- Open Access
- Authors : Sourabh Manuja , Kuldeep Choudhary , Akash Upadhyaya , Suneel Pandey
- Paper ID : IJERTV9IS050804
- Volume & Issue : Volume 09, Issue 05 (May 2020)
- Published (First Online): 02-06-2020
- ISSN (Online) : 2278-0181
- Publisher Name : IJERT
- License: This work is licensed under a Creative Commons Attribution 4.0 International License
An Audit of Mechanized Road Sweeping Operations in National Capital of India- A case Study
Sourabh Manuja
Fellow, Environment and Waste Management Division, The Energy and Resources Institute, Indian Habitat Centre, Lodhi Road, New Delhi-110003, India
Kuldeep Choudhary
Project Consultant, Environment and Waste Management Division, The Energy and Resources Institute,
New Delhi-110003, India
Akash Upadhyaya
Project Consultant, Environment and Waste Management Division, The Energy and Resources Institute,
New Delhi-110003, India
Suneel Pandey
Director, Environment and Waste Management Division, The Energy and Resources Institute, Indian Habitat Centre, Lodhi Road, New Delhi-110003, India
AbstractAir pollution has increasingly become a serious concern, predominantly because of its impact on health, agriculture and the general well-being of humans, floral and faunal population. A study in 2018 revealed, dust and construction contribute 17% and 38% of PM2.5 concentrations and 25% and 41% of PM10 concentration in Delhi during summer and winters respectively. Indicating a clear demand to reduce exhaust and non-exhaust emissions, from the city- particularly associated with roads dust. Thus, due to increasing development and requirements of clean air, limited availability of human workforce and high labor costs, mechanization of road sweeping is growing worldwide.
Thus, to oversee mechanized road sweeping (MRS) operations and identify lacunae which need to be addressed to make operations more efficient, physical audits of these MRS operations were undertaken, for all 04 urban local bodies of Delhi. These audits were designed, to collect data on time spent by MRS machines on various on-shift activities, actual kilometers of sweeping undertaken and measures to improve upon shift sweeping outputs. This was a first of its kind of audit undertaken in India to help make MRS operations more efficient and effective.
Catering to 59 MRS machines in total, these audits covered
352 shifts, since mid of 2018 till March 2020 with >90% confidence level. The audits indicate that ULBs in Delhi on an average sweep around 26.17 kms of road length per shift, with East Delhi Municipal Corporation utilizing highest of 75% of shift time on sweeping activity. The gaps in existing monitoring systems, operational inefficiencies as well as good practices of MRS operations have also been highlighted in this paper to make policy makers, city managers, consultants, technocrats, and other related stakeholders realise the importance of such audits and setup monitoring, review and verification mechanisms for continual improvement.
This paper also brings forth the results of individual audits along with existing contractual mechanisms and its impact on performance, highlighting a need for having performance- based contracts.
Keywords: Mechanized road sweeping, urban local body, performance based mechanism, monitoring review and verification system
-
INTRODUCTION:
Air pollution has increasingly become a serious concern, predominantly because of its health impacts [1]. World
health organization (WHO) revealed that around 4.2 million deaths occur every year due to outdoor air pollution, demonstrating a share of 7.6% of all mortality in 2016 [2]. This mortality is due to exposure to small particulate matter of 2.5 microns or less in diameter (PM2.5), which cause cardiovascular and respiratory disease, as well as cancer [3]. The impact of air pollution is not only limited to health but extends to agriculture and the general well-being of humans, floral and faunal population [1].
The 2005, WHO air quality guidelines indicated, that by reducing particulate matter of 10 microns or less in diameter (PM10) concentrations from 70 to 20 micrograms per cubic meter (g/m3), air pollution-related deaths can be reduced by around 15%. Similarly, by reducing annual average PM2.5 concentrations from levels of 35 g/m3 (common in many developing cities), to 10 g/m3, air pollution-related deaths can be reduced by around 15%, establishing linkage and need for clean air worldwide [4].
