel chisels, large chains, shelves, and blocks to repair and eliminate defects on the site,
2.2.1.2 Staffing: Two senior technicians, two intermediate technicians, and two tree-level technicians, a total of 5 people. 2.2.1.3
1. The daily quota is shown in Table 12. Table 12: Manpower excavation of stone 2.2.2 Manpower drilling and blasting excavation of stone 2.2. 2. 1 Work content: Secondary vertical stone Drilling: Selecting the position, cleaning the blasting position, taking (draining) water: drilling, placing slurry, transferring and delivering steel drills; a) The unit is cubic meter of work blasting blanket, taking and delivering blasting materials, checking and adding, cleaning and measuring the eye holes - charging, plugging, connecting and checking the blasting network, warning, blasting blanket, checking and handling blind blasting, recycling materials: cleaning: prying, removing loose stones, breaking large pieces into small pieces, including drilling and blasting). c) Staffing: 1 senior technician, 1 intermediate technician, 2 junior technicians, a total of 4 people. 2. 2. 2. 3
Man-day quotas are shown in Table 13.
Man-powered drilling and blasting excavation right
Cijian Province
2.73. 3.219, 4, 159 4. 90E
Man-powered loading 4.5 dump truck stone
2.2.3.11 Work content:
Unit is man-day per ten cubic meters
Drinking vertical right
3. 4384. 031
1 0, 188
6, 138
Man-powered loading: Put the blasted stone into onion baskets, transport it to the truck manually, and include 10 Overturning of rocks, loading, transporting, unloading, emptying, cleaning of loading site, mechanical maintenance, refueling and overhaul: b)
Lifting with a pickaxe: loading the blasted rocks, hooking, lifting, unhooking or opening and closing the bucket door. 2. 2. 3.2
2.2. 3. 3
Staffing: 2 senior technicians, 2 junior technicians, 5 in total. 1. Daily quota see Table 14.
Manpower loading
Ou Lin stone
Manpower loading 4.5t dump truck transport
Lifting with a pickaxe
Secondary hard rock
Lifting and unloading 1000I
Secondary hard rock
Note: The height of the springboard has been taken into account as the minimum within the quota and then calculated. When overturning and transporting beyond 20m, an additional day for stone transportation will be added. 2.2.4 Manual digging of side ditches
Unit is man-day per ten cubic meters
per additional 1000m
Oujian stone
0, 241 0, 081 0 10. 093 00, 1002.2.4, 1 Work content: drilling, taking and delivering steel needles, blasting. Cleaning. Throwing stones out of the ditch, repairing and chiseling sauce, checking the bottom, loading shovels (baskets), transporting and unloading. 2.2. 4, 2 Staffing: 1 intermediate technician, 2 junior technicians, 3 people. 2. 2. 4. 3 Man-day quota exemption table 15. Item
2.3 Earthwork Engineering
2.3. Bulldozer Pushing and Transportation
Table 15 Manual Excavation of Ditches
Man Digging and Transportation
Ou Jianshi
GB/T 19621---2004
Unit is man-day per cubic meter
Machine Digging and Transportation
2.3.1, 1 Work Content: Pushing and Transportation, Empty Return, Driving to Workplace and Returning to Parking Place within 1 kIn: 2.3.1.2 Personnel Configuration:
a) Bulldozer Power E5kw: 1 Senior Technician, Bulldozer Power ≥59 kW: 1 Commercial Technician, 1 Intermediate Technician, 2 Personnel in Total. b2
2. 3. 1. 3 Worker Quota See Table 16.
Bulldozer pushing earth
Ordinary soldier
Ordinary upper
Ordinary earth
Jiangtong upper
Ordinary soldier
Ordinary upper
Ordinary upper:
103·--118
132--147
154-[65
212240
Note: For relevant regulations, see Appendix A, Chapter A.15. 2.3.2 Loading and unloading distance of loading and unloading machine
distance/tn
unit is 100 cubic meters per shift
2. 3.2. 1 Work content: excavation of working surface, excavation, loading, transportation, unloading, leveling of soil, emptying, leveling of site, cleaning of working surface, starting work within 1 km GB/T19621-2004
location and return parking place,
2. 3.2. 2 Personnel configuration: 1 senior technician, 1 intermediate technician, a total of 2 people. 2.3. 2. 3 Man-day quota see Table 17.
