REVIEW OF STAFF STRENGTH OF BRIDGE Staff OF...
Transcript of REVIEW OF STAFF STRENGTH OF BRIDGE Staff OF...
REVIEW
OF
STAFF STRENGTH
OF
BRIDGE Staff
OF
ENGINEERING DEPARTMENT
WORKING
AT
SONEPUR DIVISION
ECR/Effi/WSR/SEE/17-18/14
GUIDANCE BY STUDY
Sudhanshu Sharma Ashok kumar
SDGM E.I.
M. K. Shukla N.kumar
E.O E.I
WORK-STUDY CELL
East Central Railway
HAJIPUR
EXECUTIVE SUMMARY
Study No. ECR/Effi./WSR/SEE/17-18/14
Subject
REVIEW OF STAFF STRENGTH OF BRIDGE
STAFF OF ENGINEERING DEPARTMENT
WORKING AT SONEPUR DIVISION .
Area SONEPUR DIVISION
Division SEE
Department ENGINEERING .
Terms of Reference Assessment of Man Power requirement
Total No. of
Recommendations
01
No. of posts recommended
for surrender
02
Financial Implication 9.43 lakh
Month of Circulation September , 2017
INDEX
Sr. No. Content Reference
Page No.
1 Terms of Reference and Methodology Adopted 01 --
2 Synopsis 02 --
3 Chapter I – Introduction 03 --
4 Chapter II – Present Status 04 07
5 Chapter III - Critical Analysis 08 09
6 Chapter IV– Recommendation 10 --
7 Chapter V – Financial Implication 11 --
8 Chapter VI – Summary 12 --
9 Annexure 13 14
TERMS OF REFERENCE
The study has been conducted under the following terms of references:-
a) To review of staff vis-à-vis workload of Bridge Staff of Engineering
Department of Sonepur Division with a view to identify the surplus
manpower in different section.
b) To assess the effective utilization of Bridge staff working in Engineering
Department of Sonepur Division.
c) To suggest ways and means to improve working of Bridge Staff in
Engineering Department of Sonepur Division .
METHODOLOGY ADOPTED
The following methodology adopted to conduct the study:-
i) Data collection and its critical analysis to arrive on factual status of
present working.
ii) Discussion with Sr. DEN (Co-ord)
(iii) Discussion with Dy. CE Bridge (Line) HQ
(iv) Discussions with SSE Bridge Sonepur.
(v) Reassessment of manpower requirement by applying on need base.
SYNOPSIS
1. In Railways, the process of absorption of modernization has been started
and still in progress in every sphere of the system. These technological
up gradations have shown the considerable improvement in the efficiency
and manpower productivity in Railways.
2. Keeping in view, all these constraints, the Work Study Cell was assigned
to conduct work study of Bridge Staff in Engineering Department of
Sonepur Division with a view to assess the staff requirement as per
existing workload .
3. Bridges in Engineering Department of Sonepur Division also plays a vital
role in Indian Railways and leads in performance of any zonal Railway.
At present 96 Sanction Strength & 39 men are working in Engineering
Department of Sonepur Division.
Chapter-I
INTRODUCTION
Benchmarking is a continuous process of comparing different units and
identifying which one is the best in the business and then learning how this
excellence was achieved and setting out to improve the efficiency of those units,
which were behind. If this concept is implemented it will result large reduction
in the cost and make significant contribution in improving the efficiency of
various divisions of the Railways, but Sonepur Division has not infrastructure
developed than other Divisions of Indian railways. Hence, reassessment of
man power on need base is done.
Bridges in divisions are controlled by Dy CE Bridge and assisted by
Sr.DEN(Co-ord), AEN Bridge and other staff .
At present 39 Bridge Staff are working against Sanction Strength 96 in
Engineering Department of Sonepur Division.