In 2018, the WHO global air pollution database revealed that India had 14 out of the 15 most polluted cities in the world [5]. In India, data generated from National Air Quality Monitoring Programme (NAMP) over the years reveal that particulate matters (PM10 and PM2.5) are the major challenge, found to be exceeding the National Ambient Air Quality Standard (NAAQS) all across the country-more specifically in urban areas of Indo-Gangetic plain [1]. Studies in past spread over 2007-2010 conducted for Bengaluru, Chennai, Delhi, Kanpur, Mumbai and Pune reveled that dust from road dust re-suspension, construction activities, and soil has the major contribution (6% 58%) to PM10 concentrations. Source apportionment studies for Delhi by Central pollution control board in 2010 reveled that road dust contributed to about 14.5% – 29% to PM10 pollutant loads [6]. A study in 2015 for Delhi identified that road dust and soil contributes 14.4% and 26.5% in PM10 and 4.3% and 27.1% in PM2.5 pollutant load in winter and summer respectively [7]. Further, a study in 2018 revealed, dust and construction contribute 17% and 38% of PM2.5 concentrations and 25% and 41% of PM10 concentration in Delhi during summer and winters respectively [8]. Indicating a clear need to reduce exhaust and non-exhaust emissions resulting in current
particulate matter emission levels, from the city- particularly associated with roads dust [9]. In 2019 Delhis PM2.5 average were reported as 98.6 g/m3, which was much higher compared to WHO targets [10].
In the era where mechanization and automation are the new norms for urban services – due to increasing development and requirements of clean air, mechanization of road sweeping is growing worldwide. Mechanized Road Sweeping (MRS) machines are certified as PM10 efficient or capable of a picking up greater than or equal to 80% of PM10 particles which is stirred up from vehicular traffic on paved roadways [11]. Indore, a city in state of Madhya Pradesh in India reported a drop in PM10 and PM2.5 by 8.3% and 5% respectively from 2018 in 2019 due to MRS operations [12]. Indore also claimed that after using mechanical road sweepers, respirable suspended particulate matter (RSPM) level of city were reduced from 145 mg/Nm3 to 75-80 mg/Nm3 and as an impact respiratory Air borne diseases were reduced by 70% [13]. Demand for better cleanliness vis-Ã -vis limited availability of human workforce and high labor costs around the world are other reasons, pushing MRS operations in developed and developing countries [14].
However, MRS machines, are not only a costly investment for an urban local body (ULB), but a gigantic task to efficiently operate a fleet of such machines. Till recent past, there has been no study on optimum utilisation of these machines, and setting up monitoring, review and verification mechanisms to optimise its operations. Central Public Health and Environmental Engineering Organisation (CPHEEO) a technical wing of Ministry of Housing and Urban Affairs (MoHUA) has given guidelines to operate these machines in double shift, looking into the cost of these machines [15], but guidelines for operation and effective utilisation of these machines is still not developed for ULBs. This paper captures the findings of audits capturing MRS operations for all four ULBs of Union territory of Delhi – East Delhi Municipal Corporation (EDMC), New Delhi Municipal Council (NDMC), North Delhi Municipal Corporation (North DMC), and South Delhi MunicipalCorporation (SDMC). The objective of this paper is to make policy makers, city managers, consultants, technocrats, and other related stakeholders realise the need of such performance audits and help in establishing monitoring, review and verification (MRV) systems for other ULBs around the world using MRS machines to make their
operations more efficient and effective.
-
MATERIAL AND METHODS
The basic services in Union Territory of Delhi are managed by four Municipal Corporation. Delhi has 1100 kms of roads with 30 m or more right of way [16], totaling to 4400 kms of road stretch to be swept. With 10 MRS machines in EDMC, 7 MRS machines in NDMC, 18 MRS machines in North DMC and 24 MRS machines in SDMC, Delhi has in total 59 truck mounted MRS machines operating on roads as reported till early 2020.
All the ULBs own these machines and contract out their operations to private parties in varied manner. EDMC and
North DMC provide comprehensive operations and maintenance contracts for MRS operation. SDMC contracts out operations and minor maintenance, and keeps major maintenance and spares under its ambit. NDMC only hire drivers and operators for MRS operations through contracts, keeping minor and major maintenance for these machines under its ambit. Fuel (Diesel) and water to these machines are provided by respective ULBs.