Table 17 Loader digging, loading and unloading earth
Ordinary soil
Ordinary tbzxz.net
Ordinary soil
3. 0 ~-3. 5
Excavator digging earth
2. 3. 3. 1
Obstacle removal.
2. 3. 3.2
2. 3. 3. 3
Liquid medical operation
Vertical shovel
74~110
110---163
Unit is 100 cubic meters per shift
White transportation and unloading distance/m
Work content: excavation of working face, excavation of soil (including rotary loading or local dumping), cleaning of working face, mechanical maintenance and general minor faults Personnel configuration: 1 senior technician and 2 technicians. The working day quota is shown in Table 18.
Excavator digging earth
Excavator
Bucket capacity/
Hydraulically operated
Vertical backhoe
Excavator
Bucket capacity/
*1.5 or >3.5
1.5 -- 3.3
1,5 -- 3.5
22,0 or 4.0
2.0 -- 4.C
Ordinary soil
Unit is 100 cubic meters per shift
No loading
Botong soil
Fully hydraulic
Backhoe digging
Excavator
Yangrongtang/
Lever operation
Simulated shovel
Excavation fast
Excavator
..................
1. 0-- t. 2
Table 18 (continued)
1. 0 or 2. 5
1. 0 -- 2. 5
21. 5 or >3. 5
1. 5 ~~3. 5
32. 0 or 24. 4
2. 0~4. 0
2. 0 or 5. 0
2. 6r- 5. 0
2.0 or 5. 0
2. C~-5. 0
$2.0 or 2-5.0
2. C~5. Q
Note: For relevant provisions, see Appendix A, Section A. 16, Hydraulic excavator digging silt
2. 3. 4. 1
Ordinary soil
GB/T 19621—2004
Unit is cubic meter per unit
Not loading
Ordinary soil
.......
Work content, digging working face, digging silt (including rotary loading or on-site dumping), shifting, cleaning working face, machinery maintenance and general troubleshooting,
People configuration: 1 intermediate technical person.
2. 3. 4. 2
2. 3. 4. 3
1. Daily quota is shown in Table 19.
Hydraulic excavator excavating mud
Dense excavator
Loading/(1m0m/shift)
Not loading/(100m/shift)
C. 3 -3, 0
1. 2~1. 5
Light mud
1, 6 ~2, 0
GB/T 19621—2004
2.3.5 Dump trucks cooperate with excavators to transport earth2.3.5.14.51~81 Dump trucks cooperate with excavators to transport earth2. 3.5.1. 1Job content: Positioning and loading, dust prevention, tire washing, loaded driving, position unloading, empty vehicle return, driving to the work site within 5 km and returning to the parking lot.
2. 3. 5. 1. 2
2.3.5.1.3
Staffing: 1 senior technician.
Man-day quota is shown in Table 20,
Table 204.51~81 Dump trucks cooperating with excavators to transport earth. Tonnage of the truck: 1
Excavator category
Second category
Note: For relevant regulations, see Appendix A, Section A. 7, 2.3.5.2 Dump trucks larger than 8t cooperating with excavators to transport earth. Third category
First category
Unit: 10 cubic meters per shift
Second category
2.3.5.2.1 Working environment: positioning and loading, dust prevention, washing tires, driving with load, positioning and unloading, returning with empty truck, driving to the work site and returning to the site within 5km.
2.3.5.2.2 Personnel configuration: 1 senior technician, 1 intermediate technician, 2 persons in total: 2.3. 5, 2.3
The quota of workers is shown in Table 21,
Second category
Table 21 Dump trucks larger than 8t cooperate with excavation and loading machinery to transport earth and soil Self-driving truck position/
Second delivery
Third head
Excavation and camera category
11,8 13.8
3. 29 3. 38
2. 50 : 2.80
Site leveling and compaction
Mechanical site leveling, spreading and filling
2. 3. 6. 1
2. 3.6. 1. 1
Parking lot.