With the improvement of information technology and rationalization of
working pattern due to modernization and computerization of machine as well
as change in working hours have created enough scope of improving efficiency
of staff. The working culture are different, the bench marking norm is difficult
to calculation of staff. The work study team observed that need base is best
option for calculation of staff. Competent Authority has approved a Work
Study on “Review of staff strength of Bridge Staff in Engineering Department
of Sonepur Division with a view to assess the staff requirement as per the
existing workload and best utilization.
CHAPTER-II
Present scenario;-
There is 1 unit of BRI in SEE Division:-
2.0 SEE unit
Artisan staff BOS –96 MOR – 39 Vacancy – 57
2.0.1 The actual Artisan staff strength of BRI/SEE is 39 against sanction
strength of 96. Office of the BRI/SEE is situated at about 1 KM away from Rly.
Station. Dy.CE Bridge Line is the over all in-charge of BRI/SEE and assisted
by the following staff.
1) AEN (HQ)
2) SSE/SEE
2.0.2 The sanction , actual and vacancy position of staff strength of BRI/SEE is
enclosed in annexure – 1
Jurisdiction :-
Jurisdiction of BRI/SEE is the following section:-
S.No. Section
1. KIR - BJU
2. BJU- SPJ
3. SPJ – MFP
4. MFP – HJP
5. HJP – CI
6. BCA- HJP
7. UMNR - MUNGER
List of Mazor & Important Bridges in SSE/Bridge/SEE unit in E. C. Railway
Sl. No.
Br. No. Sapn (in metre) Clear Span Length of Bridge (in metre) Clear length of Bridge Section
1 2Up 7x24.40 170.8 KIR-BJU 3542.36m
2 2Dn 7x24.40 170.8
3 6Up 3x18.30 54.9
4 6Dn 3x18.30 54.9
5 7Up 8x24.40 195.2
6 7Dn 8x24.40 195.2
7 8Up 4x12.20 48.8
8 8Dn 4x12.20 48.8
9 10 15x61.0 915
10 11ROB 1x18.0+1x11.0 29
11 13ROB 1x17.22 17.22
12 16Up 7x30.5+1x18.30 231.8
13 16Dn 8x30.5 244
14 21ROB 1x12.20+2x7.325 28.05
15 ROB 28 SPL
2x10.15+1x25.39 45.69
16 ROB 8x25.0+4x12.50+1x60+1x36.40+18x25.0
796.4
17 ROB 5x25.0+1x30.00+1x24.70+1x60.00
239.7
18 25ROB 1x12.20+7.925 28.05
19 1A ROB Up
1x12.8 12.8 BJU-SPJ 318.40m
20 1A ROB Dn
1x12.8 12.8
21 15Up 3x24.4 73.2
22 15Dn 3x24.4 73.2
23 26Up 1x12.20 12.2
24 26Dn 1x12.20 12.2
25 28Up 2x12.20 24.4
26 28Dn 2x12.20 24.4
27 33Up 1x12.20 12.2
28 33Dn 1x12.20 12.2
29 44Up 2x12.20 24.4
30 44Dn 2x12.20 24.4
31 62Up 5x12.20 61 SPJ-MFP 167.49m
32 62Dn 5x12.20 61
33 ROB 1x22.25 22.25
34 ROB 1x23.24 23.24
35 ROB 1 SPL
2x8.3+1x14.01 30.61 MFP-NKE 30.61m
36 ROB 1x10.65+1x10.12+1x10.18+1x6 36.95 MFP-HJP 359.95m
37 ROB 1x14.0 14
38 14 1x12.20 12.2
39 15 4x12.20 48.8
40 21 5x12.20 61
41 22 4x12.20 48.8
42 23 2x12.20 24.4
43 38 4x12.20 48.8
44 ROB 2x12.5+1x21+1x19 65
45 77A Up 1x18.3 18.3 HJP-CI 3012.60m
46 77A Dn 2x18.3 36.6
47 78Up 8x76.20 609.6
48 78Dn 8x76.20 609.6
49 78A Up 3x18.30 54.9
50 78A Dn 4x18.30 73.2
51 78B Up 9x18.30 164.7