All the MRS machines are truck mounted and have vacuum suction engines (auxiliary engine). Machines have side and central brushes and sprinklers on sides (above the brushes) and in front. Few machines also have sprinklers at back side of the machine, with a purpose to suppress suspended dust (during broom operation) through water mist. These machines are capable of sweeping one side and central bush of the road at a time, and require trained staff for its operations. These MRS machines are either operated with dry or wet sweeping mechanism. EDMC has all dry sweeping machines which has 30 number of particulate matter arresting filters in each machine, SDMC has 18 dry sweeping machines and North DMC has 12. NDMC has 2 dry sweeping machines which have been modified by removing filters. These filters require deep cleaning after every 4 weeks of operation to make sweeping operations effective. The new machines in SDMC and North DMC and rest of the machines in NDMC are wet sweeping machines which act like wet scrubbers to arrest and keep the collected road dust inside them. The dust holding capacities are 6.5cum for dry sweeping and 4.5cum for wet sweeping MRS machines.
All the corporations track their MRS machines through Global Positioning System (GPS) trackers. These GPS trackers provide information about the routes covered, distance travelled, hours of operation of auxiliary engines, current location of machine, etc. They even track the speed of machines on particular routes to inform monitoring staff about its operations. But, these GPS systems do not track if sweeping was undertaken on particular route travelled, or if sprinkling was done and sweeping was effective, or if machine operated its brush or not while moving on a stretch. It also does not track the reasons for machine standing idle on a particular location or delay in operation. Therefore, the corporations wanted to assess the operations of these MRS machines and make them more effective and efficient, as the corporations did not had an appropriate MRV system set in place for evaluating MRS operations.
Thus, to oversee MRS operations and identify lacunae which need to be addressed to make operations more efficient, independent third party audits of these machines were undertaken by the corporations engaging The Energy and Resources Institute (TERI). These audits were designed to collect data on (a) time spent by these machines on various on-shift activities (stated in table 1), (b) evaluate the actual kilometers of sweeping undertaken per shift by each machine and (c) ways to improve sweeping outputs every shift.
TABLE 1: ON-SHIFT ACTIVITIES UNDERTAKEN DURING MRS OPERATION
S.N.
On shift activity
Description
1.
Sweeping
The actual road sweeping operation
2.
Travelling
Travelling from stationed depot to work area (route) or one route to another, or from route to dumping station.
3.
Dumping
Time involved in dumping the collected road dust at the designated location
4.
Maintaining
Time spent in case of breakdown of a machine/ nozzle cleaning during the shift operation
5.
Refilling water
Time spent during shift on water refiling
6.
Refilling diesel
Time spent during shift on Diesel refilling
7.
Purging
During operation the filters are required to be backwashed with air to release the clogged pores. The time spent under this activity is noted under purging
8.
Waiting for starting work
Before the operations start many time staff have to wait for either getting the route for the day / for some staff to arrive. The time spent during shift is recorded under this activity. The rainy days when machine did not operate are also recorded under this head
9.
Bypass for air filter cleaning
Many times machines lift hoods and create a bypass in mid of sweeping activity (stationed at one point), increasing air turbulence to de-clog the suction nozzles and air filters.
10.
Break for tea/lunch
Time spent on lunch/tea breaks
11.
Cleaning time of filters(manual) during dumping
It has been observed in some locations the operating staff uses stick (bamboo) to manually clean filters after dumping the collected road dust. The time spent under this activity is recorded under this.
12.
Waiting after completing trip at depot
In case the designated route is completed or diesel allocated is exhausted and vehicles arrive back to depot and balance time under the shift is recorded under this activity
13.
Standing idle
If during a shift machines are standing idle, either due to some instruction/lack of information by official, or due to non-availability of dumping location, the time spent by machine is recorded under this head.
14.
Washing of the vehicle
Time spent on washing of vehicles during shift time is recorded under this activity.
15.
Traffic jam
Road traffic jams during the shift and are recorded under this head.