Third head
6. 0#6. 37
4. 26 4. 42
2. 97 3. 413. 66
CB/T19621—2004
Unit is ten cubic meters per shift
Class =
7. 52 : 8. 0G
e. 58 6. 94
5. 49 1 5. 48
4. 18 7 4. 33
3. 82 6. 10
Work content: Routine maintenance and adjustment of machinery, pushing and filling according to the design elevation, 1 k 2.3.6.1.2 Staffing: 2 senior technicians and 2 intermediate technicians, a total of 2 people. Table 22
2. 3. 6. 1. 3
Average thickness/em
2.3.6.2 Compacting the original ground
Mechanical leveling of the site, spreading of fine grain fill
Bulldozer lifting power, kw
iu3--. 18
132-~·147
154~J65
Unit is one and a half thousand meters per shift
Pre-loading shovel
Grader power
2:2---240
2.3.6.2.11.Work content: Machine start-up, compaction of original ground, routine maintenance and adjustment of the machine, driving to the work site within km and returning to the parking lot.2 Dump trucks larger than 8t cooperate with excavators to transport earth. Third category
First category
The unit is ten cubic meters per shift
Second category
2.3.5.2.1 Working environment: adjusting the position for loading, dust prevention, washing tires, driving with load, adjusting the position for unloading, returning with empty truck, driving to the work site and returning to the site within 5km.
2.3.5.2.2 Personnel configuration: 1 senior technician, 1 intermediate technician, 2 persons in total: 2.3. 5, 2.3
The quota of workers is shown in Table 21,
Second category
Table 21 Dump trucks larger than 8t cooperate with excavation and loading machinery to transport earth and soil Self-driving truck position/
Second delivery
Third head
Excavation and camera category
11,8 13.8
3. 29 3. 38
2. 50 : 2.80
Site leveling and compaction
Mechanical site leveling, spreading and filling
2. 3. 6. 1
2. 3.6. 1. 1
Parking lot.
Third head
6. 0#6. 37
4. 26 4. 42
2. 97 3. 413. 66
CB/T19621—2004
Unit is ten cubic meters per shift
Class =
7. 52 : 8. 0G
e. 58 6. 94
5. 49 1 5. 48
4. 18 7 4. 33
3. 82 6. 10
Work content: Routine maintenance and adjustment of machinery, pushing and filling according to the design elevation, 1 k 2.3.6.1.2 Staffing: 2 senior technicians and 2 intermediate technicians, a total of 2 people. Table 22
2. 3. 6. 1. 3
Average thickness/em
2.3.6.2 Compacting the original ground
Mechanical leveling of the site, spreading of fine grain fill
Bulldozer lifting power, kw
iu3--. 18
132-~·147
154~J65
Unit is one and a half thousand meters per shift
Pre-loading shovel
Grader power
2:2---240
2.3.6.2.11.Work content: Machine start-up, compaction of original ground, routine maintenance and adjustment of the machine, driving to the work site within km and returning to the parking lot.2 Dump trucks larger than 8t cooperate with excavators to transport earth. Third category
First category
The unit is ten cubic meters per shift
Second category
2.3.5.2.1 Working environment: adjusting the position for loading, dust prevention, washing tires, driving with load, adjusting the position for unloading, returning with empty truck, driving to the work site and returning to the site within 5km.
2.3.5.2.2 Personnel configuration: 1 senior technician, 1 intermediate technician, 2 persons in total: 2.3. 5, 2.3
The quota of workers is shown in Table 21,
Second category
Table 21 Dump trucks larger than 8t cooperate with excavation and loading machinery to transport earth and soil Self-driving truck position/
Second delivery
Third head
Excavation and camera category
11,8 13.8
3. 29 3. 38
2. 50 : 2.80
Site leveling and compaction
Mechanical site leveling, spreading and filling
2. 3. 6. 1
2. 3.6. 1. 1
Parking lot.
Third head
6. 0#6. 37
4. 26 4. 42
2. 97 3. 413. 66
CB/T19621—2004
Unit is ten cubic meters per shift
Class =
7. 52 : 8. 0G
e. 58 6. 94
5. 49 1 5. 48
4. 18 7 4. 33
3. 82 6. 10
Work content: Routine maintenance and adjustment of machinery, pushing and filling according to the design elevation, 1 k 2.3.6.1.2 Staffing: 2 senior technicians and 2 intermediate technicians, a total of 2 people. Table 22
2. 3. 6. 1. 3
Average thickness/em
2.3.6.2 Compacting the original ground
Mechanical leveling of the site, spreading of fine grain fill
Bulldozer lifting power, kw
iu3--. 18
132-~·147
154~J65
Unit is one and a half thousand meters per shift
Pre-loading shovel
Grader power
2:2---240
2.3.6.2.11.Work content: Machine start-up, compaction of original ground, routine maintenance and adjustment of the machine, driving to the work site within km and returning to the parking lot.
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