52 78B Dn 9x18.30 164.7
53 78C Up 3x18.30 54.9
54 78C Dn 3x18.30 54.9
55 6Up 6x12.20 73.2
56 6Dn 6x12.20 73.2
57 6 Third Line
6x12.20 73.2
58 10Up 6x12.20 73.2
59 10Dn 6x12.20 73.2
60 13Up 6x12.20 73.2
61 13Dn 6x12.20 73.2
62 15Up 6x12.20 73.2
63 15Dn 6x12.20 73.2
64 16Up 8x12.20 97.6
65 16Dn 8x12.20 97.6
66 19Up 7x12.20 85.4
67 19Dn 7x12.20 85.4
68 20Up 3x12.20 36.6
69 20Dn 3x12.20 36.6
70 36Up 3x12.20 36.6
71 36Dn 3x12.20 36.6
72 1A ROB 1x12.81+2x7.90 28.61 BCA-HJP 130.47m
73 7A 2x12.20+2x11.28 46.96
74 11 3x18.30 54.9
75 MUNGER
BRIDGE
29x125+2x33.74 3692.48 UMNR-MUNGER 5707.25m
76 MUNGER
NORTH
1x13.43+1x12.965+3x12.50+1x12.965+4x21.75+1x21.0
184.86
77 MUNGER
SOUTH
5x32.60+1x13.40+9x32.60+43x21.75+1x12.50+1x31.0+10x21.75
+4x12.50+2x13.43
1742.91
78 ROB MUNGE
R NH-31
4x21.750 87
Grand Total :-13269.13m
Description of the work of BRI
1 Inspection Once in 5 years
2 General Inspection Once in 5 years
3 Inspection of RCC,PSC composite Girder Once in a years
4 Periodical of cleaning of Bridge Once in a month
5 Painting of Girder done by Agency Once in 5 years
6 Patch Painting Within 5 years as per
requirement
7 Oiling&Cleaning of bearing block Once in 3 years
8 Unloading,loading stock steel As per requirement
9 Replacement of loose revete As per requirement
10 Replacement of damage small plate As per requirement
11 Regurding old spare with new one As per requirement
CHAPTER-III
3.0 CRITICAL ANALYSIS:-
3.1.0. Artisan staff BOS – 96 MOR – 39 Vacancy – 57
3.1.1The actual Artisan staff strength of BRI/SEE is 39 against sanction
strength of 96. Office of BRI/SEE are arrived as need base and on Bench
– marking norms of Railway Board.
100 M of water way of major& important bridge per Track = 3 ITKM
100 M of water way of minor bridge FOB,ROB,etc per Track = 2 ITKM
I.R average Bench-marking ration = 0.12
3.1.2 A) Calculation for ITKM of Important and Major Bridge:-
The total length of span of Important and Major is 11773.58 M
Total ITKM = 11773.58 x3/100 = 353.20
Requirement of bridge staff =353.20x 0.12=42.38 =42 Staff
B) Calculation for ITKM of ROB:-
The total length of span of ROB is 1495.55 M
Total ITKM = 1495.55 x2/100 = 29.91
Requirement of bridge staff =29.91x 0.12= 3.58 =4 Staff
1. Requirement as per norm (A+B) = 42+4 46
2. Emergency work – Restoration of bridge after bridge wash
out during flood/piling after bank slip, loading &uloading of
emergency material lying at SEE under BRI/SEE for all five
Division and other work as ordered by higher officials.For
this 43 staff is sufficient.
43
3. Upkeep of emergency &Revenue materials/Store and office
work. For this staff is sufficient
05
Total 94
BOS (Artisan Staff) = 96
MOR = 39
Present requirement = 94
Excess 96-94=02
Hence excess 02 vacant posts of Trolley man may be surrendered.