Keeping sample size based on statistical sampling method, which could lead to results with >90% confidence levels, audits were designed. As a part of the audit reporting process, express memo identifying gaps in maintenance and operations of machines, with suggestions to increase outputs were shared with ULB officials (zone wise) on weekly basis to ascertain corrective actions in a timely manner and enhance effectiveness of these MRS operations.
For calculating sample size (n) for the number of audits to be undertaken every week Cochrans formula for finite population size was adopted [17].
Equation 1
n°
machines were operated in night shift also, one auditor use to audit only night shift operations. Overall, one auditor was made responsible to audit 2 machines in a shift, by physically verifying operations through a set detailed questionnaire. North DMC used to operate these machines for 10 hours in a day, during 3rd phase (10-12 hours during 2nd phase ), and EDMC had a contract foroperating auxiliary engine for 08 hours a shift, running these machines in 1 shifts a day initially and thereafter from mid of October 2019
January 2020 in 2 shifts, based on audit recommendations. SDMC had their machines stationed in respective Central, Najafgarh, South, West and zones, EDMC and NDMC had their machines stationed at one central place.
Where,
n = (n° 1) 1 + N
North DMC had 15 MRS (used for Rohini, Civil Lines, Karol Bagh, Sadar Paharganj and Keshavpuram zones) stationed at one central location and 3 machines, catering to
n = sample size
2
2
N = population size = 144
° =
2
Z = selected critical value of desired confidence
level = 1.64
p = estimated proportion of an attribute that is present in the population = 0.5
q = 1 p = 0.5
e = desired level of precision = 0.1
The audits were initiated for SDMC in July 2018, and thereafter extended to North DMC, EDMC and NDMC areas. SDMC and North DMC have undergone 3 phases of audits till March 2020 and EDMC and NDMC have undergone one phase of audit. A phase of audit is its contractual duration, which is 18 weeks for North DMC and NDMC, and 26 weeks for EDMC and SDMC.
In ULBs where machines were operated in 2 shifts a day like EDMC, audits were undertaken in day and night shifts, alternatively on weekly basis. Whereas, in NDMC where 4
Narela Zone at Narela itself. Centralized parking of these machines was useful for contractors and his team to effectively conduct maintenance and cleaning of machines during off shift hours.
As a part of the audit process, audit team were required to physically assess time spent on various activities, proper utilization of sprinkling and its effectiveness, non- sweeping related travels (dead mileage) of machines, appropriateness of sweeping, distance of dumping locations and appropriateness, and other reasons for getting off route/non sweeping activity. The sweeping time share was thereafter statistically analyzed to evaluate mean values, standard deviation, and best estimate of uncertainty in data. The data gathered as well as analyzed was shared with Nodal officer to prepare express memo, for submission to ULB officials thereafter.
-
RESULTS AND DISCUSSIONS Based on the Cochrans formula for finite population
(equation 1), sample size for audit on a weekly basis were
calculated. The number of audit samples and auditors required in each of the corporation were calculated and are shown in table 2.
TABLE 2: SAMPLE SIZE OF AUDIT BASED ON SHIFTS OPERATED PER WEEK.
ULB |
Number of MRS machines operating |
Machines operating double shift at start of audit |
Shifts operated per week with 06 days operation |
Audit Required as per equation 1 |
Audit Undertaken for > 90% confidence level |
Number of auditors deputed |
SDMC |
24 |
0/24 |
144 |
46.05 |
48 |
4 |
NDMC |
07 |
04/07 |
66 |
33.62 |
36 |
3 |
NORTH DMC |
18 |
0/18 |
108 |
41.68 |
48 |
4 |
EDMC |
10 |
0/10 |
60 |
33 |
36 |
3 |
Traditionally, the road dust was swept manually in most of the main road areas. Depending upon the resources allocated by ULBs, some areas like, commercial, tourist areas, and important areas receive extensive service. However, most often the dust swept manually is left on the sides of these roads or areas which re-entered into environment as the traffic resumes during the day. A better alternative to address this problem is mechanized sweeping machine which helps in reducing the suspended particulate matter from these roads. These machines move slowly on the roads at an average speed of around 8 kms per hour to brush on road sides and suck it up with the vacuum. The collected dust is disposed at designated place so does not re- enter into environment again.
Overall, audits of 352 shifts of MRS operations conducted in Delhi, helped corporations increase their daily MRS outputs. With intentions and vision to bring these machines to deliver 40-50 kms sweeping per shift, gaps were identified. The major observation during audits; mean fraction of time spent on actual sweeping and kilometers swept helped corporations understand and devise ways to increase their outputs. Over the course of study it was observed that mean monthly sweeping time during a shift
got increased from 28% to 66% (with a phase 3 average of 268.8±0.6 minutes) in SDMC, 43% to 57% (by end of phase
-
and 54% (by end of phase 3) in North DMC (an average of 320.96 ±3.21 minutes for phase 3), and 73% to 75% in EDMC. However, due to frequent breakdowns and operational issues NDMC recorded a negative progress with mean monthly sweeping time per shift reducing from 42% to 36% (with an overall average of 145.03 ± 5.03 minutes on sweeping). In terms of the outputs of MRS machines, SDMC recorded highest progress, the mean monthly sweeping which was 6 kms per shift in August 2018 at the start of the shift, could be increased to 31.8 kms per shift by January 2020, with audit findings and corrective actions by ULB officials. In North DMC, the mean monthly sweeping outputs were increased from 18.8 kms per shift to 37 kms per shift at end of phase 2 (with a 12 hrs shift), and 30.2 kms per shift by end of phase 3 (10 hrs shift). In EDMC, the mean monthly sweeping outputs were increased from 27.1 kms per shift to 28.8 kms per shift (monthly mean value of 57.6 kms per day with double shift operation). Whereas, in NDMC due to maintenance and operational issues, leading to frequent breakdowns the mean monthly outputs were reduced from 22.2 kms/shift to 20.8kms/shift
100%
80%
60%
40%
20%
0%
Mean Value of Shift Time Spent On Sweeping Activity
Jul-
18
Aug-
18
Sep-
18
Oct-
18
Nov-
18
Dec-
18
Jan-
19
Feb-
19
Mar-
19
Apr-
19
May
-19
Jun-
19
Jul-
19
Aug-
19
Sep-
19
Oct-
19
Nov-
19
Dec-
19
Jan-
20
Feb-
20
Mar-
20
SDMC
28%
31%
38%
51%
52%
54%
57%
55%
61%
63%
64%
63%
48%
43%
57%
63%
66%
68%
66%
NORTH DMC
43%
48%
47%
48%
60%
55%
56%
46%
54%
57%
54%
55%
52%
45%
54%
NDMC
42%
38%
24%
24%
36%
EDMC
73%
82%
82%
78%
73%
75%
IGURE 1: MEAN VALUE OF SHIFT TIME SPENT ON SWEEPING ACTIVITY
Mean Value of Sweeping Kilometers per shift
Mean Value of Sweeping Kilometers per shift
40.00
30.00
20.00
10.00
0.00
40.00
30.00
20.00
10.00
0.00
Jul- Aug- Sep- Oct- Nov Dec- Jan- Feb- Mar Apr- May Jun- Jul- Aug- Sep- Oct- Nov Dec- Jan- Feb- Mar
18
Jul- Aug- Sep- Oct- Nov Dec- Jan- Feb- Mar Apr- May Jun- Jul- Aug- Sep- Oct- Nov Dec- Jan- Feb- Mar
18
SDMC
NORTH DMC NDMC EDMC
SDMC
NORTH DMC NDMC EDMC
18 18 18 -18 18 19 19 -19 19 -19 19 19 19 19 19 -19 19 20 20 -20
6.11 8.01 11.6 12.9 18.9 21.0 19.0 21.7 21.9 25.6 25.6 19.9 11.8 21.2 25.5 30.1 29.4 31.8
18 18 18 -18 18 19 19 -19 19 -19 19 19 19 19 19 -19 19 20 20 -20
6.11 8.01 11.6 12.9 18.9 21.0 19.0 21.7 21.9 25.6 25.6 19.9 11.8 21.2 25.5 30.1 29.4 31.8
18.8 21 31.3 34.7 35.5
18.8 21 31.3 34.7 35.5
36.1 36.4 31.5 35.9 37
22.2 21.5 21.2 15.8 20.8
36.1 36.4 31.5 35.9 37
22.2 21.5 21.2 15.8 20.8
31.1 30.8 31.2 30.5 30.2
31.1 30.8 31.2 30.5 30.2
27.1 29.1 29.2 32.2 32.2 28.8
27.1 29.1 29.2 32.2 32.2 28.8
Kms
Kms
FIGURE 2: MEAN VALUE OF SWEEPING KILOMETERS PER SHIFT
To understand the time spent by MRS machines on non- sweeping activities, pie charts depicting on shift activities were prepared and shared with respective ULBs from time to time. The mean outputs on time spent by MRS machines on various activities, from the last phase of audits of all the four ULBs have been shown in figure 3. This figure clearly depicted that EDMC was putting maximum time of a shift on sweeping activity (with an average of 365.04 ± 2.53 minutes per shift). One of the reasons for this was