CHAPTER IV
RECOMMENDATION:-
S.S = 96 MOR = 39 Vac.= 57
As there is no yardstick for calculation of staff. The work study
team has made its assessment of staff on the need base, it is observed that
02 vacant posts of Trolleyman may be surrendered. 02 vacant posts of
Trolleyman are excess than requirement.
Total Sanction Strength = 96
Total Men on Roll = 39
Total Vacant post = 57
Total Staff required = 94
Excess Staff = 96 - 94 = 02 Staff
After going through the requirement of staff, the work study
team observed that 02 vacant posts of Trolleyman may be recommended
for surrender and financial saving will be Rs 9.43 Lakh per annum...
CHAPTER: - V
FINANCIAL SAVINGS ;-
If the recommendation of the study report is implemented, the annual
recurring financial savings will be as under:
S.N
o.
Category Scale of
pay (Rs.)
Grade
pay
Level Mean
pay per
month
DA @ 5 % Total
pay per
month
per staff
(Rs.)
No.
of
post
Annual financial
savings (Rs.)in
lakh
1 Head
Trolleyman
5200-
20200
1800 1 37450 1873 39323 1 471876
2
Sr.
Trolleyman
5200-
20200
1800 1 37450 1873 39323 1 471876
Total 943752 i.e.9.43
laks
CHAPTER VI
Summary:-
After critically examining the work load of Bridge Staff working in
Engineering Department of Sonepur Division, the work study team proposes as
below:-
S.No. Designation BOS Man
on
Roll
Requirement
as per WS
Proposed
surrender
Remark
1.
Head
Trolleyman
5200-
20200
1800 0 1 01 vacant
post of Hd
Trolley man
2.
Sr.Trolleyman 5200-
20200
1800 0 1 01 vacant
post of
Sr.Trolley
man
Total 0 2
Total posts proposed for surrender = 02
Annexure –I Staff position of Bridge Staff of Engineering Department of Sonepur
Division. Sl
NO. Category Scale Grade
pay Level Sanctioned
Strength Men on
Roll vacancy
1 MCM Sarang 9300-34800 4200 6 2 0 2
2 Sarang – I 5200-20200 2800 5 6 2 4
3 Sarang –II 5200-20200 2400 4 4 0 4
4 Sarang -III 5200-20200 1900 2 3 1 2
5 Black Smith - I 5200-20200 2800 5 1 0 1
6 Black Smith - II 5200-20200 2400 4 0 1 +1
7 Fitter -I 5200-20200 2800 5 1 0 1
8
Painter -I 5200-20200 2800 5 1 0 1
9
Painter –II 5200-20200 2400 4 1 1 0
10 Painter -III 5200-20200 1900 2 1 1 0
11 Carpenter -I 5200-20200 2800 5 1 0 1
12 Welder -I 5200-20200 2800 5 1 0 1
13 Hammer man -I 5200-20200 2800 5 1 0 1
14 Compressor
Driver -I 5200-20200 2800 5 2 0 2
15
Compressor
Driver -II 5200-20200 2400 4 1 1 0
16
MCM Riveter 9300-34800 4200 6 1 0 1
17
Riveter – I 5200-20200 2800 5 2 0 2
18
Riveter -II 5200-20200 2400 4 2 0 2
19
Head Trolley man 5200-20200 1800 1 1 0 1
20
Sr. Trolley man 5200-20200 1800 1 1 0 1
21
Helper - I 5200-20200 1800 1 49 1 48
22
Helper - II 5200-20200 1800 1 9 31 +22
23 Blow man 5200-20200 1800 1 1 0 1
24 Driller - I 5200-20200 2800 5 1 0 1
25 Driller - II 5200-20200 2400 4 1 0 1
26 Tubewell Mistry 5200-20200 2800 5 1 0 1
27 Supervisor 5200-20200 2800 5 1 0 1
Total 96 39 57