contractual arrangement to run auxiliary engine for 8 hours a shift, as well as adequate planning by relevant department, with circular routes for MRS machines, diesel and water refilling by maintenance staff in non-shift hours, dumping of collected road dust at adjacent construction and demolition (C&D) waste management facility (reducing dead mileage) and target setting for sweeping outputs as well as road dust loads
Time spent on various activities during a shift
400
Minutes
Minutes
300
200
100
0
SDMC NORTH DMC ZONE NDMC EDMC
(1) sweeping
(2) travelling
(3) dumping
(4) maintainence
(5) refilling water
(6) refueling
(7) purging
(8) waiting to start work
(9) bypass for air cleaning
(10) break for tea/lunch
(11) manual cleaning of filters
(12) waiting at depot after work
(13) standing idle
(14) washing
(15) traffic jam
FIGURE 3: PER SHIFT MEAN TIME SPENT BY MRS MACHINES DURING LAST PHASE OF AUDIT
EDMC was the only ULB which had had collected road dust linked with C&D processing facility to reduce re- entering of dust into environment. The average road dust collected per km of stretch swept in EDMC area was around 51.5kg.
In SDMC area road dust collected was dumped in low- lying areas, sometimes even far from route. In North DMC, collected dust loads were dumped either at Bhalaswa dumpsite or at dhalaos, based on type of machine used for sweeping. Wet sweeping machines used to dump collected road dust at nearby Dhalao only. In NDMC, a special area at
parking site was created to collect the road dust, which was later dumped at low lying areas near Okhla landfill site. The arrangements which required machines to travel far off locations to dump the collected road dust lead to reduction of machine time spent on sweeping.
These machines are equipped with 1000 liters of water storage capacity, used for sprinkling. However, the misters associated with sprinklers were such that the water will get empty, even in half shift if properly operated. As a result, to reduce this loss of time in getting water refilled again, operators used to operate only side sprinklers, over the brush. There was a need for each corporation to provide water in mid of the shift to every sprinkling machine, and provide appropriate sprinkling tools (misters), which remained missing throughout the audits.
It was also observed that overall 59 machines required about 59 m3 of water each shift, which was sourced through ground water. There was a need to fulfil this requirement through treated wastewater, and conserve resources.
The reported diesel consumption was also high in MRS machines. In EDMC it was observed that front engine used to travel 03 kms per liter and auxiliary engine consumed 9.7 liter per hour. Similarly, in North DMC same machines were found to consume 12.01 Liters per hour for auxiliary engine.
Possible reason for this deviation was revolution per minutes (rpm) of auxiliary engine, set by operators. The wet sweeping MRS machines which are medium sizes MRS trucks in North DMC, consumed around 4 liter of diesel per kms of running by front engine and 6.3 liter per hour for auxiliary engine. The derived fuel equations have been shown in table 3.
As an outcome of these audits it was learnt that there was a need for well trained staff to operate these MRS machines, there is a need that such conditions are made a part of contracts both while procuring machines as well as awarding contracts to operate and maintain.
Usage of personal protective gears like uniform, helmet, reflective vest, eye gears, gloves and safety shoes and even ear muffs should be compulsory for helpers who often get down of these machines to facilitate brush operation. It was also learnt that only one helper should be provided along with one driver at each MRS machine and traffic signaling should be done with appropriate indications and alarms. Moreover, there should be motivational mechanisms built for MRS operators, to engage them as a team in helping improvise quality and quantity of sweeping.
TABLE 3: FUEL ECONOMY EQUATIONS FOR MRS MACHINES
ULB
Type of MRS Machine
Front Engine Fuel Efficiency (1/y) (Kms per Litre)
Back Engine Fuel Efficiency (x) (Litres per hour)
Derived fuel Equation
EDMC
Old MRS vehicle (Dry sweeping)
3
9.7
7.99x + 47.83y = 93.42
North DMC
Old MRS vehicle (Dry sweeping)
3
12.01
9.31x + 93.49y = 142.95
North DMC
New MRS vehicles (wet sweeping)
4
6.3
8.30x + 71.01y = 75.98
The road dust collected should also be properly managed via C&D processing plants located in Delhi and should not be allowed to re-enter into environment, or utilize precious landfill volumes of the city.
ULBs should also take care that no extra mile is spent to get fuel and water for these machines, or even for dumping the collected road dust. Appropriate arrangements should be made to support utilization of these machines for sweeping activities, as far as possible. It should also be mandated that all the 4 stretches of a road should be taken simultaneously and at desired frequency.
Further, all 4 corporations had different contractual arrangements and neither one had payments of contractors linked with outputs and quality of sweeping. It was also identified that few operating staff members used to avoid
usage of central brush, to prolong its usage, which resulted in ineffective utilization of machine.
Sanitation staff and supervisors at all the 4 ULBs were responsible to verify utilization of MRS machines, but due to odd hours of operation and vast coverage by these machines, their monitoring remained questionable. There is a need to implement a more robust mechanism which can be monitored offsite and reported instantly.
It was also felt that ULBs should take care that such machines intended to collect road dust, have adequate comfort for driver and helper staff and that cabins of these machines are dust free and air conditioned.
IV. CONCLUSION
For better understanding, cumulative outputs of MRS machine operations are summarised in table 4.
TABLE 4: OVERALL OUTPUTS OF MRS OPERATIONS IN DELHI
Urban Local Body
Number of MRS
Average sweeping (Kms)
/shift
Double shift Operation status at end of final audit phase
SDMC
24
22.91
0/24
New Delhi Municipal Council
07
19.59
04/07
North DMC
18
32.6
0/18
East DMC
10
29.56
10/10
TOTAL/Average
59
26.17
24%
These studies depict that ULBs of Delhi only puts 24% of its machines for double shift operations and on an average a machine sweeps around 26.17 kms per shift. i.e 1943 kilometers of road stretch every day. Delhi has 4400 kms of road stretch which can be swept by these machines. Hence just by enhancing the outputs of these machines to 74.57 kms per day (i.e 37 kms/shift and double shift operations), all 30m right of way roads can be effectively catered. There is a need for all ULBs to streamline their MRS operations with inbuilt MRVs and better operation.
There is also a need to improvise the GPS tracking systems with procedures to track sweeping brush operations, proper sprinkler utilization and constant videography for monitoring the effectiveness of sweeping. This should be accompanied by physical verification of sweeping conducted in particular route, which is to be linked with operators payment. Thus there is a need to establish linkage of contracts with outputs and effectiveness of sweeping operation. Further, since these are special machines and require spares which are not easily available in market, with ULBs maintaining these machines, they remain on breakdown for approvals which take time in their process. Hiring these machines on contractual arrangements, with operations, maintenance and ownership of these machines with private operators can reduce burdens as well as enhance outputs of MRS machines, though may be required for longer durations to derive feasibility for private operators. Such contractual arrangements can be target based, both in terms of quantity and quality of sweeping.
Mechanization and automations are the concepts, all ULBs should be ready to implement. However, appropriate monitoring and verification systems are must to have optimum utilization and effectiveness.
ACKNOWLEDGE:
We acknowledge EDMC, SDMC, NDMC and NorthDMC for engaging TERI to audit their mechanised road sweeping operations. We also acknowledge Mr Dilshad Ahmad and Mr Nirbhay Kr Singh for assisting us in literature search.
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